20031260 Ver 1_COMPLETE FILE_20070831

09;'0`x/05 ON,: 14 FAX [phone] Ili !tORRIS CONS'1' '1110,11PSOti & ASSOC 2002.
0'? - 12 Lc V`e-R
Certification of Comnletion
SEP 2 S
Do'?'Q Pra;cct r1o.: O _ =l Go County: \v\/Ai!! ? -- =
:applicant:
Project N4ni? ----
Date of Issuance of Isolated Wetland Permit: 2-yc)I-J W -F` 9 3e-
Certificate of Completion
Upon .-.ompleticn of all ,vork approved within the 401 Water Quality CertNcatiua and Buffer Rules, and any
subsequent modifications, the applicant is required to return tl?ds ezttificate to t;,c 401.Vetlands Unit, North Carolina
Di\ision-of-Water Quality,=-1.650 Mail SeiNicc%Center, Rateich, NG 27699-1650. - This-form-may ba returned-to DVVQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates frern all of'
thesz.
Applicant's Certification
f; ----
used in the observation of the
con,piiance and intent of the X101
and other supporting materials.
Signature:
Agent's Certifications
Datc: .
11 V _ , hereby slat- that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be. built within substantial
compliance and intent of the 401 Water Quahty Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
signature,
Date-
If'this project was desigized by a Certified Pro ftssiviial
1, n+J ??? i? i_- 04 1 L L ?- as a duly registet-?d Professional ?!3 C+t?1 (i.e., Engineer,
Landscape Architect, Surveyor, etc.) inl,tt q State of North Carolina, h..ving been authorized to observe (periodically,
weekly, full tithe) the construction:. ofJlietp(Pjt4?t s gr the Permittce hereby state that, to tlt: best of my abilities, due care.
and diligence Nvas used in the oYs r?aie?n!pj;tt6,?w2ISf7UCt1Gt1 StlCll that the construction was observed to be built within
substautial compliance and intent of:tlje 4 V02ter Quality Certification and Buffer Rules, the approved plans and
specificationC- an ti 'r suppojtini ivmte 'alai ;
7Date Z?? S
Signcture =??[% Registration No.
OPI °*ea e.oiB° CJ?\l ? D .
'fff`Slltltllll!
NOV 0 2005
DENR - WATER QUALITY
WETLANDS AND STOJUMATER BRANCH
hereby state that, to the best of my abilities, due care and diligence Nvas
construction such that the construction was observed to be built within substantial
Water Quality Certificutiou axed Buffer Rules, the approved plans and specifications,

p?O? W AT ?RpG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 19, 2004
Wilco Properties
Attn: Hank Morris
1708 Trawick Road, Suite 209
Raleigh, NC 27601
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 03-1260
Wake County
Page 1 of 3
Subject Property: Phase 3, Avery Park Subdivision, Garner, NC
Big Branch (Walnut Creek) [03-04-02, 27-34-11, C NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Morris:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 120 feet of perennial streams and 10,183 square feet (ft) of
protected riparian buffers for the purpose of constructing a road to access the subject property, as
described within your application dated May 25, 2004 and received by the N.C. Division of
Water Quality (DWQ) on July 22, 2004. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 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. Also, 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 certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification 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.no.us/ncwetlands
NorthCarolina
Naturally
Wilco Properties / DWQ Project No. 03-1260
Page 2 of 3
August 19, 2004
Impacts Approved - The following impacts are hereby approved as long as all of the other
specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No
other impacts are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 120 (feet) Stream Relocation
Buffers 10,183 (square ft.) Access Road
2. Buffer Mitigation (EEP) - You are required to mitigate for impacts to the protected riparian
buffers. The required area of mitigation to compensate for impacts to the protected riparian
buffers is 24,589.5 square feet as required under this Authorization Certificate and 15A NCAC
2B .0242(buffer mitigation rule). We understand that you wish to make a payment into the
Riparian Buffer Restoration Fund administered by the NC Ecosystem Enhancement Program
(EEP) to meet this mitigation requirement. This has been determined by the DWQ to be a
suitable method to meet the mitigation requirement. In accordance with 15A NCAC 2B
.0242(7)(buffer mitigation rule), this contribution will satisfy our compensatory mitigation
requirements under 15A NCAC 2B .023 3 (10) (buffer protection rule). Until the EEP receives
and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office),
no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted
at [phone] if you have any questions concerning, payment into the Riparian Buffer
Restoration Fund. You have one month from the date of this approval to make this payment.
For accounting purposes, this Authorization Certificate authorizes payment into the
Riparian Buffer Restoration Fund to compensate for 24,589.5 ft2 of required riparian
buffer mitigation for impacts to 10,183 ft2 of protected riparian buffers; 03-04-02 river
and subbasin, 27-34-11 stream index number."
3. Diffuse Flow (DWQ Reviewed Plans) - All stormwater 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 (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated July 20, 2004. The
DWQ believes that if implemented, as per these plans, diffuse flow will be achieved.
However, if diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the DWQ
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 DWQ written authorization.
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 level spreaders 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.
Wilco Properties / DWQ Project No. 03-1260
Page 3 of 3
August 19, 2004
An Operation & Maintenance (O&M) agreement signed by the current landowner must be
approved by the DWQ. This O&M agreement must transfer with the sale of the land or
transfer of responsibility for the stormwater facilities and the DWQ must be notified of every
transfer.
4. 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.
5. No Waste, Spoil, Solids, or rill 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.
6. 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 six months of
the date that the Division of Land Resources has released the project.
7. 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.
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
Wilco Properties / DWQ Project No. 03-1260
Page 4 of 3
August 19, 2004
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.
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 Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
VAlan W. Klimek, P.E.
AWK/ bz
Enclosures: GC 3402
Certificate of Completion
cc: Joe Lyle, Thompson & Associates, 153 Holly Springs Rd., Holly Springs, NC 27540
(577-0609 fax)
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 031260

THOMPSON & ASSOCIATES
153 Holly Springs Road
Holly Springs, NC 27540
WETLANDS / 401(;RoUp
JUN 2 9 2004
?j-e/ WATER (QUALITY SECTION
N.C. Division of Water Quality June 25, 2004
401 Wetlands Certification Unit
Attn.: John Dorney
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: DWQ # 03-1260 (Avery Park Phase 3)
Dear Mr. Dorney:
This letter is to inform you that Wilco Properties would like to continue to obtain
approval for the stream relocation for DWQ # 03-1260 (Avery Park Phase 3).
We are currently working on the additional information requested in your letter dated
June 16, 2004.
Once we have all the information, we will submit a new application, fee and 7 sets of the
plans for your review and approval.
Sincerely,

Regine I. Stecker
Thompson & Associates, P.A.
1153 Holly Springs Road
Holly Springs, NC 27540
[phone]
PHONE: [phone] FAX: [phone]
08/112004 09:10 9195770609 THOMPSON ASSOC PAGE 01
THOMPSON & ASSOCIA'T'ES, PA
153 Holly Sl)riiigs Road
Holly Springs, NC 27540
Phone: [phone]
Fax: [phone]
www. TbompsonAssociates.biz
FACSIMILE TRANSMITTAL SHEET
TO: FROM:
Bob zarxcki Regine Stecker
COMPANY: DA1 E:
August 11, 20(4
FAX NUMBER: TO'T'AL No. OF PAGES INCLUDING
COVER:
733-6593 2
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
RE: YOUR REFERENCE NUMBER:
? URGENT ? POP REVIEW ? PLEASE COAIIv wr C3 PLEASE REPLY C3 PLEASE RECYCLE
NOTES/COMMENTS:
Mr. Za.rzeck,
A copy of this letter is being sent to you for you records.
Thank you,
Regine Stecker
if you do not receive all pages indicated or if document is unreadable, please
contact ,xa imme:diptrly. Thank V011.
AUG-11-2004 WED 09:13 TEL:[phone] NAME:DWO-WETLANDS P. 1
08/12/2004 09:10 9195770609 THOIIPSON ASSOC
?Y
rvo stem
All
PROGRAM
August 6, 2004
Regine Stecker
Thompson & Associates, PA
153 Holly Springs Road
Holly Springs, NC 27606
Subject: Project: Avery Park Phase 3 Subdivision
County: Wake
PAGE 02
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream and buffers impacts associated with the subject project. Please note that the decision by the
NCEEP to accept the mitigation requirements of this project does not assure that this payment will be approved by the
U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP for impacts associated with this project is
appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated July 16, 2004, the stream and buffer restoration that is
necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The
maximum amount of mitigation that the NCEEP will accept for this project is also indicated in this table.
Stream Wetlands Riparian Wetlands Non- Riparian 13uffer
.- - - _X D:nnV4?n (arrPCl (sq. ft.)
linear reet? 10,183
-IT pact 120 20,366
Miti ation Max 240
will be provided as specified in the 401 Water Quality Certification and/or Section 404
The stream and buffer Mitigation
permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N.C. Department of
Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
Deborah D. Anderson,
In-Lieu-Fee Adnunistrator
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Burdette, USACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
,4 V`_vxvhwA
... ERR
GStDYl.KI... PYDt" Our Stat '
North Carolina Ecosystem Enhancemont Program, 1619 Mail Service Center, Raleigh, NC 27699-16191919-733-5208 / www.nceep.net
AUG-11-2004 WED 09:13 TEL:[phone] NAME:DWO-WETLANDS P. 2
07/29/2004 07:52 9155770609
THOMPSON ASSOC
PAGE 01
THOMPSON & ASSOCIATES, PA
.153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NC 27540
PHONE: [phone]
c.
FAX: [phone]
WWW.TH0MPS0NASS0CIATES.BIZ
FACSIMILE TRANSMITTAL SHEET
TO: FROM.-
EOB RG?we- S i :7 , &'
COMI"ANY: DATE:
M5& ©:- ( zs) 04
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
(9(q> q?a - 69923 9
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
RE: YOUR REFERENCE NUMBER:
7Av GP- f P? Pt- '3
URGENT FOR REVIUW PLEASE COMMENT PLEASE REPLY PLEASE RECYCLE
NOTES/COMMENTS!,
III i L444h bG?Uf-,IGA-rw?? -fbZ

If you do not receive all pages: indicated or if document is unreadable, please
contact us immediately. Thank you.
4 ENGINEERING - SURVEYING -.LAND PLANNING
JUL-28-2004 WED 08:50 TEL:[phone] NAME:DWO-WETLANDS
P.I 1
07/29/2004 07:52 9195770609
Ui/ZV/C0U9 13:Ud eAX 818 780 932T
SM
July 26, 2004
Thompson & Associates, P.A.
153 Holly Springs Road
Holly Springs, NC 27540
Attention: Mr. Joe Lyle, R.L.A.
THOMPSON ASSOC
3&ME. INC.-ENVIR
Reference: Wetlands, Streams, and Buffer Evaluation
14.93 Acre Tract off Avery Street
Garner, North Carolina
S&ME Job No. 1054-04-938
Dear Mr. Lyle:
F: GE 62
10001
S&NO, Inc. (S&ME) is pleased to submit the findings of our site reconnaissance of the
above referenced tract on July 23, 2004. The purpose of the site reconnaissance was to
document wetlands and streams subject to Meuse Buffer rules for the site being considered
for development. The presence of wetlands and streams needs to be addressed, in writing,
for the US Army Corps of Engineers (USACE).
Project Description
In accordance with our proposal P3329.04V, dated July 20, 2004, S&N12 has performed a
Nerlse Buffer rule, wetlands, and stream assessment. The proposed site totaL3 approximately
14.93 acres in sine, and is located near the inter6ection of Avery Street and Curtiss Drive in
southeastern Wake County (Figure 1). The site plans used for the site assessment were
prepared by Thompson & Associates on July 12, 2004. This report and the ou-site pedestrian
survey on July 23, 2004 have been conducted pursuant to the proposed use of the site.
Wetlands and Waters
A heavy rain occurred on July 22, 2004. The lack of forty-eight hours elapse between the
last precipitation event and our site visit did not affect our assessment of the stream type.
s6ME, Inc. Moiling addrou. [phone]
3118 Sprrg fC ev Acod PO Sax 5&069 [phone] fox
Rorigh, North Coroka 27616 Rdelgh, North Corol na 27658-8069
JUL-28-2004 WED 08:51 TEL:[phone] NAME:DWQ-WETLANDS P. 2
07/29/2004 07:52 9195770609 THOMPSON ASSOC PAGE 03
07i26/2UU4 13:00 FAX [phone] S&ME, INC.-ENVIR 002
Wetland, Iluffcr, and Stream Assessment S016 Project No. 1054-04-938
Avery Par ttut 3.Srrmor. Wake County. NC July 26.2094
Photographs of the sites inspected are included as an attachment. Only streams shown on the
USGS topographic maps and/or county soil surveys arc subject to the Neuse buf'fcr rules.
'The perennial stream flowing from the northwest property comer and connecting to a stream
flowing north off the cast property line was obsmed. Thompson & Associates proposes to
relocate this sueam to allow the development of the Avery Park Phase 3 entrance road
(Creek Commons Avenue). The streams along the property boundary are shown on the soil
survey (Figure 2). Both streams arc subject to the Ncuse buffer rules.
Wetlands were defined following the protocols set forth in the 1987 U.S. Army Corps of
Engineers (USACE) Wetlands Delineation Manual as well as referring to regional indicators
to locate jurisdictional wetlands within each tract. According to the USAGE, three
characteristics must be identified for an area to be classified as a wetland; the area must have
hydric soils, hydrophytic vegetation, and wetland hydrology.
No wetkurd9 were identified on the property (see attached upland Routine Data Sheet. The
vegetation identified during our reconnaissance includes tulip poplar (Giriodendron
fulipifera), sweetgum (Liquidambar styraciflua), sassafras (Sassafras albidum), red maple
(Acer rubrum), cherry bark oak (Quercus falcata), sycamore (Platanus occidentalis),
flowering dogwood (Corpus Jlorida), ironwood (Carplnus caroliniana), Christmas fern
(Polystichum acrostichoides), Virginia creeper (Parthenocissus quMquefolia), and
honeysuckle (Lonicera japonica). the soils were sampled with a hand auger and compared
to a Munsell Soil Color Chart. The sail at 12 inches had a color of IUYR 5/4 without
mottling. The soil was not wet despite heavy precipitation from the previous night.
Although the site possesses the necessary vegetation to be a jurisdictional wetland subject to
the Clean Water Act, tl:e site lacks the necessary hydrology and hydric soils to be a
jurisdictional wetland. Therefore, in our opinion, no wetlands were located on the subject
parcel.
2
JUL-28-2004 WED 08:51 TEL:919733se93 NAME:DWQ-WETLANDS P.' 3
07/29/2oaa 07:52 9195770609 THOMPSCN ASSOC FADE 04
U7/M2904 13:07 FAX [phone] SM. INC.-MIN 2003
Wctlaud, Buffcr, and Sncam Assessment S&MEJ Project No, 1054-04-938
AYra Park, Pl ase 3. Garnm Wake County. NC July 26 2004
Conclusions
Based on our assessment and pedestrian survey of the property, it is our opinion that the site
has two streams bordering the northern, and eastern property lines. These streams are subject
to the Neuse buffer rules. No jurisdictional wetlands were located.
Should you have any questions, we can be reached at 919-372-2660.
Sincerely,
S&ME, Inc.
Eric Galamb, PWS SS bi. O'Brien
Senior Scientist Project Professional
Attachments
S \EnvironVOB FILES\2004 Jobs104-938 Avery Park, Phasc YNo WotlandsReporLdoc
3
JUL-28-2004 WED 08:52 TEL:[phone] NAME:DWQ-WETLANDS P.I 4
07/29/2004 07:52 9195770609 THOMPSON ASSOC
07/26/2004 18:08 FA[ 010 700 8827 SUE, INC.-ENVIR
PHOTOGRAPH RECORD
S&ME Projat Nnmbcr: 1054-04-935 Project Name: Avery Park, Phau3
Site Location: Avery Street and Curtin Drive, Wake Count), North Carvtina
PAGE 05
0004
JUL-2e-2004 WED 08:52 TEL:[phone] NAME:DWQ-WETLANDS P.', 5
07/29/2004 07:52 5195773609 THOI?FSON ASSOC FAGE 05
ur'40zuu9 1J:11 VAX 819 790 8927 5&XE, INC.-ENYIR 0 005
DATA FOI1M
ROUTINE WETLAND DETEMMINATION
(1987 COE Wetlands Ucllocatlua Manual)
±a Le I of 2
ProjCCUSitc% Avery Park, Phase 3 Date: __
_July
Applicari6Owner. ThompsoncCAssoetate2 County: .Wake
lavcstigatmr. Eric. Galamb, PW5 State: NC
Do normal circumstances exist on the sit,.? yea X no Community 1D:
-
Is the silt sigttiticantly disturbed (At)pical Sim4tion)? yes no X Transept ID:
Is the area a potential problem arcs? yes no X Prot it):.
tlt needed, explain on reverse.)
VEGETATION
lininan P 'r SeCwcs Sgg(uum jn4icdLQI Dominant Plant Snecics Snaum ftndi_ atar t
Liduidambar stZrociflua
1. tree FAC+ 9. Aver rubrum shrub FAC
-
_
2. Acer rubru?m tree > AC 10. Toxicodendron radicars herb FAC
Ssssatrasa;brdum tree FACU II Loniccra?aponica
- herb FAC

4 Liriodeadron rulipifcra _ _ _
tree .__.__._
FAC
12, ?
Pa-it:xj m s quinquefolia
herb
FAC
5. Platan?soccidentalts tree FACW- 13 Vituss?--_- _ vtre
6. uereus falcate .-
Tree PAC+ 114. Smla: eP....._.__.. vine
7. Carrinus caroliniana shrub FAC 15. Palystichum scrostlchordes herb FAC
8. Comas (lorida shrub FALL" 16.
Percmt of Dominant Specica that are ODL, FACW, or FAC
(cxcludingFAC-1) 83 %
Remarks:
i
HYDROLOGY
lKccorded Data (Describe in Remarks): , e•lend Hyd olo&yltldica+tgLr
-
Strcam, Lake, or Tide Gauge it ga Indicators
Acrial Photographs Inundated
Other Saturated in Upper 12 inches
i X No Recorded Data Available i Water Marks
Drift Lines
I Fie1?Q?se?'ahor.s Sedimcnt Deposits
Depth of Surface Water (in.) Drainage Patens in Wetlands
Se>yI. da Indi a- ui:edZ
_mLz
i Depth of Free Water in Pit: (in.) Oxidized Root Cbannels
Wator Stained Leaves
Depth to Satuuated Soil: >12 (in.) _ Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Heavy rain last
and no runoff visible this
morning.
JUL-28-2004 WED 08:53 TEL:[phone] NAME:DWQ-WETLANDS P. 6
07/29/2004 07:52 9195770609 THOMPSON ASSOC
07,28/2004 13:12 FAX [phone] SAME, INC.-EN`,'IR
DATA POINT 4 UPL-1
PAGE 07
U 006
Prq;"vSiu:: Averv Park, Phase 3 Page 2 of 2
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Takonomy (Subgroup). Confirm Mapped Type? Yes No X
Profile
Descnpunn:
y
Depth Matrix Color
Matrix
? AtotIle TcxturWConcretions,
Inches Horizon Mansell Aloist) Abundance/Contra-at Strucmrc etc.
,11 + H 101 R 5/4 ,
-- - - - - - -------

.... --- ---

cla
i _ none y
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfadic Odor Orga-uc Strcaking is Sandy Soils
Aquie Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
-~
Remarks: -

WETLAND DETERMINATION
Circle
Hydrophytic Vei ew.6oa Prescat? Yes-"K No
Wetland Hydrology Present? Yea No•X Circle
Hydric Soils Present? Yes NO-X Is Thig Sampling Point Within a Wetland? Yes Na-X
PREPARED BY: Eric Galanb, PWS Checked I9y: Steve O'Brien Approved by HQUSACE 3,92
S&,%1E, Yrc./Ralcigh, l\C S&N1E, Inc./Raleigh, NC
919-872-2660 919-872-2660
JUL-28-2004 WED 08:53 TEL:[phone] NAME:DWO-WETLANDS P.' 7
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JUL-28-2004 WED 08:54 TEL:[phone] NAME:DWQ-WETLANDS P.' 8
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JUL-28-2004 WED 08:55 TEL:[phone] HAME:DWO-WETLANDS P. 9
Pfl" ' j LETTER OF TRANSMITTAL
TIIONIPSON & ASSOCIATES, PIl?.9'j
S
NEW LOCATION r°
153 Holly Springs Road ?tl?
Holly Springs, NC 17540
Phone: [phone] - Fax: [phone]
1-4 C' tw Q1
?3Z1 CZA(? (12E? 9LV D.
?-AU---(6 R I Nc- 2-9-G © L'
WE ARE SENDING YOU:
Shop Drawings
Copy of Letter
DATE: JOB NO.:
ATTENTION:
RE:

74\v Ps AR . 3

Attached Under separate cover via the following items:
Prints / Plans f _ Samples Specifications
Change Order Other ?GLIAR
COPIES DATE NO.. DESCRIPTION

I 3

L c

U 11'kLL
THESE ARE TRANSMITTED as checked below:
y For Approval
For Your Use
As Requested
For Review & Comment
FOR BIDS DUE
Approved as Submitted
Approved as Noted
Returned for Corrections
Other
REMARKS:
Resubmit Copies for Approval
Submit _ Copies for Distribution
Return _ Corrected Prints
20 PRINTS RETURNED AFTER LOAN TO US

COPY TO SIGNED 1
If enclosures are not as noted, please notify us at once

THOMPSON & ASSOCIATES, PA
ENGINEERING ? SURVEYING ? LANDSCAPE ARCHITECTURE
July 16, 2004 `-?
Bob Zarzecki
N.C. Division of Water Quality, 401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
WETLANDS/ 4,01 GROUP
Re: DWQ # 03-1260 (Avery Park Phase 3) JUL 2 2 2004
WATER QUALITY SECTION
Dear Mr. Zarzecki:
The comments we received from your office, dated June 16, 2004, were addressed as
follows:
1. Stream Relocation - Without the use of the gabions we would impact more than 150
L.F. of the stream channel, which is not desirable. The gabions are used to minimize
the impact on the stream, decrease impacts to flood plain on the opposite site of creek
and to minimize the disturbance on adjacent land owners. Please see sheet 17 for a
tree planting plan. 90 trees are required. Please see sheet 15 for the existing and
proposed stream channel length. 120 L.F. of stream will be impacted and the new
channel will be 104 L.F. long.
2. Buffer Mitigation - Buffer impacts are 10,183 S.F. and will require 24,589.50 S.F. of
buffer mitigation. Since the property is landlocked, the only ingress/egress point is the
existing stub road. The extension of this road will result in the channel relocation and
buffer impacts. The owner has requested a fee-in lieu payment at the NCEEP (mailed
07/16/04). Once we receive an approval letter it will be forwarded to you and
USACOE.
3. Diffuse Flow - Level spreader incl. easements are shown to scale on sheet 2. A detail
is provided on sheet 4. Because of site constraints level spreader #2 is desinged for
the 2 year storm event, bigger storm will be bypassed over the emergency spillway of
the detention pond.
4. Nationwide permit - NWP #39 is required for this project. A site visit between Joe
Lyle and Cindy Carolly determined that there seem to be no wetlands on site.
However, we are currently waiting for confirmation from USACOE that there are no
wetlands on site.
P!'
RECEIVE-0
THOMPSON & ASSOCIATES, PA
ENGINEERING ? SURVEYING ? LANDSCAPE ARCHITECTURE
The application form has been revised and a $475 check is included in this submittal.
Also included are the level spreader worksheets and the impervious surface calcultions
for the site.
Please feel free to contact us should you have any questions.
Sincerely,
,*0,4 t-'t-e- (Z
Regine Stecker
Thompson & Associates, P.A.
#[phone]
HJMorris
UMMIM
0)-3 lz6 d
May 25, 2004
To Whom It May Concern:
Wilco Properties, Inc. would like to appoint Thompson & Associates to act as our agent
for any issues relating to the Division of Water Quality for the Avery Park Subdivision
located in Garner, NC.
Sincerely,
Wilco Properties, Inc.

Diane W. Wallace
Vice President
1708 TRAWICK ROAD, SUITE 209 • RALEIGH, NC 27604 • PHONE: [phone] • FAX: [phone]

Office Use Only: Form Vcrsion May 2002
USACE Action ID No DWQ No. fJ - / Z &/, e
(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
2. Nationwide, Regional or General Permit Number(s) Requested: W( 4
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: N
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: W I LG n MPG V ES 1 HAMS e, 14 01?_?J S
Mailing Address: 1369, T ZA SIC IL 10 An ti ITF 7,C9
P?I?iGHf mac' Z?oO1
Telephone Number: lcl160 ZSU- GQQr) Fax Number: [ti le-) 2SO - 0010
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: •?Sr-ri9 A&SCCxfL\TES, P r? P -E-6-'We S1E44LEQ OR
Company Affiliation: -T-0 r I-V I C-'.
Mailing Address: IS S No t_LY SPi2i N G S Qi. .
I-40LLe SP21N6S m[' U+S4O
Telephone Number: K61) S-1:1- W09 Fax Number: ACD !S17- 0(;Q" I
E-mail Address: t' S4ec4e_r 6e egr}1,.1;,,,k , t,tr-+
l.j le ? eaH4, ti %, k:. • V1 et
WETLANDS/Q01 GROUP
Pi .
Page 5 of 12 J UL 2 IJ
X004
MATER
UL"I

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:_-&EC-Y PA t- C0)C2,D1V lSl O t'J N ASS
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): 1411 • it - (?6- 58 4-6' i? ll - II - F - 413`i
14k1. i1- 66 - 353+
4. Location
County: J F5- Nearest Town: SA(_W 2_
Subdivision name (include phase/lot number): AvC-Qy PARK P-B • `S
Directions to site (include road numbers, landmarks, etc.): µi 3Y {O EAST 110 V?INDA
C??iNC,S ft) (Z1 W `4-1ECtVAWC..A1 BLV't`) . t_i ON OE-t0" UN-— R.
GiNTo CQ1P__T%M, bV_ Li ON AVEQL? sr, - 2T tµ-p Slims Of? CeEer_
Writ joNS A\)e . C EX. S Iu3 STeetr)
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): AC12f7_S
7. Nearest body of water (stream/river/sound/ocean/lake): N G RV_A WC 6-8. River Basin: t-,[ EVS(_7
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at ht!p://h2o.enr.state.nc.us/admin/maps .)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
. at the time of this application: 4, , t Nna fJkaD 2_CS1 Oa 1,M AL- <) SES
C Q 4f)

Page 6 of 12
a
10. Describe the overall project in detail, including the type of equipment to be used:
. ,VAh1 Ott , f ILLIWG IN MA)SE elyEp art= Rz Mc) r,- IZDL.-T
11. Explain the purpose of the proposed
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.
nD `?yP..-15I11c-nJ6-?t?? DC-i??-tct?t?ilar.IS C?2 PE?t?ti?1 NPuE ?.?1
r`??STZ?-0 /tWf) 1 02 Qe?JA( ?ftD_ ? 1? ?rrc-lc-C.a C1 PP- I0
Ptf r??-s
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.
N.n.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
i
I.- Provide a written description of the proposed impacts: &VEAH QFLCCAEQtA
p2 RcAt OKSro-y TIOM
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate qLi ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hitp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1Jo WeTtAWW et l
Total area of wetland impact proposed: ./ P ON-22-W.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
ELc:c?a?a?1,?ltlr I? _ 47316 1132ANLft '? LLCO-T • PEZENRIAL,

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.tiscs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12

4: Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
1(/Ne-
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation / lvn/?_
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.):
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.
FeRC-P-Pe IS LANOLCCKEQ• ONLY II.I6I8% j E 60r-_% Pcwr tS e-t Si-ta tPi sir }NCH AycRYQN,4,
PhAS- 2 .3p,ullioyJ P EY(cyS PHASS?& AeG gQtLT CVF , AtAn NG Al,TEZ ACCC-2, PcINT IS f01Srl1E
f22282 kvSr 3E PA u.T IN LCK-ArtCr1 AtU , iUs 2C(Li2r"b 114PNX ro LTOE n ClAANNa- ANn
f-llyS& 21dr3Z RvF LQ . IHPACrS UG>zE ktm(1-il mil'? 1}u04 ;AR,(Q0 4A _ AN(1 A TIhUSltiop 0-
aAUGNKENr CL'-1E ro UTfuT1NA Gf7-GV1"O ,
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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:/ih2o.enr.state.nc.us/ncwetlands/strmpide.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.
f E R 114t.P6c1_. G U TE1 1 1 _ ISO G .f . M IT(?ti o?_l,? ILC.
LG f ?tE9JC _P?? P?? 1-i1 T j o 7 R-L: tLo(TR Ct?2 o U N A
C,JC. i,D
? o? ? ?.GO S?{rr ?Nff,F?L? GE1 tE?tT PfZt?C-?(Z?l
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):- 1 ,0, 1 A 3
Amount of Riparian wetland mitigation requested (acres): &lo
Amount of Non-riparian wetland mitigation requested (acres): fl o
Amount of Coastal wetland mitigation requested (acres): No
Page 10 of 12
l
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(fedeml/state) land?
Yes ? No
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 X
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes N No El If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 `O 3 O
2 ? 1.5 `J+ ?. SQ
E
Total , 2_4, S $ q ,

' Zone 1 extends out 30 feet erpen icular from near bank of channel; Zone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
MIMENT TD WC-E-EE
XI. Stormwater (required by DWQ) .
Describe impervious acreage (both 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.
ALL Si oNt QTR T b 9q:F ft-_-1,ekSE6 cmZSI OE Y.tmEa Ptva2 & REP- f hlT'p
- ?.
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.
<A.W Ott )efz L? I u- RF_ I MTO e)M Li bl e IWM 04' C'r°tPmee
l SS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 4
Is this an after-the-fact permit application?
Yes ? No Z
XIV. 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).
Nppl aht/Agent's Signature Date
(Agent's sign e is valid only if an authorization letter from the applicant is provided.)

Page 12 of 12
.03/24/2004 15:33 FAX
DWt3 Project No, ?± 0 -2:?- I z?
nMSION OF WATER QUALITY • LI:M SPREADER WORKSKEST
1. PROJECT INFORMATION (please compbtathe fokwing inlormBt 0n):
Propd Name : nr?N ?rcr en_ Pty Number:
Laud &prcaderID;. f#
Level Spreader Length ZZ R
Drainage Area tx,
Impervious Area ac.
Maxinwm Flier St *%if a Slope
grate
Max. Dioahargo from a 10YPAr Storm
Max. 01;;chatge to Level Spreader . .--?
Fixer SwplBuffer Vegetation
Gov
Pre-tr'eatmenta Bypass PAathod
1@ 007/012
(perpenda'lat to flow)
(waito and off-rite drugs to the krv01 spreader
(M-0te end o f-aa drwnoge to the level spreader
(6% for forested, leaf K&J cover, 8% for 'I'd ground cover).
(thick ground Over or grass, Canopied forest with Veal jitter
groundcover)
II, REQUIRED fTl;IdB CHrCKUbT
r rernents have been mat and supporting doamentation is attached. It a
initial In the $I= pro^rded to Indicate the fotlowring designaq to stormydo management plan t? MdW includes
a w hy, At t a mininwm, ?Camf? &3 6h?s's and ? outlot stnun,re deta?s, a detailed
roquhvnenr has not been met, affxh 8n explanatlw of w
worksheet for each t3MP, design cdIc ulabonz, pis VW a subtt outot R W9 result in a request for
dd;9e plan and a fully executed opetadon and malnten= agreement. An incomplet
add*ncl intormetlon sad" suhstantl&Ily delay final review and approval of the Project
p Nficants lniti{ Or grass or 11xi h per Cts in canopied forest v?ilh leaf
hi S Lee spreader is at least 13 ft. pet ds for thick G
litter.
i]L1 P(e-Form Scour Holes we on flat slopes only
r?No soinmrAS era located in protedod butfoW
If byptsss meMM spedfied In the E)t8tt LAVei Spreader Design WtlOn Document:
UPWA mee?od is spedfied (11 app%abk) and pW deta3s ON awabons am povided
Dischargo tp level spreader and subsequent Altt+r sdtP is hydraukoy and spl sopomle from the bypass
Ho liaire9 arc bcatea in Acd buffets.
Plan dstalls for the bYP end outlets are provida
operation aW mairttettia = V9mem nt indudos annual arosion and vegetation repair. provi
The operation and maintenance agreement Weed anti notarized by the respons
nt{0 Y requites a
• level epreaders In series can be used on so Des of up to 156 in forested ? ?S Qn 0 cover or Offuup 5
weh thick ground Cow or grace if designed aecord5?g to the Dr-.1 LeW31 Sp
minor varimm In protected buffer tteas. In any everttft second lavef spreader cannot 0 io=ed in Zwte 1 of a protected buffer ate.
03/24/2004 15:33 FAY
1@007/012
DWQ Project Not O3 - 170&0
nMSION OF WATER QUALITY . LEVEL. SPREADER WORKSHEET
I, PROJECT INFORMATIO^N.(P19n>as,1c?
pmid Name :
Cootnd Person: i laau
Laud spreader ID.. 42-
Level Spreader Length
I)rainage Area
Impervious Area
Ma,inwm Fitter Strip%ft SW
bass
Max. DWJw9o from 7 10 YpAr Storm
Max. Dlrcha to Level Spreoder
FiW StrtptButtet Vegetadort
Pre-treatment Of Bypass Mal o
the fokwing inlormadon):
Phone Number.
3 . ice..-. ?.
.q Z cfs
rf3
REQUIRED ITEMS CHECKUST

is attached. It a
Initial In ttw space provided to Indkatt ft (otiowing deso rugairCMants have bears mot end sup mg dacumenttttion includtis
raga4wnen( hap not been MO. attach A' exPbnatlw Of why. At a minkrwm, a compieto rrtormwJtCr management pl7n or
aekagR w U result lt in in s request
g voksheet for etch ?', design enic:utatx?rtsPlant W ? Oy`" g '3 and pout0t ackage , a lfor
dr-Nj;9e plan and a fully executed operation and malntenarta: agreerrx nL An incomplete 541)60
additionol lnhxnatiov and wil suhstantially dew final review and approval of the project
a r+cants W covt:r or gnus or 100 It per cts in canopied forsst vAth leaf
LOTI spreader is et least 13 ft. per Cis for thick ground
litter.
_rj?_-Ne-Forrn Scour Rotes we on flat L'oPeS oniY
tZL?. No ytnrrpns; are loooted in protected buffW
if bypass method WK fied kt the Draft laud SpMader Dealgn Option Docvmettt; '
B a$s Maw is spedkd V appl'rt ) and plan det0a and caculations are prwidea
ar9Q tp level sprmAet w4 subsegtrnt tutor WP is hydrau6CON and spotiaiy tttperate from the bypass
sc?
minor variance In protected butter areas. In any "tthe second )TM 5p Wer cannot (perp©n licu tr to flow)
dtschaiga. `` ... buff=
S Np LtitR;tur69 CrC ion In prt?
e L ? Plan details for tho bypass and outlets are provided _
iPa-? ?? w0 mairttonmw vs=nwnt indudo ? ro6 8y ft %-etatsnle party repair. notuizod is provided
The operation and maintenance agrreroent 6Vied Level spreaders In series On be used On slopes v(up to 15% in forded arm Design Op6on *r vp?ments ThI3 unto 25e in areas
a res
wuh !hick ground coves a yracs if designed soootd5lg to ttktf Dr -,A cannot w located In Zune 1 of a protected buffer >?.
(pr}aito and off-site &B!nage to the krvol spreadet
(on-mts and 4site dralaage to the level spreader
(690 (or forested, leaf kltkr cover, 8% fa thd grwA cover)'
(thick ground cover or grass, oan pW forest with leaf kw
groundcwM)
IMPERVIOUS SURFACE CALCULATIONS FOR AVERY PARK PHASE 3:
TOTAL AREA :
ALLOW. IMPERVIOUS SURFACE AREA:
TOTAL # OF LOTS FOR SUBDIVISION
IMPERVIOUS SURFACE AREA FOR SITE:
14.93 ACRES
30% OF 14.93 ACRES = 4.479 ACRES
47 LOTS
FOOTPRINT (incl. 12'x12' patio) = 1,341 SF
DRIVEWAY (20'x20') = 400 SF
CONCRETE PAD (5'x10') = 50 SF
CONCRETE S/W (4'x23') = 92 SF
TOTAL PER LOT =
IMPERVIOUS SURFACE FOR ALL LOTS:
5' CONCRETE SIDEWALK:
ROADWAYS :
TOTAL IMPERVIOUS SURFACE AREA:
1,883 SF,
47 LOTS x 1,883 SF = 88,501 SF = 2.03 AC.
= 0.34 AC.
1.72 AC.
4.09 AC.
PROPOSED PERCENTAGE OF IMPERVIOUS SURFACE AREA = 27.J9 Y,
SITE IS BELOW 30% IMPERVIOUS SURFACE AREA AND IN COMPLIANCE.
LETTER OF TRANSMITTAL
TIIOIIIPSON & ASSOCIATES P.A.
NFiy LOCATION
153 Holly Springs Road
r- Holly Springs, NC 17540
Phone: [phone] -- Fax: [phone]
11V15(00 of )-Jt-I(? QQAQr-(
4o( C-3e-v?Qbs v?(i ?No
-E) LQ D . i1jN o
DAT 0?- Q JOB NO.:
7 L?-
ATTENTIO K' 1\
RE:
'Qc
.Z

WE ARE SENDING YOU:
Shop Drawings
Copy of Letter
Attached
Prints
Change Order
F
Under separate cover via
Plans _ Samples
Other
COPIES DATE NO. DESCRIPTION
r (?

V ?
.--
1,-t I
? le ?
CCll

THESE ARE TRANSMITTED as checked below:
For Approval
For Your Use
As Requested
For Review & Comment
FOR BIDS DUE
Approved as Submitted
Approved as Noted
Returned for Corrections
Other
20
REMARKS:
the following items:
Specifications
Resubmit Copies for Approval
Submit _ Copies for Distribution
Return Corrected Prints
PRINTS RETURNED AFTER LOAN TO Us

COPY TO
SIGNED
&
If enclosures are not as noted, please notify us at
WETLANDS 1401 GR JP M01IT 1S
JUN 0 3,200.1
WATER QUALITY SECTION
May 25, 2004
To Whom It May Concern:
Wilco Properties, Inc. would like to appoint Thompson & Associates to act as our agent
for any issues relating to the Division of Water Quality for the Avery Park Subdivision
located in Gamer, NC.
Sincerely,
Wilco Properties, Inc.

Diane W. Wallace
Vice President
1708 TRAWICK ROAD, SUITE 209 9 RALEIGH, NC 27604 • PHONE: [phone] FAX: [phone]
ti

Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
JUN W0 No. 19'_
- %Z
Version May 2002
please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project: U ?1?I
Q Section 404 Permit Rtp? ian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
VJ 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N k C
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: W I Le n R'Q PePT(ES / 4AMY, ? A OUJS
Mailing Address:JJQg T IC .IL 2_0A> t SUITE Z-09
Telephone Number: M i6l) ZSO- G 000 Fax Number: Gl o0 ZS0 -- O 10
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.)
N
o (L
Company Affiliation: ?O r l„y l e.
Mailing Address: IS S H o LLY SP 12i N Ca S RIN .
NOLl Y SP2.IwuS i me. U+Sif O
Telephone Number: M(q) STI - 0209 Fax Number: MI) 54-7- OC QI r
E-mail Address: r. Sleeker ?d ectr??.1i?.<% vAp-+
v Page 5 of 12

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 MEO-Y PACK ? ')r2,Nyym n IJ J?JA-A?
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 14 R • II - (oh- S Q t1-(;
111. il- 66 - 353?-
4. Location
County: J VF_ Nearest Town: A?NE2
Subdivision name (include phase/lot number):&yC Dy PA 1ZK NA
Directions to site (include road numbers, landmarks, etc.): NiJY ?o EAST IRD VflNDc2^_
?PgfociS RD (Zi C+A `G-1ECi1AmkcAl RLV'>, LI ot4 UUS oll P-6. Q I
ONTO CQPTtSs DR LT QN AvE2q ST - RE 191D SITE OZ C.t'.-CGK-
iotl?ioNS A\Je. CEX. S`'UE5 Sf2c?-r?
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): ACI2,--C,
7. Nearest body of water (stream/river/sound/ocean/lake): ?,-) I G RE A h1G &
8. River Basin: W EVSc-7
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
. at the time of this application: C1TG IS, u3no Dk-D . K-Q?A{ - t_m AL_
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
(-?C?Awi,lei , T1L-wwG 1N wa)sF 1?1gcP- t3 ;, F-f?- At,) 1) I?? LT
CAH R ATIoO "tbZ Pf-1Aht,; kY Cc-,[QSTfLUCT(otit jo
&=yve P oPoC fit)9f)oi(sio" ( AQCIZ? PAPS Ptt• 3
11. Explain the purpose of the proposed
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.
?D yP1s<11CTtJf-??L D ? " FA4(NAilno "SP- Peat taI HA;C t 1
?,ajcsn-ra stn r o2 neaA(tcepTEz 11A pSi=« cy4 PrAotz
etfAsc-s
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.
Nn.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: c r7cok P L_C'C'6'RQ" -
! ! ( ? •r C;cP-At hl A AAA n T1 LW K 6 1 ?.1 r` E O&e QV-a2 Ay FF142 .
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 511,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at ham://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Flo WETLAt4m W
Total area of wetland impact proposed: / P?hc2TY .
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
N
r.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., -www.tol2ozone.com,
www.mapquest.com,etc.). ; Tre,??ti" R`?mc,,AT'N 0A3
7
Cumulative impacts (linear distance in feet) to all streams on site: x r. ?F
? (? rod oS?? L F
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
1(1,91V C
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation /LA
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.):
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.
COIL
Pa;PG TY IS LANOLCCKE6, ONLY ItIGQESSfKQE?S Anwr IS e-y ST"a'UiC cr f?-IcN Ave-9-Y
Pttn4- Sc??biyl?lotJ. POEV(au5 PHASt=S AQG RQ(LT Gyr , AL4n My AI.Tetz AtLCSS PcINT IS fro-%SI(1E -
RD )4wSr Inc- R-Aa IN LLf-ATICO SNouxA JU& 2E(Luzu-46 tVAPACT ro 57-2EAn GAnNNta, A-t-In
FAEp)Sc, MvM f;v rT?fL . it(PK.rS t-3ErC- t1NtJ4uZ-e"URG 6A9i'DO LA UL At AO A r1tA0%W1zPG-
XALI6N?t6NT CLOSE TOe7?- llTlNA GfZCV1,10.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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/ncwetiands/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 casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
W 110er- 'VJAJ,t l-SO L-F LE (!MMQ0- ?1M IM(?iFc i (? f?t?U? Ttt?1
AYE' Llo WETLAuos co SITS 11q=-Vc T6TLE No WT164-tler.1 (S
P(F!:Q,5c PED
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): lJo
Amount of buffer mitigation requested (square feet): NO
Amount of Riparian wetland mitigation requested (acres): &lo
Amount of Non-riparian wetland mitigation requested (acres): Me,
Amount of Coastal wetland mitigation requested (acres): No
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
Does the project involve
(fedemUstate) land?
Yes ? No
X.
an expenditure of public (federal/state) funds or the use of public
n
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 X
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes 14 No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 54 &?Q 3
2 1.5
Total
• Zone 1 extends out 30 feet ?c pcndicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
B?9MENT ID NC&Ct
XI. Stormwater (required by DWQ)

Describe impervious acreage (both 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.
`(?I S i oft C.)AT h W iii o MekEe t?ly c2 L; r ??i? f ?1 ??c?
CaGI - SWEA.DAEVS TO Urt-FlSl= 1Z . itAPEP__W 1, CU(Zk?r CE f CC7?-A ?ly
Svil???fJ_ C?G_GC 7 ?30'r? ?
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.
(?4E:t,)ef2_ U 1 U.- RF7 T(Fn I MTo bus ?? ?? j ?c>?l off"' GAeW,62
s<T
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No W
Is this an after-the-fact permit application?
Yes ? No 14
XIV. 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).
Nppl?4t/Agent's Signature Date
(Agent's sign a is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

03/24/2004 15:33 FAX
DWQ Project No
nmsft3N OF WATER QUALITY . LEVEL SPREADER YiORKSHEEf
PROJECT INWRMATION
Propct Name, A+v
Conw Person:
Loyd sp WerID.. # Z
Level Spreader Length
ISrainage Area
Imper A= Area
M,;mum Fher SuVi3vffcr Slope
gMS3
complotethe t9owing inlormation):
lace,
MM DWhargo from 7 10 YPAr Storm ? p.ol - C4
Max. Discharge to Level Spreader
F-ter SV9muffer Vegetation
Pre-treatment of Bypass Method
nwe Number:
[A 007/012
(perPWWj;0uW to (low)
(on-alto and off-s+te drBinage to the kcv4t spreader
(on.slte Md off-site drdW to the level spreader
(69'o for forested, lr sf RV, cover, 8% lOr d14 ground cover).
(thick ground Ovcr or grass, =PW forest with Ie3f frtte(
gmundcaver)
I) REQUIRED (TEMS CHECKLIST
rovided to tnd? ate the toWn9 design reorernents have bean mgt and Supporting docvmentGtion is includes
laitltsl In thu space p to storm wJtor management plan wh
?qurr emenr has not been met, attach an explat?atlon of ufiy, At a min 6tf?y and outiot structure details. a detailed
g worksheet for each tom', design cdculatiotu, plant V ? to sut'>< P 39R'Mll Moult in 6 request for
dr0i1a9e Dan and a fully executed operAon and ma nte:nu= agrKmant. An ip=pt2
additional informatlon snd" suhstantla(ty delay final review and approval of the protect
A-MF nts Ini ? idc ground coyer or grass or 100 ft per ds in Canopied forest v ith leaf
? Levct spreader is at least 13 ft. Pet cots Q
litter.
Pre•Form Scour dotes we on fiat Owes Or?1y
No toirtivns cre loc$ed In protected Wf if
If bypass method specified k1 the theft fray, Spreader Design 00 0 Dooffo utt;
Byp'M method is 5pedfied (tf appl,gZ*) and plan detailia end CVrCWations are prvvi d
Discharg0 !o level sprier W4 subsegtr.nI filter Wp is hydrsra"aCdlly and spod* operate from the bypass
No r?ttlx O VM A *d fn p*;tcd tuft m
Ptah details for the bypass and ouYets are pravidui repair The operation cN maintora= oS==nt lnduda d r>otarized _ by ft response 1e p" provided
The operation and mainteriance agreement 09ned
to 25°!o in are
Level spreaders In series can be used on slopes of up to 1996 in forested areas with I:af -r cover cx on TdoM his poup to 2 re in are a
v?tth thick ground ow or t? d designed acaortt? to the Draft LeW Sprca& DBSl9rt Op6on
other variance In pruoded buffer areas. In zny wont the second )rM spreader cannot G* located In Zuoe 1 of a protc uted Iwfter ».

03/24/2004 15:33 FAX
1. PROJECT INFORW
PrvNName'. _A,
Cvntai Pawn:
Laud speader ID:. ttj
ID 007/012
DWQ PMect No
nnnsloN of `MATER QUALITY - LEVEL SPREADER WORKSKEET
TION (please complete the fc;lgWmg inlorm9on):
phone Number:
Level Spreedcr Length 22G ft.
Dralnage Area W.
Z.Z ,._. W.
lmper&us Area gym,
Maxitwm t"•tte( C4jOVtter Slope
gnats
Max. C)W horga from a 10 YPAr Stalin ?• 33 Ct3
Max. Orr; barge to Level SPreader 3
P6'ter Strtfflutfer Yepeta'aon L ? -
pre.Uvabnent or 9ypass Method
II, REQUIRED ITEMS cttECKUST
In'dlal In the spoee Pr rAded to tnd?_ate the (OWWng &SO ruoreMents have been mat and supporting documerdGtian is attached. !t
s
roqurremenr has not bCC1n met. attach on explanajim or ashy. At a 6nknum. a complete stamt?4tor rnwgemont ply $? includes
t1 worksheet V eddy BMP, da5ign cakx?labons, tom= Ad spe*" a Ow,wwng ad D ttP% end outtot stJucwre detaas, a detailed
drailsge plan and a tuJy executed OPer%lon and malntens>nse agreement. An incamPlete sUW tW Page v id result in a request for
addit onol tnrwmatlon s>nd will suhstanU9)ty delay final review and approve{ of the project
a f?cants In'
p? S LCvt:l Spreader Is at feast 13 ft per Os for fltiCSc 8mLA cm{ or grass or 100 4 per cis in CanoPied forest vAth la
litter.
P(e+ortn Scour Holes we on flat stvpes Only
=:T==No stnrrnuas cm located in protectbd bu(foW
If bypass method speafied ki the Dreft laud Sp(t:ader DOSO OPtlon Doc imci t:
f3ypwA memocl is 5pedfied (i1 applrtabk) and plan details and ct11Ct8utivns am provided
Disdtargo tp level sp zwcf w4 subsequent fllOr Wp, is hydrauWy and spA*1 sapmte from the bypass
teandrstrtrct as orG I in pr*ae1 buffers.
plat details for tl+e bypass and whets are provided.
Tt 3 operabon and mtntoram pgmernent indudas annual rarosion rand veoetatioeAair• ovided
The operation and maintenance agreement ;Vied and nQW'rzod by ft responsible party pr
• Level epreader, in series Cen be used on slopes of up to 15% in forested areas with Option cover or dolz of??iy5etin.Or a
wtitth thick ground Ow or grow if des+gned &% **%I to (W Dtatt LW Sp
spmader ccnnvt be Iocaed in Zune 1 of n protcded putter =via.
mino( variance In prooCcted buff meas. In any trneintttte second )noel
(perppndicuiar to Bow)
(pn..bito and olF-s;te drtznage to the level spreader
(m.sIte and off-site drainage to the level spreader
(6% W forested, lr of MV cover, 8% to did ground cover).
(thick ground Over or grass, QWPW forest Ah lest litter
gmundcover)
_ ?IMPERVIOUS SURFACE CALCULATIONS FOR AVERY PARK PHASE 3:
TOTAL AREA .14.93 ACRES
ALLOW. IMPERVIOUS SURFACE AREA: 30% OF 14.93 ACRES = 4.479 ACRES
TOTAL # OF LOTS FOR SUBDIVISION: 47 LOTS
IMPERVIOUS SURFACE AREA FOR SITE: =

FOOTPRINT (37.20'x31.60') = 1,176 SF
DRIVEWAY (20'x20') = 400 SF =
CONCRETE PAD (5'x10') = 50 SF
t s
CONCRETE S/W (4'x23') = 92 SF t
TOTAL PER LOT = 1,718 SF/LOT ! -
IMPERVIOUS SURFACE FOR ALL LOTS:
746 SF = 1.85
718 SF = 80
47 LOTS x 1
AC.
_
,
,
5' CONCRETE SIDEWALK: F
= 0.34 AC. ,
ROADWAYS
= 1 .72 AC.

TOTAL IMPERVIOUS SURFACE AREA: = 3.91 AC.
- -PROPOSED PERCENTAGE OF IMPERVIOUS SURFACE AREA = 26.19%
SITE IS BELOW 30% IMPERVIOUS SURFACE AREA AND IN COMPLIANCE.

mailbox:///C l/Documents%20and%20S etti n gs/bob_zarzecki/Appl is at...
y
Subject: Re: Avery park Subdivision, Ph. III
From: Bob Zarzecki <[e-mail]>
Date: Mon, 03 Nov 2003 11:46:44 -0500
To: Joe Lyle <[e-mail]>
CC: Steve Mitchell <[e-mail]>, todd st John <[e-mail]>
Joe:
I've reviewed the project with Todd. We agree that the buffer impacts can be approved as "allowable w/
mitigation". Therefore, you will need to provide buffer mitigation for the buffer impacts. As far as the
stream goes, since you are under the 150-foot threshold listed in the GC (assuming that the USACE will
allow you to use NW39 or 14) you do not need to provide stream mitigation to the DWQ. However, you
do need to design the relocated stream such that you meet the aquatic life passage, stream stability, etc.
requirements listed within the GC that you intend to apply for. You also need to provide the additional
information requested in our October 20th letter. I don't see a need to meet you on the property at this
time.
Regards,
- Bob
Joe Lyle wrote:
10-28
Bob,
In refrence to the above project, DWQ #03-1260, I'd like to discuss the restoration and mitigation with you. I
believe that Tod also may have spoken with you about this project earlier this week.
Specifically, I wanted to discuss your familiarity with this stream , if any and where best to begin. I was also
hoping that we could meet on site.
Please call me or email me once you've had time to look over the DWQ file on this job, to discuss it further and
set-up a meeting.
Thank you.
Joe Lyle
Thompson & Associates
577-0808
1 of 1 11/3/2003 11:46 AM
http://imaps.co.wake.nc.us/imaps/printmap.asp?pin=1711674139&pin...
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? ' ? ? . <• ? ? Wit" ? r.? ?-w ?! ?iV?
WAKE
COUNTY i ?y?cVhk Lnl?rn»Np.. Serv i?ea
Parcel Number: 1711674139
Map created on 11/312003 11:37:33 AM.
Copyright 2003. City of Raleigh, Wake County.
REID:
OWNERI
ADDR1:
ADDR2:
ADDR3:
6-1 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:
yl)
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:
0 0 172 It DIR SUFFIX:
0015729
TWIN SHIP
DEVELOPMENT
COMPANY
PO BOX 267
GARNER NC
27529-0267
09495
0220
7/15/2002
3.48
0
27840
1
CREECH LAND
171111
1711674139
GA
16
0
0
00
0
V
R-9
035-00000-0032
0
CREECH
RD
1 of 1 11/3/2003 11:37 .
\o??F W AT ?q?G
? r
O _ 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 16, 2004
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Wilco Properties
Attn: Hank Morris
1708 Trawick Road, Suite 209
Raleigh, NC 27601
Dear Mr. Morris:
DWQ # 03-1260
Wake County
Page 1 of 2
On June 2, 2004 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to impact perennial streams and protected riparian buffers for the
purpose of constructing a road within Phase 3 of Avery Park Subdivision in Wake County. Approval
from DWQ is required to disturb these streams and buffers. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply:,
Additional Information:
1. Stream Relocation - Please explain why natural channel design ("soft") techniques cannot be
utilized to avoid the use of gabions. Please provide a planting plan that includes at least 2 different
native hardwood tree species at a density of at least 320 trees per acres. Please provide the exact
length of existing stream channel to be impacted within the construction corridor and the length of
stream channel that will exist after the relocation is complete.
2. Buffer Mitigation - You have proposed greater than 150 feet of buffer impacts. As such, your
proposed impacts of 9,617 square feet will require 23,170.5 square feet of buffer mitigation (if
approved). Please redesign your plans to keep the proposed buffer impacts below 150 feet or
provide additional justification as to why this is not practical. If it is not practical, then provide a
mitigation plan (e.g., payment into the Riparian Buffer Restoration Fund) that satisfies the required
mitigation as per 15A NCAC 02B .0233 (10).
3. Diffuse Flow - Please clearly show the proposed level spreaders to scale on the plans. Please note
that stormwater easements will be required around all stormwater management devices (e.g., level
spreaders) required as a condition of any final 401 Water Quality Certification and/or Neuse Buffer
Authorization Certificate approved for this project.
4. Nationwide Permit - You did not state within your application which U.S. Army Corps of Engineers
(USACE) Nationwide Permit you intend to use for the proposed impacts. Please be sure to state this
in your new application. You may need to contact the USACE to confirm which Nationwide Permit
your project will be eligible for.
In addition, we are hereby retiring your application package originally received on
October 13, 2003 and the additional information received on June 2, 2004 since no response was
received on our October 20, 2003 letter to you until June 2, 2004. As such, you will need to
NCO
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwctiands
Wilco Properties / Avery Park Ph 3 / DWQ 03-1260
Page 2 of 2
June 16, 2004
reapply with a new application and fee. Be sure to include all of the information listed above
within your new application.
Please telephone John Dorney at 919-733-1786, Bob Zarzecki at 919=733-9726 or Steve Mitchell
(Raleigh Regional Office) at [phone] if you have any questions or require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c) and 2B .0233(8). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
VnD-o'4
etlands/401 Un t
vision of Wa Quality
cc: Regine Stecker, Thompson & Associates, 153 Holly Springs Rd, Holly Springs, NC 27540
Steve Mitchell DWQ Raleigh Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
DWQ # 03-1260
. June 16, 2004
JRD/bz
mailbox:///Cl/Documents%20and%20Settings/bob_zarzecki/Applicat...
not hold it up...I'm afraid that we can't approve the buffer impacts until you provide all of the
information requested and we complete our review ...I would recommend that you send in your response
to our June 16, 2004 letter as soon as possible...
Thanks for your help with these items. Feel free to call at the number below or respond via email.
Thanks.
Joe Lyle
577-0808 ext. 207
2 of 2 6/30/2004 2:25 PM
mailbox:///Cl/Documents%20and%20Settings/bob_zarzecki/Applicat...
Subject: Re: DWQ Project # 03-1260
From: Bob Zarzecki <[e-mail]>
Date: Wed, 30 Jun 2004 14:25:44 -0400
To: Joe Lyle <[e-mail]>
CC: john dorney <[e-mail]>
Joe,
Sorry for taking so long to reply. Call me or respond if you still have questions. Hope this is helpful.
- Bob
Joe Lyle wrote:
6-25-04
Bob,
In the DWQ letter dated 6-16-04 for the above referenced project there appears to be some confusion I hope you
can help clarify?
First, Item #2 says the stream impact is greater than 150 LF when the application shows 120 LF of impact. Did we
miss something?
actually, Item # 2 says "...greater than 150 feet of buffer impacts ...... we measure the impact from the
point where the road enters the buffer to the point where it exits the buffer ...road impacts greater than
150 feet (or 1/3 acres) of buffer impacts require buffer mitigation...
Second, at the bottom of page #1 in bold print it states that you are retiring the application received on June 2,
2004 " since no response was received on the October 20, 2003 letter". I'm not sure I understand this. It appears
that either a new fee or a new application is required? Can you clarify ?
...John caught this one...he said that since the response arrived greater than 3 weeks (approximately 6
months) from the October 20, 2003 on hold letter, that a new application and fee is required ...I think that
we can work with the June 2, 2004 application if you provided responses to our June 16th letter and the
appropriate permit application fee...
Finally, A few more related questions:
1. Once we get you all that is needed, including the items requested in your 6-16-04 letter, how long will it take
to get your letter of approval?
it depends... essentially our clock starts back over again the day that we receive your response... this
would allow another 60 days for our review... however, I don't expect that our decision will take that
long...
2. Is it possible to get your conditional approval now if we phase this project such that the stream impact will take
place in a later phase? The condition would be that the mitigation plan would be submitted for approval with the
next phase.
I'm not exactly sure what you're asking ...it appears that your only impacts involve the road crossing-as
far as we're concerned you can begin work outside of our jurisdiction (as long as you provided diffuse
flow of stormwater)...I guess what you are asking is if we'll approve the project so that Land Quality will
1 of 2 6/30/2004 2:25 PM
F W AT ?G
\oCWUQ,
>
o c
l F. Easley, Governor
Michae
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 20, 2003
DWQ # 03-1260
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED' X11
Roy Tripp
Post Office Box 267
Garner, NC 27529
Subject Property: Avery Park Subdivision, Phase III
Dear Mr. Tripp:
On October 13, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of constructing a roadway in Wake County. Approval from DWQ is required to
disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply.
Please show these on maps of suitable scale (for instance' 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan. Stream relocations in the Neuse Basin must be conducted as stream restoration.
2. Please in icate all buffer impacts op the site plan including those between lots 11 and 30 and 31 and 1
and 2.
Pe?
3. Please locate any planned sewer lines on the site plan. a-w_ ?-11011y ?•?',/??? ''"?"`?"'? `" ?w
4. Please indicate all stormwater outfalls on the site plan. ? Q,, w/ LS # /-? Yo
5. Please indicate the diffuse flow provision measures on the site p fan. Please provide calculations and
information to show that diffuse flow shall be achieved. Please see the Draft Level Spreader Design
Guidance at http://h2o.enr.state.nc.us/ncwetlands.
6. Compensatory Buffer mitigation is required for this project. Please provide a compensatory mitigation
plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the
type of impacts proposed.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear fro m you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Michael Hudson, Thompson and Associates, 153 Holly Springs Road, Holly Springs, NC 27540
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.stite.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
?` 0.
V610l=P.'.1
Sincerely,
Office Use Only: `J r t Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA".)
1. Processin ;
1. Check all of the approval(s) requested for this project: t
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 DSi401 GROUP
Name: do
Mailing 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: ZVOmi2561V il,vy Asseciil7ts [/?'l?cµA?e 140AsrrA
Company Affiliation:
Mailing Address: /S9' U6LL X SRRhV6r R1?
?1r<<y r? l .s .?Air Z7S4 n
Telephone Number: !9/!g .577 -990 Fax Number: 91c) S"77 y? y 9
E-mail Address: A i4L zsScn/ 10) EARTNLin/K ? NET
Page 5 of 12
Telephone Number: 9D9 40&t- G,c,oo Fax Number:
E-mail Address:
111. 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: Av4AY PAPK 5ej ,),Vjfie)i1/ Rlmyr ?
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Z7/1, il cam/,., -sp 4 (o /17/1, 11 -6-7 - 40391_
/7/i. // -66 -.?s3q
4. Location
County: WAK E Nearest Town: C„ gy ,
Subdivision name (include phase/lot number): Av" V Pwk, Pfl4s,
Directions to site (include road numbers, landmarks, etc.): Ai. ? 7t., F_ 'To %1,4emr,2,j
SOTJt - R+ On MPC6-01141 UAL Lrr? DA/ WESnOV -t>- - Pf VM0 Cur41,4i
Dr- LFFT ed AJeza 51, Rr ..,4 cde or cwfy ?o,vfuiY.?I AvE Ury& "i e r?
5. Site coordinates, if available (UTM or Lat/Long): ?--
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): ice(-. el 3
7. Nearest body of water (stream/river/sound/ocean/lake): Ri& i?94AI?f
8. River Basin: 41 d U
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/adniin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SJc_ is oocdcj. Res.drA1,41 yses ritcromrz Qwwly
-pro p.r?ly 'tunrn r-cs.drnl.er
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Lrrect.wlf., Fau.yL ,-,%/ Nr,xr ,P,.E_F c3u."FBQ A/ b - M REAe
2r--i. eArn.J Ar_en.ntjjy Cb ;'t'--IeT7eA k teen ?l?ft EO ftia„!, ?.r?rN.
11. Explain the purpose of the proposed work:
,ao?
S,?lx?, ?,s.?J
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.
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.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: 571P + QP -ZtV,*nC.y N t1s 1-,F
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
I00-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditch ing/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://,,vww.1ema.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(leases ecif
37 13i(r RRAWCH 0" Cul'j ' r'rR,,F

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topo7onc. coin
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if applicable) Name Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
??. if LAJbLc4LKE Onl . M tTaXr a),,,1 t r ex, tTVa zo f.rin pr .ht- et
syb / r rn re?r?,c b"101-t-4 a d no .rr at.,efl oc n i! ,ow k.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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/strmPide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [] No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 Z v 3
2 2 Z9 1.5
Total S1I Z- Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page l 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
A11 f Jyr., , ?,?r?g 7y r3K RfL&AtED e.,w of NFUt? 29 %IEC _ 11 u;e =.e Mt u LE?fr SPae"wE r
ro n.lf.?jE ricul Nc pi.a Cluri 9Z i??CBXII. 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.
SA I.ul 52wa 7.FD 70 £x, mead ur LA4y a 4, zeoi
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 FX]
XIV. 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).
AAplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Vcrsion May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appucaole" 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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: Roy TRiPP WETLANDS 1401 GROUP}-
Mailing Address: P.O. i3cx 26 7
nr
C Ai2n)ra, NC 27S22
_ IA/Arrn .,
Telephone Number: CD2 404.t- G,(,oo Fax Number: WATER QUAITYSECTION
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: iVOAW57 1V AA,,o ASSec?^,,FS Ll11?cµA?e /404scn!)
Company Affiliation:
Mailing Address: /i3 d6u_v S>Rzm r ?Qb
Nr[cy S???R?US A ar 2'2_f'4e)
Telephone Number: !Rig .5 77 - 00 0 8 Fax Number: 919 S`77-- v & Q 9
E-mail Address: In. Fluos"c iy d1 jAATH t,A1K . NET
Page 5 of 12
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: Ay,5PY PAP,< 5;.t313,yi_rioA1 _RdAS?f
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /7//. i? - (?/ -ssg 4 #? l off, ii -6-7 - 4139-x-
4. Location
County: WAK I- Nearest Town: GAp_NE/?
Subdivision name (include phase/lot number): AV"V afi,,r Py4yj Directions to site (include road numbers, landmarks, etc.): ,.) ., 76 F_ 'To i/AdAc.2?4
Orin t - Rt• on Mvc?ornul 01do, t.Er-? py WFSnn/ Q»• - R+- aAto Cur411t
Dr_ LFFT n4 AJe2-j s-. Rt- ..,U t.It or rQEFir lo, mtoti AVE (s'70e, I-Itfr,N
5. Site coordinates, if available (UTM or Lat/Long): --
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): i4. J3
7. Nearest body of water (stream/river/sound/ocean/lake): 131c,- &R4A/C14
8. River Basin: 41EUSE
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: S0e_ is ?jocdej. uf.dmt,q I vses fiyr rc.Jnn FWW/g
PraP?rtr Tun?n ?r.dr.tl.ct
Page 6 of 12
10. Describe ? the overall project in detail, including the type of equipment to be used:
010001, 1b, FILLIO/L' rn/ Ne.irr oe.rE_E! ali:FErP AVM ^? //S L.?^'. JFREAM
IQ a e- -e1 iana.J ?e?_?eanw? Ce.lfi?ycy7eA to?d f!-OPC4fe f[?h.IrV?J?tlN,
11. Explain the purpose of the proposed work: RoAo,dAy
S, ? }xa. ? WSJ
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.
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.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: '5'lr Q r :Zc...rrc,v
?tr ?. nf-I F 11 1 N NP,lfr Q ? : F,?R
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

• List each impact separately and identify temporary impacts. 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.
" 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.1enia.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
37 13/(r 9RAAICH Aflq eN,04

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
ggetle if LA46Lami. Only .•Ir (Je.4eyXt P..,4 is cx, rrvl3Z_n jcym Prghr_.ph4Yee
S?b I .i ss an Pr??r/uf 01?frr G? b?.lf-e„}II?„d ?? c'u11/ ?t?Nl >c.„f e! ?Oett,?,Jt.
A!/..n /AAA M../L ?,. h.. II• .w I/,I/{..... iL...w . ?../ rfi .1. /I.w?
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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://l12o.enr.state.nc.us/newetiands/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.
At JA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No [4
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes UQ No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 Z. V3 () 3
2 ,, 29 1.5
Total 511 Z.
` Zone 1 extends out 30 feet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
,411 ]kf-MmJALEAI 7V t_?Z QELEAf__D QtwAF NfUS.!, LE?fr SPREQJ,-&
ro A.,trurF Fic.J N o Ae .,,+ (I, U L9 & 1/71" All
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.
_SAp ,re.tf <EWrt •r.,FD 'n EX. 7D,,/Al C F G-AAV4fet 44ff tM
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No PAI
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
A?plicantXgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Vcrsion May 2002
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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
WEWDS/401 GROUP
1. Owner/Applicant Information
Name: Roy 7RiPP OCT Y 3 2003
Mailing Address: P.o. Rex 267
Cr A ?2 Ot R, NC 07.52 y QUALITY SFCnn _
Telephone Number: CM 401,1- 4,e oo Fax Number:
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: ZV 0m t2Se)1V A,vy Ass?c,n ; fs 00oc,4Aez 14&?4senl )
Company Affiliation:
Mailing Address: /S? 146a y S'PRIV .r Rb
Nrtc y??,?? I rs" .?1&C 2754 c?
Telephone Number: gig .5 77 - 9 809 - Fax Number: 91 i S"77 CU to C) 9
E-mail Address: M. Nu Ax -c Al 6? iFAA-r N t,N K . NET
Page 5 of 12
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:_ A ye R Y PA R iC 5czc3ji,,v1E1 oi? 21Wh C
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 171t. 11 - 6e,, -s 17,1, 11 -L7 - 4139
?7??.
4. Location
County: WAK F- Nearest Town: [„AgNr4
4
Subdivision name (include phase/lot number): AV"V PARir ,HMV '
Directions to site (include road numbers, landmarks, etc.): d,) .? A, F_ To V,445016
nr,nj? - Rt on MPL{.an,LAI f31Jb LrFT on/ WErnei r>• - Rt ante r4,tt
Dr- LEFT c.%I AJeE-4 Sr. - Ri- nls <.1L_ _ o.- rREFl ec""MI'V AVE (STo(S V4,eerN
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): ice. J3
7. Nearest body of water (stream/river/sound/ocean/lake): i3 i t Bg4Alc 14
8. River Basin: 416U-5E
(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.iic.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: S,4c is oocdej• R2es.deArj uses rijrro.J^n pn?ptaly
PraP.tltY 7vnr? .-rtfie.?1.??
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LsrncE,w?b, ??LUAI?' :.? IVe KZ Q.vZk av?iEQ ",b ^-I //3' 44x. Jt(REAM
PC, t)4J Y eb-V7l1-Ucnt6 to?b ?nrsc'e f[./Ll,v.t?rv.
11. Explain the purpose of the proposed work:
S?7lar?. Jityr rj
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.
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.
,yo
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: smF.tn+ Qp -??.,?n?,U N ins ?,F
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
.(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.rov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please s ecif
37 iU RRIIAH AeRe

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us_s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwlV.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Nat Watle)
(if f applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
mot. if Lt4JbLC.?cir c)nl., Mnrr/? Kr c).A4 it ey, tro ah from p h4a at
! ,,l ?.r Ln. Lav,#Ltc OhArer are b?•1f-c„4- a„d o 1/ arrfff a,,,t t! ,Otte/b/1•
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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.ne.us/ncwetlands/strms,ide.htm1.
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
If you answered "yes", provide the following information:
Yes ? No 1:1
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 Z 3
2 2, Zq 1.5
Total 511 Z.4
t extends out 3U lect perpendicular from near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone L
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
14/1 fkr---'4rEA 7V aZ RfLe&L15 CI.W"Olc NFVIaT' P-UfZ l3 P"715 9 MPM GE?Ft S'PR
TO n.4-L&'re Alc"/ NO Dr.nf (?rt ?cno? rn?a /??'6?
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.
SA ,,rct l SFWrC rrrtD -n ?x 'MdAl C. r C-ACVta SvrrtM
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
XIV. 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).
AAplicant/'Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
To: Q/ ?;s, c,, LJat?2 <Ju 4t it / Datc: Job 4: ?T' ANUS t 401 GROUP
UUI jJF-rL iw,,S tmi, r Attention:
1FLSv_ _MelLI 57e ?t- Re: OCT 1 12 9nn-3
THOMPSON AND ASSOCIATES, PA
153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NORTH CAROLINA 27540
OFFICE 919-577-0808 FAX [phone]
www.ThompsonAssociates.biz
/6
TRANSMITTAL E_?'
We are transmitting:
? Print plans
? originals ? I.cttcr
Attached ? Under Separate Cover Via
? Specifications ? Memo ? Samples
? Shop Drawings ? Q6AJ 'Qp'I,ct any GRrrK ICC:?
No. Date Sheet Description
'elep - P4 0 ,iv

y36 + 6m

G

elllierz Fa 6

THESE ARE TRANSMITTED:
Approval ? Approved as Submitted ? Resubmit _ copies for approval
? For Your Use ? Approved as Noted ? Submit _ copies for distribution
? As Requested ? Returned for Corrections ? Return _ corrected prints
Q" For Review and Comment ?
Notes:
cc: - From: /f /,C///jCG /???So 1
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 1 `? ??+ 11
(If any particular item is not applicable to this project, please enter "toot Appucame° 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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: Roy TRIPP MAMD8 1401 GROUP-
Mailing Address: A. o. t3ex 267
GAanJrR, NC ?7.S29 OCT 3 2003
Telephone Number: CD2 Fax Number: VMK QUALITY SECTION
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: %N0m 1256 IV Amp
Company Affiliation:
Mailing Address: /!!j3 AJC (?Y S R1116f RD
I%Ccy Sa,??tilo-? , le- 22S4c)
Telephone Number: i g .577 -0509 - Fax Number: q/ c) S'77 U y 9
E-mail Address: 14, Nu AS c N 0t) J•AR t N Li N K . NET
Page 5 of 12
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: / V4 AY PAP K _4u A,v, r,an/ 0211AYE S'
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /7/1. N - mac, -sp 4 (, 1l1ti, I/ -(,,I - 4#39
?7/1. 4, --.353-4
4. Location
County: W A K E Nearest Town:_(„ ,2 A1h 2
Subdivision name (include phase/lot number): A"V I>A,2k, Pa4st Directions to site (include road numbers, landmarks, etc.): do ., A, F 'To ?lo4dbc,26
or,n,t .. !2•t on MPC?:M,cRI Uido, L-rr-T on/ WannI P-n. - Rt mto Cur4,lt
Dr- i.EFT enl AJeel s.. - RH nls !cde on Cafe evmmioi Ave (STUb slgeeir
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): i$. el 3
7. Nearest body of water (stream/river/sound/ocean/lake):i31c &g4AIc,4
8. River Basin: 416U54-:'
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: S,Ic is ?jocjej. 1?es.JtA1,r I yrU surro?nn Qnrpraly
ProPa?ty Tunes ?t.dr.tl,cl
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Lrrnetwi-? Fal-W4, r,,./ Ale.Ke oe.vzp, c?urGErP Ayh "1 1/.S i-4. TirREnM
11. Explain the purpose of the proposed work: RoAwj4 y
S#)Ix).?g e,.J
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.
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.
,yo
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: '157mmFAM Qp -? rr.ana ^' ?s ?,F
r m i NPUfc Rji:F05A
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 611,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.1em i.eov.
'** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
/ 37 13 i cr RRAWC N Ae' I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.?_v.. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tonozone com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
? ?? L/4.JDLa^.?KF /?nl .M (??Tt? .+a ?f Fig, fTvO ?n ?rCm !'aL [Jh?.l? ct
S??b l? f,cn Pllyr?j pkaer are b., In j na it1/ rtltfll ea "t t! 02csY,b)e.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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
httn://112o.enr.state.nc.us/newetlands/strmi,ide.litin1.
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.
Al 1A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.en r. state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F;9 No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7, V3 b 3
2 ., Zq 1.5
Total 511 Z- Lone t extends out.3U teet perpendicular trom near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
A11 rkr umrEA Ty RF?EAtf_D C.^rs.ef &Fon- ktJE,C ayri2tm 4u LE?Fr SpREaeF„?
Td n.. &re orlcw No Pi.., d,I[L Z,, ".11" n/,ea.
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.
_SA MiMfj SC WU •r,FD -n Ex TD,Jn/ C F C-A&MtA 4oaneM
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
XIV. 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).
AAplicantMgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(1f 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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NC`VRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
NDS1401
1. Owner/Applicant Information GRQ(fp
Name: Roy TRiPP
Mailing Address: P.o. Res 26 7 2063
CrAP_#VFR, NC 07-129
4UAlrv
.,.-%, I I?
Telephone Number: 914 404,1- G,(,od Fax Number:
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: % N!?M aSr)N A,vy Assoc,.; fs L/1bcga<< 14owem)
Company Affiliation:
Mailing Address: /6-7 146ZY 5?? iN.r Rh
/?/dCcY 5_2R1&11cS i1tr Z7-f'4e)
Telephone Number: !R/!9 .577 -9809 - Fax Number: 9/9 _S"77 CJ to y 9
E-mail Address: In. i4L As c n/ 0) EAR t N Li N K . NET
Page 5 of 12
111. 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 ofproject: _ _AV4AY PAPK .5 r3J?yisidn/ 02//Af-r -'; 7
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /7//, a - [,r,, -sue Ott. 11 -67 - 4139
7/1, 6 6
4. Location
County: WAK E Nearest Town: AiatZQ
Subdivision name (include phase/lot number): A vFg P yk, Plmy -
Directions to site (include road numbers, landmarks, etc.): .40 .? A, -__ To ?AdZ-V.26
pr,A15 _ Rt• on Mpc?an,ul QW0, Lrr-? DA/ WESney fto- - J2t onto Cur41,4t
Dr- 4FFT c4 Ade-4a-Sl-. - Rl _.,Js t.1t o f RFF? evmminl AVE (STJ(S SYtee, ?
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): i4. J3
7. Nearest body of water (stream/river/sound/ocean/lake): Rit, BR4A1c1*
River Basin: 416U54-:_
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:S,4c is oocded- ;?eC fA1,[ 1 Vitt 'ru, ro,?nn pr[pealy
PfDreAY YWIf' (e1r.40?t,at
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
6r-QA,wl6 F1tu.NL r-/ Ne.nr ,P va atitFE,? "ON JIT 4.r_ Jl REdM
Qe--z?eAna.J A,- jQtsnw.iy Cenlrau nan k Cer-?e 4vie"ed f[?h.I,r.rrrr.
11. Explain the purpose of the proposed work: LITLI Ea
5,1 Ael. a J:%. t- P It
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.
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.
AVo
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: STRFA,"
-Cr,:C; 4 nft I C, I I I w Nees,- Aj; F4A
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.1ema.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
37 iCr h/ N ACRe

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.rov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.Mang uest.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
a,4g if L/A?4j5L,2LKr-0 c)^I .qtr rr/ r«r ^4 1! r it vaao fain acup_ phs&e ei
§0h / / 1 in f fettrL"t kAteF are be:u'-c„?- n. J 0, rilr attyfS &a.rif [e' Pcf-e b)e-
YT!
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.
Page 9of12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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.eiir.state.nc.us/ncwet]ands/stnngide.htmi.
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.
.Al fA
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [4 No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required atnount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 Z v 3
2 2, zcj 1.5
Total 511 Z_
Zone 1 extends out 30 feet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 1 I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
,411 P16r,-'Ar A 7y Off&&f_D C.^rt.ef Nfvs.- PosleC aLPv,-rX lrY U LE?Fr SPAUJe _ r
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No FJT1
Is this an after-the-fact permit application?
Yes ? No M
XIV. 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).
AAplicant?Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Version May 2002
4 wl
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NSA-4
L 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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
II. Applicant Information
VYETLgNDS/401 GROUP
1. Owner/Applicant Information
Name: Roy TRiPP Orr - 911.
Mailing Address: P. o. 3&x 267
OrAt)PJt R- NC Z7S29 WeTrn_o•-..
Telephone Number: 9D2
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: 7WA1 t256 N AAw As-,rr A7tS /nbc4Ac[ 11043rPA
Company Affiliation:
Mailing Address: /tip L/dLV ?/>R/NGI Qb
/?oCc Sa a?bS" AI r 275-46
Telephone Number: !9/!g .577 -0509 Fax Number: q/ el S'77 V (o y 9
E-mail Address: IA. HL A s c n! () EAa t N L, N K. NET
Fax Number:
Page 5 of 12
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: AvERY PAP,K `fir 3?,v?cion/ 411hSE -I.
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /7//. i! - &4." -s_ 9 4 (P 1r70, !/ -&I - 4139
i7,11. Al -4, G, ---7-f-M
4. Location
County: WAK F- Nearest Town: iAi?A& W
Subdivision name (include phase/lot number): AvE,v V„r PPAe
Directions to site (include road numbers, landmarks, etc.): do ., A, FE o /Adbe.M
:,p r,nslc _ Rt on MaLwiul O WD, LrF? on/ WESnn1 ao • - Rt VM0 Cur-Uy
6r- LFFr t4 Adeki sl - RL .•.k fde on Can? lonlwaf AVE Unj6,imie_
Site coordinates, if available (UTM or Lat/Long): -'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): i
7. Nearest body of water (stream/river/sound/ocean/lake): Sifz 694A/c/4
8. River Basin: 41 E U54-?'
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SJc is ?joc,iej- j?ec le„ t,r, I arts tc..'rCJnp {?np??l?
PrDr.rit Tonto =Cr.drnl.at
Page 6 of 12
I
10. Describe
???? the overall project in detail, including the type of equipment to be used:
6rnA.A)b,, F#LUAIL- r,,l /Ue KE ti • al-fg r?t7rFEi? AVA -" ill' .h_ SYRE00
Re,-t-airAmJ A,= PeAnwjy Lb.Il;fllcYten k renle AtOneg.fe
11. Explain the purpose of the proposed work: Roma
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.
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.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: srrF. e" t?r ?c?,.nc,y 1 ?s L,F
-( , 4 !,f l F.11 I," megre t3j rc,-A
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 611,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.1ema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
13? ICr n/ N l:rRe /

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.£ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
%?i??f, LA.JA?C?KF? i)nl?fl??? ni .,a ?! <a tTvD ?I? from Dt'e? 1?r141t e>I"
S??b / ? f rn P??/LIt nl.kfrr 'Gn J b4 n...f ??o 1?' at.,,w ec.rst ,e prlt,bm.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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
httl2://h2o.eiir.state.nc.us/ncwetlands/stn-ngide.litiiii.
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.
A141
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [] No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 Z ,b 3
2 Z12q 1.5
Total S1 I Z.
Zone t extends out A feet perpendicular from near bank of channel; Zone l extends an
additional 20 feet from the edge of Zone 1.
Page 1 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Q11 6r?...,A a 7v j3F Qf,eW__D C. rS.Df NFVSr L'IJE,C g-,U m LE?Fr SP0f4QF,0r
TO 1)4r.1fF FICiJ NO pt,el 41,r1L9Z.1 .n1o AR
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.
Say.recf ScwFf •r,Fa rt fix, 7a?Jn! cF LAGrta S? tM
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No PTI
Is this an after-the-fact permit application?
Yes ? No M
XIV. 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).
AjplicantXgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Version May 2002
USACC Action ID No. DWQ No.
(1f 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
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP.prior to submittal of PCN), 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
Owner/Applicant Information
t?.lr._
Name: Roy 7R1PP
Mailing Address: P-6. 3,;x 267 CrAiZrJeg NC Z7S-29 6,11
a
Telephone Number: CD9 G,(,oo
E-mail Address:
Fax Number:
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: % NOM 2561V A,vy ASSeC1A F tS (Ac µArt 14OWenr )
Company Affiliation:
Mailing Address: /5'9' l?deLv ??W&je RD
Z-Ze Ly SP R I Ll &S , AIr 2754 n
Telephone Number: !Rig .577-0009 Fax Number: 919 S"77 6eo C? 9
E-mail Address: M, Hu As-c y 60 FAgTNLiA/K , NET
Page 5 of 12
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. Nameofproject: AilcRY PnP,iC 5,i13,3,y1sjdn1
?iihSE
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /7/i• a - 64_ - sty 4 (, 1170, 11 -67 - 4139
4. Location
County: WAK F- Nearest Town: r-,A,2 r"12
Subdivision name (include phase/lot number): AV,"V Pgge pw4y,7 :2
Directions to site (include road numbers, landmarks, etc.): tJj .? 7v F 'To ? d"/ C.16
OriMt Rt on /Ylac?:v??cRl Bido, c-rrT on/ WESnu Qo• - Rt anlo Cur4iXY
-6r- LEFT Ed Adet'J S,.- Ri- n4 s.I[ on CREFi? evalmia AVE (S7dbsiEer
5. Site coordinates, if available (UTM or Lat/Long): -'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): i
7. Nearest body of water (stream/river/sound/ocean/lake): 13iU- r g4AIcl*
8. River Basin: 416U_5E
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: S0e_ is ?JVcied. Res.JeAr, I 01ies ro.-re mr) Fnr?rAlg
PrD f,?A_ -rg^en KrAo'-J.at
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Gradwt,, F/eu,ve- rn/ zVeKz ,P..Ep. r?u,;r-ee "A - 115*c,ix. JrREAM
(2?-es?ana.J ?er Pew Ce.?l;??cn.A t1??6 ?1-Q(l?sfe 1c.a,,Ir??S??N.
11. Explain the purpose of the proposed work: Raao? •? c????a?cr,?.,/? F-rnr?Fd
s,) tea. ? IS, t: P
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.
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.
n/o
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
1. Provide a written description of the proposed impacts: STYmFnn+ QF -Z Z,snr,,
-a ,, 4 d / P, I 1 I Nedfe i3 j rF-A
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.1ema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
/ 37 13i(r RRAWCH ArRc /

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwwmsgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.map4uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
railf is LA.JD?c??cc [)nI , qtr = /ci neXr Py.,,a i1 Qt, tTVa aN frcm_ .et ph<ie cf
S??b I cn P?C?rut 01Afrr are /is, k1r atezff ec.,,f ie pcfeobk•
vlc
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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
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 NCWRP 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.
At 1A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state. nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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
snap, 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes [] No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required atnount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 Z v 3
2 '2129 1.5
Total 511 Z-4
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Q11 S krm m R 7y C_ cZ QFI-Atf_D C.W,,Of "O-n!, Po%le'& lly,&:AFt g-,Ua LE?fr SWE'eW.-ACr
7'1, n.,ll?jF lclow NO Dc.elt (,.R1ZroT, 1/IJo AIleA
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.
_SA v.fdlj 5rtF4V C 'r.FD -n F-K. 7a,_/n/ t r &,+4yea Sn-rntM
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No FAI
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
A?plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
UPACT TYPE FT= UNFAR FT.
A CHANN 1,403 »
8 NEUSE m E Q DOR ?."? I 29M n BUFFER 5.12 TOT&
/ I
•.ot..?,? ??
ROAD ENCROACHMENT ?'? ?" rove
TOTAL IMPACT = 6,527 S.F. (0.15 AC)7, % r
AMAIs IA PAlem,
% /? ?? ro?591t°01PC n ? ? I
r 1 j
/ r`' - ' f
Af',..A OF FBI CrM Al =Eff N 1o a1n qR- ? r ?
{ ?\
AND NO= pifR RPARuW 0 0.,0o wR ?? 17 ??
WFER WADWAY MT. _ e
+ o odoo qR . d ??
?
' ?j 1,100 qR
%
O afro 1,R ! _ 600
?r 0? , 11 O 0,100 qR p, tom, TEW43
9 243
011^"Y E laao.4rt eu 1974 PP0 142
0,100 '?°,? /
d / ids (? R 9,1o R Jar' ??f?+'`:r? r ?s ?1 ' 0 I
%
1\?Y CI1, 0o100 qR J i?? x 11?? I 9,010 qR
%`
r Rt1 _ ._ - ? 12 1 i ! 1 AIII05PERRa ma COOK
qR PC 437
Y / ++ _ -- r , w? ' 'r?? O U?? I I 64 1976. PO 713
SS
3pPOx _? / , 1e 9.100 qR ?, 1 1 4004 qR uN ,?
/?Y 1 1 17 1,100 qR
MM ` ,
MINI ?. ff 16 4100 qfL
EDGE OF FILL I
1 I ', 19 9ao1 qR I EL r-/* llp
,I
t
49 10.191 qR ?? ?! ?? J2
/ rr 10.286 qR a976 qR 1 1' j I o $ ;
10.733 qR 10.14 qR 1 /
ll l 1`1 1, I ? Ott ' ?? /
27?? I ?f 1
f581 / ', 1 ??, M911gf
1a6H qR
9 $D M1 11318 qR
/ 10.390 M1
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/ / 17 A\ \ 21 1 /?M1 ?/ 10.709 qM1 "'?M• \i
1000 qR 9.00 M1
?/ / ?? 11x01 qR II
100 VL
i
\ 1 ??? / / y 0.100 qR \\ \ \
/ \\ I,Od qM1 9,100 qR
0.14 qM1
I` 11 7n q 46 ` 1,050 qR
T? O - IA17 qR
\ \ / '1,9 \\\\\?v '/ a1WoM1
8 `
9b\? \ 431 38
`\ -• 1 / / 11,730 qR ri - / 1.16! qR y
\ / 1
\ \ / / 1x4MO R 1tAY qR
NOLMS Ammo a3?N / / 12 o
w
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? ' n.tx 1,R
EOOZ E 110
1 l feel
d(1089ID SONyU3M
- - - - T
I aN, :4i ,x9na I .,5i I (SN I
IECOa 1
su
q1, po w 1951, Pe
AU9RCY IUNTM Meat SL
OD 6890. ro 306
CURTISS R
70
50
m
J
67 Nq? TTS) AP 1J'
o?
w
1
/
/
/
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Sh:FT 1
THIS PROPERTY IS NOT LOCATED IN A
FXJLAA 105 YEAR FLOOD HAZARD AREA.
F.LRM. PANEL. NO, 3718390660 E
x- ER
T 11 DEVELOPMENT
T
ROY TRIPP
P.O. BOX 287
GARNER, N.9. 27529
K919) 801-6800
PRELWlfAW PW
M WIT IICC R'F10 "WJC=h-nW
NTnAW IMPACT NAP
AVERY PARK PHASE 3
Mm" To. o%wm TIM"OC\CLY'wM
2 CO. NORM fNtOtNA Z%= R-1
L CI/01/1'fO7 ORAYM MM MO N& ATR-02
u 1' - 60' SANE= ISM DPAM13 9n-IRAD
I
!1r
2•

LINE TABLE
l1NE lLNC7H BEARING
m
J /
W
A /' ? IIOYEI qK
A
J
i\\? II P?Ir=r
% \\ V?Y LL PABmI
v vo
O
r N? l l ? l?.
rill
DBZ .t R
P ? ? 74IZ.ACR to fft-,
J v 7-?T 1, pb
0.100 pa
%
fv" 12
/ / ?'/ f ° \\\? I\ 13 i 10,260 R41L
\ ?qT?O p.R
r la7o
110
?% a0 ; zoo ! 1L 1.100 p.R \
i
oaao pR ?--,_,
- 7j 11 10
p.R \ No 11y,U.
-10100 [lAl J? _ J 8'
TWIN SHIP PU 04PMti 27
A
7457 PO 190 17,924 p.R
BM 243
---??' / 71.431 ACRES 2a
/ 1 p 1/0R4R 14.7301PFR i
A\ \ p? ?? { ! 1 /
fypl / 1.100 R o C \ `
1 \ 1
\ ?, ` / \ \\ O 24 36)
h? Il ijj 1 R 11/O R fL 0.100 R
o
r2) 41050 WQA
/ \ 11,7m p.R
15470 p.IL
\ 4g
17170 p
? la
?J
--- T- - J M W7
ru r r. Pn I I
Thy /
}}
ROOM lLw9 rnFIIN
L ° cv ftOM P. CREECH
11 " I 00 2610, P6 60
_N/

ow 1176 247 /
\ 30
I 1 IWII nERCE COOK /
` \R COO( ,
Do I
W 1970. p 343
,
t I M / I?
1
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?0
,
IDA" .R I
? 4 I
y t
V?111 1 ?
VICINTY MAP
(NTS)
9?
,. OSTAM 6RADW FVW FROM 94E COUNTY.
2 CONTACT RANEE COUNTY -- --.m FOR A
PPE-WNSTRIX111N IEFTINQ
1 VCOFY Ill DCSTIN OOr/DIC715?1q M1TES t7,TJ
L !6
CONTACT 9'.RWIT XL6 A$ N(ID© OR Rf'JM A
TACf YA(E COAT' FOR AM IEPECT1011 AD CQDCI A
tD a D NC
MA
0. KON TO m 0 CiFAt AND MA AREA FOR ALL A ?S 096R?000pl
0. NSTALL ADIXiONA1 CA06O1 CONTROL W CENCE7 (7E7 FDCL
OFhRSCN MCIER CNECI DYl F1r11a_ _ _ __
7. IENN R'YOIAY DPADPq AND 50101 RWgla C0161frJCTgtI
IL NWTALL CRAYEL DOIAUTS N NEEDED.
1. ORADE R047MYS AS RD"" FOR RCNAIY WIEIRLIC"L
6Q NORS M ROIDAAY M PLACEMENT A40 COYPACTIOK

ALL WAKE COUNTY EROSION CCINR;L ORONACM 9141
K CCIEC/OED TO DUb 1 CDNS RLcnOLL
ALL DRNNM S'RIC,URES A00 P043 SMALL COWDM
m M STANDARDS AND SPEOFICAnONS OF M
TOWN OF D4a0.
PUCDIFAT. LOCATION NO ORYMM OF ENO" CONTROL
DEV4M AND DRQhAM EDOCRIPn wY AIOER TO KTIDR
CMDg1 TO DCSM2 FEED CONOITICOn F APFRU,M BY
THE ENAP.]wPNTAL N.SPMDR a M TAN OF CARNM
RYlMCTOR pNL VL2FY 4l D370 OMX'376 P9oR
TO M START OF COHS'RCNr1.
CONTRACTDR 9141 1TAfY M LOUTIOI K ALL DOSITND
M START
MwN RA0 OR COOTO 0.'1DR OROPD PR04 1 E E
MlMCOTS =&r
a
Rf1OCARM OF ANY UTI7TY CONFWM RPIN M APMYRWE
L'IEIYf ANNO'M.
MG0114!D! r4?-,M emm
>,aVNIC DN
O rPtt FRDU FO, n OMWf]
W7,7
[ waAL u. FOR M TOP ,RD
7 9871!6. 10 Fu wTEW1
>1.0 lLS3 Y11W 100 PdRD7 PDE
LARD N Lta or U, O
ED SOL.
1ATUML 9P2L K COMM
NO LESS TWA IOK OF
V=OlE wr 0 TY AS
IE7400 TIM {UO701 Y
N Ll7s or 1r a lES
NOM
ALL PMRK AND MAMR:LLS SFWL COMMM 70 THE
STANWDS AND SPECfnV710NS OF THE TOWN OF al.RAIR.
CO'MZ4=R SMALL. VERIFY DaS77NG COMMONS PWR TO COYSTRUCT70M
CONTRACTOR SHUT VERIFY THE LOC477ON (ADOVE AND BROW GROUND) OF ALL
EXISTING U77UMS PRIOR 10 COV57RUC7L0N AND COORDIN47E IF NErESS4RY
THE RROCA710N OF ANY U1 MES W17H THE APPROMATE UMJTY AUlHOOT:
ALL REOURED PERMIM FOR L0h57RtC770.N &WL BE MANED PP.IOR 70
C0MAFOVCEN2JT OF CONSIR(K710M
COSTRACTOR SHUT. OBTAIN A COPY OF THE TOWN OF CIRNEP STANDARDS
AND SPECIMATIONS TO USE AND REFER TO DURM fb WRLK7bN.
NOTE
fff( / RNIDI 9NOD'S11G UCCA A V%ff UG
' A9C W1001L 9141 K US LAID. I
NA'
/ II 1
I 1 ?
,( 1 LOCATM p14MTf/1; =11 PUMMIrES Or GC4N4Cf --V I FreYS ts AND EROS4w OL Dm wr wlsF' I
TO BEMR COMFOOW TO FIELD L7pVATFOAS
30
11161 q. ?? ???? ,
1 p7L
SHEET 2
ER/DE?'E1APER R1iJAift•If{l N{K714A1 QMMM1WVRWMM RAW `R
,YA ROY TRIPP ENT AVERY PARK PHASE 3
17 GARNEER.BN.?C.227529 LLARYL TrR. once Tpl or onnnwort
/ I ?/ ?(91DJ 061-6000
... W. NORTH ZONO M-4
m T's PROPERTY IS NOT LOCATED M A 2121 N037 ROAD 10/10/2007 DMM m 1] Pq. !700007
F.EIAk 100 YEAR OFLOOD . 37103:!6512060110 AREA, P?Y 1 tiiq IIt17 1' • DO' f6RR17D M Drina
MrReP
F.I.R.M. PANEL NO. 37
\ tr'
0+1 17.5' LT -CL STA. 25+72.37 L- 018 17.5' RT. -CL STA. 15+4428 L-2 0#15 173 LT. CL STA. 29+6926 L-1
CL ELEV. - 319.77 CL ELEV.. 348.13 CL ELEV. - 343.10
- 319
91
ELEV
T
B
O
C T.S.O.C. ELEV. - 34817 O.C
.
.
.
.
.
. eN,
15' RCP 33620
INV. OUT 13' RCP - 318.10 INV. OUT 15' RCP - 341.60 INV. OUT 15' RCP - 338.00
0#2 17.5' LT. -CL SA 25+19.05 L- 11#2 25.00' RT. CL SA. 15+04.03 L-2 CA}15117 'm;0. STA. 10+74.19 L-3
Cl ELEV. - 319.39 CL ELEV. - 345.75 T.S.O.C. . 338.39
T.S.O.C. - 31933 GRATE - 344.00 INV. IN 15• RCP - 333.60
W. IN 15' RCP (2)- 315.80 INV. IN 15' RCP - 339.90 M. OUT 15' RCP - =40
INV. OUT 15' RCP - 315.60 INV. OUT 24' RCP - 339.70
0+3 173' RT. CIL STA. 25+19.05 L-1 Cf9 173 LT. CL STA. 16+04.03 L-2 CJ17 173' RT. CL STA. 11+5737 L-3
CL ELEV. - 31929 CL ELEV. - 345.75 CL ELEV. - 339.42
T.B.O.C. • 31933 T.B.O.C. - 345.99 T.B.O.C. ELEV. - 33938
INV. IN 15' RCP - 31810 INV. IN 24' RCP - 339.50
' MV, M 15' RCP - 33260
OUT 15 RCP - ]3220
M
0N. OUT 15' RCP - 318.00 INV. OUT 30
RCP - 339.30 V.

' CIJIO 173' RT. CL STA. 16+91.47 L-2 CNiB 175 LT. CL STA. 10+74.19 L-
RT. -CL STA. 25+50 L-1
CJ4 17.5 CL ELEV. - 344.43 - 25
ELEV
= 7352
CL CL ELEY
CL ELEV. - 31931 T.B.O.C. ELEV. - 34437 .
. - J
T.B.O.C. ELEV. - 319.63
INV. OUT 1S' RCP - 340.80
,
INV. our 15' RCP - 318.70 -w- " 15
PCR
CiI1 17.5' LT. CL STA. 15+91.47 L-
C+5 173' KT. -LL STA. 25+00 L-1
CL ELEV. - 319.43 CL ELEV. • 344.43
T.ELO.C. - 344.57 CM19 17.50' LT. CL STA. 11+15 L-3
CL ELEV - 338.53
T.S.O.C - 31937 INV. M IV RCP - 338.70 T.B.O.C. - 333.67
INN. IN IV RCP - 315.40 INV. IN 30' RCP - 338.70 INV. IN 15' RCP - 372.40
MV. OUT 18' RCP - 31510 INV. OUT 30' RCP - 333.50 W. OUT 15• RCA - 33210
C46 173' RT. -CL SA 24+3564 L- CI}1I 1730' LT. CL SA 17+33.48 L
CL ELEV. - 320.37
T.S.O.C. - 320.47 CL ELEV. - 344.62
Cl?20 1730' LT, CL STA. 11+57.63 L-
3
INV. IN 18' RCP - 314.50
•344.73
T.B
INV. .OIN RCP - 33820
NV
CL ELEV. - 33-9.42
MV. OUT 24' RCP • 314.30 INV. OUT 30' RCP - 3-13. 00 P
T.S.O.C. R
C
MV. IN M 155' ' RCP - 371.00
n}1 25.0' LT. -CL SA 24+65.71 L- MV. IN 15' RCP - 371.00
•
CL ELEV. - 319.77 RCP - 33010
INV. OUT 15
T.B.O.C. - 319.90
GRATE ELEV. - 321.70
CI#21 17.5' LT, -Cl STA. 11+1222 L-
INV. IN IV RCP - 31500 CL ELEV. - 330.07
INV. IN IV rcp - 31500
' T.B.O.C. ELEV. - 330.21
INV. OUT 15 RCP - 314.80 Rr. CL STA. 29+09M L-1
C#14 17.5 INV. OUT 1S' RCP - 326.40
CL ELEV. - 343,10
T.B.O.C. ELEV. - 34324 . K1. ,CL ITA. + -
CL ELEV. - 330.07
W. OUT 15' RCP • 337.00 T.B.O.C. - 33021
1
INV. M 15' RCP - 325.20
1W. OUT IV RCP - 326.00
CMMI 17D1)A21/3C 40/gVF77FnJr
PI
TYPE
SSIZEII
LENGTH
NV N
INV.
OUr
SLOPE
10
VIO
A kCP 24' - 314.0 314.00 X . ac. 11.54 cfe 5.52 fps
B RCP 16' -47' - 314.80 314.50 0.64X 3.05 x 10.75 cfs -
C RCP 18' -2T 31520 315.00 0.74X 1.67 x 6.ee cfe -
0 RCP 15' -21' 315.60 315.40 0.95X 1.08 = 4,39 de -
E RCP 15' -36' 315.10 315.80 033X 0.18 x 1.04 cfe -
F RCP t5' -30' 318.00 315.80 0.57X 034 Do. 322 cfs -
G RCP 15' -19' 318.30 318.20 0.53X 0.77 x. 2.83 cfe -
X RCP 15' -30' 328.40 32820 0.57X 0.30 cc. 2.63 eft -
Y RCP 15' -135 325.00 319.20 5.04% 1.09 6t. 4.10 cfe -
Z RCP 15' -95' 319.00 315.00 4.21X 1.09 ac. 3.02 M -
H RCP 35' -108 315.00 311.50 314X 25.53 at. 54.51 cft 13.09 fp
J RCP 15 -51 341.60 339.90 128X 1.14 ac. 329 cfe -
K RCP 24' -JS' 339.70 339.50 033X 0.49 cc. 21.44 tfe -
L RCP 30' -83' 339.30 338.70 0.72X 8.68 ac. 2211 cte -

ENERGY DMPAMR SCHEDULE
DISSIPAOR OUTLET
n
FPS
FT. NL
ZE IN. WN. UNN
K. IN.
01 H 13.09 24 9 1S 24
D2 0 am 15 9 6 18
D3 W a.78 5 4 3 12
D4 A 5.51 12 a 8 18
USE SPMnED STONE FOR EROSION CONTROL
PLACE DISSPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH REWRED UNDERJNER
SM7/E r EiTN SCHEDULE
SMUENT
BASIN NO. DENUDED
AREA AC. DPANAGE
AREA AC. WEIR LENGTH
FT. LENGTH
FT. WIDTH
FT. DEPTH
FT. EFFECRVE
STORAGE
1 0.13 024 10 10 10 S 4DO
2 0.13 1.79 10 10 10 5 400
3 0.34 0.35 10 16 10 5 340
4 0.12 0.12 10 ID 10 S 400
5 0.90 1.74 10 30 15 5 18M
b 0.55 10.25 22 24 22 5 2112
7 1.72 2.52 f0 40 20 3
i ]200
0
1 0.16 0.51 10 10 10 5 400
RIP RAP CR?,V? LTEA TYPE
CLEAN ONCE 9b9 YEAR AS REOUIRED OR AS NEEDED
INSPECT BASINS AFTER EACH RAINFALL EVENT
DEPTH 64CLUDES 1 FOOT FREE BOARD
ALL SEDIMENT LADEN RUNOFF SHALE BE DNERTEO
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDMM4T BASIN 16 REQUIRES BVTLES. SEE EROSION CONTROL DETAIL SHEET.
MM OMCMJCT LEM 04W = ALDN 00N=
UM = EU7L rua MATTM LPM EMMA=
To 1; CotaMCIED MM E'LT 6A IM ld:
IMIMM AND CM W= grAaM
11141 t3PS?AM M a iUi?= E:4flt
GltT NATURAL GROUND SLWE 50r FROM
BANK OF STREAM (STPEAII MOM)
F ev12LA57
MA
--- pox
`? a1
VARIES VARIES
171 TIPIC& =110.1 CIF MM CPFMA 4
1:?.'10t5SPpOR
_./- NATUIM
e
ppL pp?
II Y ti
81€
NATURAL MOUND J
PM mw Or L&M arrsACaE
W/ aarEa 61=
,' ..--
12e / --.F-4

-?G7-2 el MS HD''rR%
1-M OLM aM CUM TO
70 M OVOEIfI ON
M ayt
ta[ S1 eFw la nw M
wo vt r6re a re QUM
N M o9aNa M OOMNL
e z
MC uu MM
x OUCH
t wr tar Nwnr eve WA L ¦
r N* 1)0 • o"lvmGOC°
a K WVdL#m
ItlA Mll aamw AM
I martaxaroww
i OF ra
?
I 's I r u
TO or
II
p: L
?
1/r o
nwe r tac ?4.•+ IVY
?
'_
awe r cowl (''
?
"
213 a etaw r toa
r 2 +/r-I
II
T 21 1/ r
r
P-C 2r
d1e!( ZLat -1eDDr
OF CA
MCDAM C.B. STIP
r r-ht r
a.rmc
1 aM v oala
r
T
STANDARD 5' O.M. CATCH BASIN
SN£ET 2
PER: Pfi MaW r EROSION COMM PLAN FOR
ROY ' TRIPP ' 5" TRIPP M°NT AVERY PARK PHASE 3
P.O. BOX 207
GARNER NP- 27529 sr. INMft TWIG OWNM TWIN if
x(919) 001-0600 '
? NORM CVl01dN 0ND -?
PRf711f?14R1' PUN Z821 67N1P-d7 am 10/10/2002 DRAWN M 401 N0. RAI-AP2
DO USE f'tJ14 CQYS?g(J ,,,I, F fafE,) q 1•. 6Y SUM10 M DRAWM kN-ee9
. ,r..
IMPACT TYPE FTs LeEM Fr.
A cNANN 1,403 11 1
B NEUSE
BUFFER xsa

MIR:
LWE I .N; 1
C8 2M Po 395
ROAD ENCROACHMENT -ft j % 0, FLMA P. atacm
TOTAL IMPACT = 6,527 S.F. (0.15 AC) % W 2540, PQ 005
% ,URNS M. PA/R1KER
MA 0E
400
I
ArEA OF ld.W CFM ALKNFI o N 63 1p 40101 KR- l
AM NEUSE MER WARIAN / O 9100 KR ?? % \A
W"M ROADWAY ENCRONCHL NT. .-?
O 9,100 KR ? ?\`
I \
/(DP r 7 ' O 0.100 KR
9 O 1,100 KR ! Mr '0. \? 1 OLA'aR P. SICA D4
110 O 0.100 KR I / n / """YYY ?A DO 11907, PO 14
E 4 11.100 w9. J / _ l ? / t0. '\ \w eu 1974 Pa 113 /
DP ,0,44 /' ,?6 i' -'"e? i \ //
9.100 KR O 1.100 KR :J? Ir O ? '
.; ?q 9.100.49.
'1(L I -?' ?,.?1/ ,2 1, ?, 1 f_...P? I I HAZEL Porn COOK
1 '- or
?? .J-' A 1'• JILR 9. 0000
0 _?- '"?.Ma _ ?v 117 1410E KR 1 1 1? 1 DO IE 4 ro 1u
,«11 Y 0.100 KR
A 1
C Q I,too K„ S
1 /' } 1 1
W? 1 / . tE t 2.050 KR NN
f? 9.100 K9. '
9.n / Ys."?? 1 1
1,100 KR 1 1
111444 ??? Ittf t: l ' I d
1,100 KR 1 l M
?? a EDGE OF F0.1 ?. 1 '?, ?• 1 1 I I
t ifl 1.100 KR y? 1 I
(571 IG Y t r
10.1% KR 1,175 KR 29 ?1' 72 I
`r // C! i trl T 1. .Ih 10.190 K9.
OM r ' 10240 KR
10.79. Kti r ,
/ 1 ? r r? I r Y 1 /
1 d?f 1 J ? 1`
? 27 I' ? I j ?? ?r
13,114 9. 1 I 1 /
166 // , 1 '4 O /
/ '\ 20 14345 KR _ _ 2B IJ ,? / 1
1o w7 KR \ 1,050 K9.
1140330 K9. P11
,x701 KFL
` [9+?'• A
1.100
9.040 KR 11=4 K9.
1,100 KR
? l
f d? / / / y 9,100 KR O 2A \1 // / O
/ A. COOS KR 9.11E KR 9.100 KR
O i
dn 41114 JG
?' \ \ r`'\ gT"?fn P - 9.647 KR U O R AUdKDo E?'a'11
00 n
\ „\\\ ?/ /// 11.730 KR \ `? -?? / r 9.165 KR y
\ / I
\ \ 441
/ / ? O I ? Sfl
\ \ / 14471 449. I 11A31 KR
1 ? / A2
re?1 / 13,13E KRI Et 111400 KR
It.= KR
1 f66? I
- - - N 651Y46' 346.60
-T--- I fb• I
?Tr I f?i I f:i I 1111 r i I `r I
SECTION 1
IM 1950, ro 351 TNK PROPERTY IS NOT LOCATED IN A
F.E.M.A. 100 YEAR FLOOD HAZARD AREA.
F.I.R.M. PANEL NO. 37183CO660 E

J

C)

/
i ce w
f
/
/
/

NCINTY M
(NTS) ?? sn
SH FT i
ov?NER EYELOPER:
TMiN SN1 DEtftOPMEM
ROY TRIPP
P.O. BOX 267
CARNETt, N.C. 27529
K91B) 661-6600
M Wtt J 1142r A'lW l
I Nln&V WACT WP
AVERY PARK PHASE 3
MARY! Tr. owMOe TMI t!! .
L 00. MORM W"AIA 1aC !"' ??
E elm/= aU7M RIM J71 M?Alll=
11111- . W 6;MWYED M OMS M Y»-WALT
e
i
i

UNE TABLE
LINE LENGTH BEM01G

m
s
/
J

U
? a N?oNd ?
r-
+-270
EP
9.100
f E/ /
/
f
?--?1OJ S,IW MI.R
qR
I
1-1

I }1W
%
n
_--
l
O r
SA?II III ? ?V r??/
rIr11. LA
1- 91
? a,1W rul
S,IW p.
f_lr

S.
RyR
b AOedT ILM13 CREECH,
FLORA P. CREECH
08 2315. PO "3
/
VICINTY MAP
(NTS)
fl
I
1. OBTAIN CRACN7 PEAR r%M WAKE COUM
2 CONTACT NAa COUNTY DMIO SENDI INSPECTOR FOR A
PRE-Cp4TTAXI10N YkTh4
3 KAAY All omrno Mama ITDPWaw1c, u? ICL)
A CONTACT BJUQR BA96 5 &C. ND LAIN VrrVr VANE COUNTY PCR A AN M S6PC:TION DI1 AND CdAN A
A
ONNTorzacAa
3. KORI m Cl7M No pua AREA FOR HL STREET CONSAlC00R
L INSTAL AWI110NAL WON CONTROL DEACa (a7 FOCL
DMASON tYTCXFS, CNCCS DW, HOT.
7. IEAIN ROADWAY PUCNO ANO STOAI CM7MXT4N.
f 4CT *L
y i. TIM 04 ON As a ra MEROAD"Y NT AN O fKW4
QIADR I ' 0. FST Sa AL CRAM DpWT9 M .
\ 3[L MDTE7 MvDAAY MI. MI. LL NAC1xNT AW CCb ui
Hoaq STEYDtB
08 1807 142
'0 1
,.
HY PIELC COG/(
" L ICS W R WON
1 I ` `N 15PO 243
1 R IIH? ??11 \ \ \ ?
EY
`2?' ,I
27 --i i
SHIP P-1 COYPAYi dd
j 33,
BU lffkgPC 243,7A21q.R
\ 11.431 ACPL; 28 "`?, -?,DAfe .q.R
2
Ill1d-SAT``
1 I 134 i
11 1L
\ ``,, ? ' ? .100 ?R I
? 2 2A 36
p MOO R
9.146 1.R
i
1 ?i p 4 - v 080 µE1.

/ 11,770 PA.R
(5,428 qA 42 I 111 SF
1
13,136 KF Ai 1 I
/ t I 1,58
- - T ^ti,?r?tr ?--
to,

\ ,1
NOTE-
WHEN Vb7ELW WOOL A Uf3fIY U44
FLDFAME WTERYL SHALL K USED.
LAWN. VA, AND PlAf11AINT OF DVIAWZ
PVCS AND EROSOV CO 7ROE DMCES MAY WARY
TO 8E71ER CONfOPH TO F1E1D CONDiMOt4
Sha7 2
TWINER DEVETDPP H?AEM ?'1m Dwmv ?? RM FM
ROY TR;PP AVERY PARK PHASE 3
P.O. BOX 287 •?•
GARNER, N.C. 27529 . WRVS Top. OWNM TvM W. tzNO,
An) 601-8600
1 9;1?Q`h,i Cl; uao7i:nr_craw t IE kI
THIS PROPERTY IS NOT LOCATED INA pRaw
F.EUA 100 YFAR ROOD HAZARD AREA , }R p(M - ?, • •?F.LR.K Pk+1 NO. 77183E06BD E IIO M)T = FOR C&MWTM 43
AN IF°.O}IN
A C.'"W"icam
iiL9i1R71
ALL - TWICE COUNTY MOSION CONTROL ORMAN= yAl
K CO roan m DDbD WNSIAA;IION
ALL DPHYOE STRUCTIAM AND PPET DOLL COWOIIY
TO THE STANCAAM AND SPEWICJODr4 Of Trt
70" OF vxNUL
PIALDIDR. LOCATION AND CUANTTY OF 00" COW7ML
DENCIM AND DAMAGE Fnh= RA MAY ALM TO NETTEA
CONFORM TO DCSTMO RID CONDOXNS F AFROYED BY
THE OMDIYENTA P WW= a THE TORN OF WML7.
WEORACiq SMALL KAFY ALL DOSTMO WNOMNS PWOR
M TW START OF CONSTA10001.
OT/IRACTDA %IA L KATY THE LOCATION AF ALL CM704
UTIUT'6 /NO E0.O GIIdAD PROR m TEE $TATT
a iN CCN R C tl COOfpMR THE
A7DEATTON OF ANY UrUTY COWI IS WITH THE APPPOPRIAIE
UTILITY rronFal -. r Bf3llA9WT
M STA DVIO PROCICR DRY 004" N
11,11M KDrA Till. FILL WkTEM-L
m M IFA of WOn lBSa
SOL.
MAL 6AL K COW#=mA
LS TIM SCR OF TW WO04M
OIOR DRY COMM AS CETU&SOM
fNCO TSS. &WLL YATMIL S,1AL
1FT7 or 1Y OR LESS or IMCLIPACTL7
NOTE: -
All WORK AND LATERALS ShALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARNER
CONTRACTOR Sl A VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
"L ERIFY THE LOCITICW (ABOVE AND BLZOIV GRAND ? AL
CONTRACTOR =
EXSTING IOR TO CON57RUCAON AND C0O4DlAIE IF
THE RELOCATION OF ANY U77LMES WITH THE APPROPR14TE UTll17Y AUTHMrY
AEC RECUWED PERURS FOR COAWRLC77LW SWIL BE OBTANED PRIOR TO
COMMENCEUENT OF CONSTRLACT10N.
COYTRACTOR SH4LL 087AIN A COPY OF THE TOWN OF GARNER STANDARDS
AND SPECIFICATIONS TO USE AND REFER TO DURING COASTRUCTIOV.
TIARA A2El ceY4M 3111 F'
CI#1 17.5 LT -a STA. 25+7257 L- CI+6 17.5 RT. -a STA. 15+4428 L-2 CI15 175 LT. CL STA. 29+6926 L-1
CL CIEV. - 319.77 a ELEV. - 348.13 a ELEV. - 343.10
- 319
91
ELEV
T
B
O
C T.B.O.G ELEV. - 34827 T.B.O.C. ELEV. - 34324
.
.
.
.
.
. INV. IN 15' ROO - 336.20
INV. OUT 1.' RCP - 316.10 INV. OUT 15' RCP - 341.60 INV.-OUT 15' RCP-- 336.00
0A2 173' LT. -CL STA. 25+19.05 L- 17.42 25.00' RT. CL STA. 16+04.03 L-2 0#18 173' RT. CL STA. 10+74.19 L-3
-
33.25
T. ELEV.
CL ELEV. - 31959 a ELEV. - 345.75 O.Q •
33859
.O
T.8.0.C. - 319.53 ORATE - 344.00 INV
IN
RCP
-
33.160
15
N
NV. IN 15' RCP (2)- 315.80 INV. IN 15' RCP -339.90 RCP
• M40
15'
INV.
OUT
INV. OUT 15' RCP - 315.60 INV. OUT 24' RCP - 339.70
0A3 17.5' RT. CL STA. 25+19.C5 L-1 0L9 173 LT. CL STA. 16+04.03 L-2 0#17 173' RT. CL STA. 11+57.5.1 L-3
CL ELEV. - 31959 a ELEV. - 345.75 a ELEV. - 339.42
T.B.O.C. - 319.53 T.B.QC. - 30.99 T.B.O.C. ELEV. - 339.86
W. IN 15' RCP - 31820 INV. IN 24' RCP - 339.50
' INV. IN 15' ?(& -
33220
T 15 RCP
INV. INV. OUT 15' RCP - 316.00 INN. OUT 30
RCP - 339.30 -
INV. OU
'
Kr. a STA. 15+91.47 L-2
CIPIO 173 0L76 173' LT. CL STA. 10+74.19 L-
0t4 17.5 RT. -,CL STA. 25+50 L-1 a ELEV. - 344.43 33.25
V
•
CI
L ELEV
ELE
a ELEV. - 319.51 T.B.O.G ELEV. - 344.57 .
. -
336
19
T
T.B.D.C. ELEV. - 319.65 ,
.
INV. OUT 15' RCP - 340.80 ,
INV. OUT 15' RCP P, 316.30 I-W, OUT 15 PCP - 3,13.40
0LII 173' LT. CL STA. 18+91.47 L-
015 17.5' RT. «a STA. 25+00 L-1
CL ELEV. - 319.0 a ELEV. - 344.43
T.B.O.C. - 344.57 CM19 17.50' LT. CL STA. 11+15 L-3
a ELEV. - 33..53
"" C. - 319.57 pY. IN 15' RCP - 33..70 T.B.O.C. - 338.67
98+. N 15- RCP - 315.40 INV. IN 30' RCP - 335.70 W. IN 15' RCP - 3320
NV. OUR 16' RCP - 315.20 INV. OUT 30' RCP - 33..50 INV. OUT 15' RCP • 33220
C46 113' RT. -a STA. 24+35.64 l-
32053 gJ12 1730' LT. CL STA. 17+36.48 l
a ELEV. • a ELEV. - 34412
T.B.O.C. - 320.47 T.B.O.C. - 344.76 0}20 17.50• LT. CL STA. 11+57.63 L
INN. N 18' RCP - 314.50 a ELEV. • 339.4I
INV. IN 30' RCP - 336.20
INV. OUT 24' RCP - 314.30 INV. OUT 30' RCP - 335.00 W.N .OIN -33936 --] 98+ 15' RCP - 331.00
YI?1 25.0' LT. -a STA. 24+65.71 L- INV. N 15' RCP - 331.00
CL ELEV. - 319.77 INV. OUT 15' RCP - 330.65
T.S.O 319.90
GRATE
C. -
ELEV. - 321.70 CI121 173' LT. -C. STA. 11+6222 L-
RAT
INV. IN 186* 3' RCP - 315.00 a ELEV. - 330.07
INV. N 15' POP - 315.00 T.B.O.C. ELEV. - 33021
INV. OUT 16 RCP - 314.60 0114 173' RT. CL STA. 29+69.66 L-I INN. OUT 15' RCP - 328.40
Cl. ELEV. - 343.10
T.S.O.C. ILLY. - 347.24 . RT. -,CL M +
CL ELEV. - 330.07
W. OUT 15' RCP - 337.00 T.B.O.C. - 33021
INV. IN 15' RCP - 325.20
IN/ NIT 1S' RCP - 326.00
C7PLOU IWAIALAttr 4&94 NF'
?JLL E S72E I LENGTH W INV. OUT I SLOPE DA 1
JIO
A 24' -50' 314M 314.00 .60%
w.
3M
. A c e
7L
2
fps
8 16' «47' 314.80 314.50 0.64% 3.05 or- 10.76 cfE -
C 16' -2r 315.20 315.00 0.74% 1.67 oo. 6.68 L'fe -
0 15' -21' 315.60 315.40 0.95% 1.05 60. 4.39 cfe -
E r 15' -35' 316.10 315.80 0.63% 0.18 oa 1.04 Lie -
F 15' -30' 316.00 315.80 0.67% 0.64 = 322 ch -
0 15' «79' 31650 316.20 033% 0.77 as 263 efr -
X 15 -30' 325.40 325.20 0.67% 0.80 CO. 265 cfe -
Y ROO 15' -135 328.00 31920 5.04% 1.09 o6. 4.10 cfe -
Z RCP 15' -95 319.00 315.00 421% 1.09 9a 3.92 cfe -
H RCP 36' -108 315.00 311.50 324% 25.53 as 54.51 cfe 13.09 fp
J RCP 13' -Sr 341.60 339.90 296% 1.14 00. 3.29 cfe -
K RCP 24' -35 339.70 339.50 0.53% 8.49 68. 21.44 d4 -
L RCP 30' -63' 339.30 336.70 0.72% 8.0 6a. 2221 cfe -

MEALY DS-"ZPj4M SCHEDULE
DISSIPATOR
lug oun.LT
9
FPS
FT.
W c
SIZE IN. MIN. IIPo N
K. IN.
01 H 13.09 24 11 13 24
D2 0 6.80 15 a 6 18
D3 W 6.76 5 4 3 12
D4 A 5.52 12 6 6 19
USE SPEOFIED STONE FOR EROSION CONTROL
PUCE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETA1. SHEET WITH REOJIRED UNDERIINFR
SEDAMIr SAMI SCHEME
SEDIMENT
BASIN NO. DENUDED
AREA AL oRUNAG'E
AREA AD. WEIR LENGTH
FT. LENGTH
FT. WIDTH
Fi. DEPTH
FT. EFFECTIVE
STORAGE
1 0.13 024 10 10 10 5 400
2 0.13 1.79 10 10 10 5 40D
3 0.34 015 10 16 10 5 640
4 0.12 0.12 10 10 10 5 400
5 0.90 1.74 10 30 15 5 1600
.6 035 1026 22 24 22 5 2112
7 1.72 2.52 10 a 20 5 3200
6 0.16 0.51 10 10 10 5 400
RIP RAP GRAVEL FILTER TYPE
CLEAN ONCE EVCRT YEAR AS REOUM OR AS NEECED
INSPECT BASNS AFTER EACH R"ALL E1'TNT
OEM INCLUDES 1 FOOT FRa BOARD
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVE=
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING.. THE CONSTRUCTION SITE
SEDIMENT BASIN i8 REQUIRES BARES SEE EROSION CONTROL DETAIL SHEET.
NOBS OONSiP w LM WffADLA Mw OONT"
WN Ca LLdS. PLACE MATnN& LEVY
TO EE IDOMi ILD, A(?FELE aT W AM AM-
REMOYED AND CM AIM STARL
WWI 0 GE EUE = N W40
NAURRAL OROUND SLOPE 50' FROM
BANK OF SIDLUI (STREAM SUFFER)
WFlBEOEAS9
o.e'__ - aft
MW. 6:1
I
VAR'ES VARIES
TYPICAL, =MN Of LEM 04MA=
DMWATOR
/-4LATURAL DrrouNo
b
i l r I €
il'll?lu-l 1 g
NATURAL O'M,-/
(). '
PLAN vim or LE < P ? uJam 1=

-,&B CL PPE y- =
1
M SLOPE OF M 9186110
-
A M bdOM9A ?A LPILL
SIDE LL111 w- 1 /ICY M
WONK M KOK a M SUMER
fi M 9 =ll FINCY M W1Ml
MCC frlL 1018+ 6 Wf OWI
ra

f
u
Pa r L CMeon n ¦
?D N D O fO?
{' M OOM Gam 9WL Of IcM.9ID.
naMroawrm l9M

i

r Ilflfl a M DIIOIeU1l

or Mai
Ile
D01eM OF 'Mq'r`rf mt U .L
..?, L
?
j
1/r o
CLASS r?wl
CLASS r 604
are r
He -1 rT
1NO 7MOAN f 8+10
r E +rr-j
?
?
?
r
rT a'/ -
-
I
aler?' SLOPE -1r 1EDN
roan
STAYDAPD C.B. SLIP
r f•4WN r
1/2D
1 C.tle V CONC.
'

r r OW-
CLAIM
T
STANDARD 5' O.M. CATCH BASIN
SHEET 2
`
` PRELI CWRY LRO W CONTROL PLAN FOR
ELOPER;
NER/DEv
OW
TW1N SH115 DEVELOPMENT AVERY PARK PHASE 3
ROY TRIPP
P.O. BOX 287
GARNER. N.C. 27529 n. I9Ah TWp. OWNM TWIN I S DEeII0pM0I
+(919) eat-6600
-kir ;?.
. CO. MORN GVlOIfM SOKS 8-4
•. M}?7 ROAD,
' ,a,wmw DIMKM RJ Joe NO. ATM-AP2
?'
DO MOT RISE' FF O &S7ff. W V u
r s; r. eo aMnm m ouleNa M+w

WPACT TYPE Ff i ut cm Ff.
A CHANN 1,403 11 1
B NEUSE z= u1

UN IU7
___ C3 ?,F
C. Had CREECH R. N. /? 9r# - - --- 2A Iqa? tOP?2A 1 70 50
Ca 2aM PC N3 ate'--- - I m
BUFFER ---- :4
0 YICTNTY MAP
PS 11 1 % M? LIM ?CH / > (NTS)
-ff , 06 ROAD ENCROACHMENT I
TOTAL IMPACT = 6,527 S.F. (0.15 AC) J.WtVS LL PARKER
ESTATE 2000/2446
1% 1594 PG IS
f
NMA OF WW CRM ALICNMa 4 N 9 to 0,,n wR- ?? \
AND IN: RrifR RPAMAN 4 O ?\1
EUFFFR ROADWAY DkROACHUM _ atoo 0,R
% I 0 0.1w gR ? IA ?\
00 .4ft,
% O 0.100 gR _?'"l \
r I12N.OA P. S7rtNS
} I I I O 0,100 hoctm STrAm
60P C p ,?8?' 9. 06 1807. PO to
N a qf F ,w gR '" J ?_ ?? /,?_ ?i'` \` w 197% Pc 20,/ /
cP 107 ?% /
\, /
d r / 5,,00 M1 9,100sq.?L
f56? CPS. i q / S in gR O - '? n.ee? f' ' -" i I I1 a6t0 gR
9.100 qfL
NE?. ;Cp OF
HASd PIERCE OXK
uyo 43
10,188 gR w 199766.. PPO 2u
11 0.100 gR
?L l
1.100 gR I 1 95
,01
w1 1
?• you -`? ?. T-" IE 9.100 gR 1 1 0,060 gR YH
S , 18 1
-'y 1 1 0,100 gM1 `r EP
w EDGE of
FILIL
n , •, ,9 90,00 gR
f li 49 I ta,oa gM1 O { I 71 t
/ Q tam me gR aP7s art
10.737 gR 1M? i ,U40 gR
Al
? IU24 .4M1 ?? / ? I I( ? / \1
's
10.618 gR
15,30 ,4R
1a7P7 gR 0.050 90M1 14178 gR ?/ i F5 1
1? it
14 / 10.700 gM1
4
47
x of?
V / 0.100 gM1 \• \ ?? I
aow gR n ros gR
\ ? (6? / / / ? Paw gM1 1`1s ? O 24 1 ?i \ \/? / 0
9.080 gR
0,116 gR / 9.100 gR
J y
L 421 ? ? ? ? a,aw gR ? J
9.47 gM1 ` ?'• /
9,100 wIft.
\ \ / / 11.770 gR

\ t / / law gM1
\ \ / 41
(`fit / 13,170 gll.f 41
/ ? 11A70 gM1

----T--- =M-r4r t# 3W
Iii I li
\ I I7V I (4V
V
?J
?/
SCHOOL ACRES

S 0 1 SECTION
W 1P60. Po2362
O
,148 gR

31
11AU gR
TiYS PROPERTY I
F.E.M.A. 100 WAR
F.1AM. PANEL
,y11AET 0.R10N 00011 JL
oe P801. Po 34
TMONMIIER DEVELOPMENT
ROY TRIPP
P.O. BOX 187
GARNER. N.O. 27519
0(919) em-8500
f
/
/
/
/
92
POOL MD WALT WP
AVERY PARK PHASE 3
Tmw

UNE TABLE ??? Ir \ \/\ Y\
/ -
uNE LL7rcTN eEARINC ??,
TOP or
\\
\,WW_IF_NF-INS _
?N
L4 ' / 1r ,own ": ,- \
? 08
/ i 1W -1r--rll
' 11r ESTATE 199 94L
\ DB 42
\ 6 rt
\ (A' y*5??. /'/y E ??YT W / TLS 1.100 N.R 1 I
I100 RR. 1 1 z V Ta??
?Sy? I,d p. 60 q.. r /
IT
RII ?/ 12
FR
?? - 1r If 4 / l\\\\ 15
01 ? // 1 1 1 / ? ?\? \ 1.100 \
1.100 N.fL
1 TWIN SHIP PMEN1\CO1dPAN1 11,121 p.R
D9 7467 PO 190\ . \
BM 19V, ),PG 243 ?
11.451 AMES 28 ?\
- -_ L-- / 7 2 7iMS,? r 2
qfL

/ \
-.? 47 21
1001 / VARR \
70 4E 1-1 - re2+ '1 ¢ 45 ? 1
\ 23 C a ,??
35
4 ? 1,100 R
Maa 1R.R 1 i
050 "A
? ? / q A I,N7 q.R
44 .01
?(\ 11.770 MAR
rW/ / Q
15.425 p.R I n
13,139 4 41 /1 R4rt
/ 1 I i Ve R
/ / i I aAU"
-- T- - H r
lei I `2/ I r:/
ITO
rHrs
Q
'J
/ ! n
o . + j NCINIY IAAP
R08M LEM CREID1 ? ?
FLORA P. CREECH
DO 2540. PQ 593
++ r
11
Um ZEN M3
to V?? CL CUL 19+7 17 1
ca rnr raravmr.4"3 o-1
1f l
9?
1. OBTAIN DRADM4 PSBR FROM WAKE COLPrrY
L CONOLT WARE COURT' ENMONISMIL INSPECTOR FOR A
PRE-4Ud7R1CrON WEETWL -
]. vEmY ALL aSiw %WK)A6 ==%R L"M D T.)
4. 15011 SCRMIEM 8175 A4 3N,J VIP,QL
CONTACT WAKE CWM FOR AN MISPECTON NO OBTAIN A
CCRTFICATE Of COMPLIANCE
5. BL^M TO CLEAR NO G" /AREA FOR ALL STREET CONSTR MON.
B. MIALL ADDITIONAL Dg9Ol COWMOL DENCES (SLY FDWY,
O+EKpN OT01F3. CHECK DuR, iLi.]
7, BL TM ROADWAY OPADRA7 AND STOOK dWNAOE CdTSTItl1CTYML
B. WALL CRgTl DONUTS AS NEEDED.
9. GRADE ROADWAYS AS FMMA FOR ROADMIY CONSTRICTION.
SEE NOTE ON ROADWAY FALL PLACEMENT NO COWPALTO-
I\ ,\ 1 f DB !/ Mir
1a (R `? ON 1174 w x17
ORD04ANCES WAKE IlOft
sa BE CONFOR1© 1 W 5fTRA SHALL
\1; ?\
AU DPA04AGE FTR.PCPJF,13 AND PIPES SMALL CONFORM
V \ p,R / TO THE STANDARDS AND SPECFrA.KM OF THE
• ?j iACM OF CLOCAT
TO" O R. AF*93L 11 NO OUVR;tt OF Og90'N CCATRX
DC11O3 NO DRAM"M mG)rnRn wY ALTER TO FE71EI
t j IN2IL REAa COOK CONFORM TO MTI Q MD COROM S F AYPMM7 VY
f AWES R. COOK / TIE EMttJ1YCNTAL OMP07TOR OF THE TOWN OF pWIEI.
IB71, ro 171 COWT,ACTON PWL V17M ALL DaSTN2 COOM" PIOOR
N 1170. PO 247 TO THE CURT OF WNSTR.CTgW
TIC
C
URAIO MTE Ntl BELM' pKKRD) MqA _9T AT
? 1 , AWL
RELOCATION OF ANY unnY oxruT7 WITH THE APAAPrROPRRTL
1 \??`. R MH ?UTILITY AMHORW.
PR1!1 LC2 C7+1@1
( St
II I
? ? ? ? t 1 11? ? 1(1
ITOA11 A?.fL
^ `?
?(4
RYTHM K R w M PJl "y
Fu wTTaa n«LL K FRU FTroM caNSrRIATtox
w D[DRS. IRJ7EN WipJAI, P34L ORGANIC
w7fUl dt EMTAItt w7E44L fUt ra TOP TWO
Em BELOW FI@ SJBt , iq FILL w'EBAL
M BELOW I14ED MlOH7 L7 11W1 100 POtA17f PEI
0.00 EMT. THE TOP TWO Fm or SMOKFILL 60AMML
SHALL K FRU FWON STONES ORYATEt THW 4 WOIm
FOR ALL AFV3 UOG A PROPOSED ROADWAY. THE TOP tr
a S esl - Nn THE ENIPi USE COLIC SHWL BE
CCVAC'm ro A D0411Y or ICON wAWMN SUNWJ
PROCTOR DRY K15IY AS DETE IMME7 BY AASMO HETgO
TAO. FOR TW7 POKnOH Of F4 LMER RYANI NO
ErID014 A SLOPE OF I TO I KYOWO TIC LACK OF
CAROL COMPACT TO A DDM" OF NO LrS4 THAN 13i
OF THE wOARN STANDARD POX1011 DR1' DDSTY AS
DETDWOtD WY AA9M METHOD TM RL WTEIAL
SWLL K PTA= M UrT3 Of B• OR LESS a
aTT nLACTEDwTMAL 94ALL K COMPWM TO A
DEKSM or NO LASS THAN MCS Of THE "Mm
rWN PROCTOR TED DCHSW AS DETEBOED
SY AASHTO METHOD TIM. L•LTDEL MATERML SITYL
K PLACED N LETS OF Tr OR LESS OF UgO1PACTD
sOOL
1'1111 NOTE
All MURK AND UA7ERALS SH4L CONFORM 70 THE
STANWDS AND SPECIMATIONS OF ONE 7OWN OF GARNER
CON77Z4Cil7R SHALL VERIFY fXrST7NC CONDITIONS PRIOR TO CONSMLCDON.
n I 1
J J CWTRICTOR SFNLL VERIFY THE LOGTKW (ADOVE AND EQOW CRONND OP ALL
EXL57iNC U71L171A' PRIOR TO GUASIRUCTION AND COORDINOE IF
r /I ( THE RQOCATION OF ANY UTSli1f5 MTM THE APPROPRNTE UTRlTY AUIHORIIY.
1 i ALL RfUURM POW1 S FOR CONSTRlA;77ON SFNLL EE OETALWED PRIOR TO
l / //?/ II COMMEWEVENr OF CONSTRUC710N.
/\/ o / ? CON7R4C70R WiALL OETAIN A COPY OF THE MW?V OF GARNER STANGNRDS
/ \ S \ \\J AND SPEc1RG1nONS TO US£ A.YD RVIR TO DURIW CONS7RUC770N.
>?// yB ena ra ?i /
NOTE:
WHEN PYCOX M0 LOM A UTILITY UWt
FTDWAILE MKTVM SAIL K USM
('IC
I
P6'M AND MOSCOW COMTRM OMLYS MW VARY

M
712 FwTitR COMMM TO F7QD mFOVO
\ \1
j ShTET 2
PIdN FVR
TWIN SHl' DEVELOPMNENT
RCF TRIPP AVERY PARK
P.O. BOX 277
G4RHER N.C. 27320 WRh TOP. OAIQB TWIN " DEVELOP"
+(O19) 001-0600
.... CO. NORM CAWKM ZONED
TH'S PROPERTY IS NOT LOOMED IN A 2621 W,R7 ROAD 10/10/2z DRAWN IBB ECC NO. AiR-IRS
T.EIFA 100 YEAR FLOOD HATAP,D AF EA PRPIIIMM" PIMA p 'TED
F.I.R.M. PANEL NO. 37183CO650 E DO NOT LW ? CONSMUCWHI I k 117 1' . 00' SURYrM PIN mww Yw-IeR
C+I 17.5' LT -a STA. 25+72.37 L- 0118 17.5 RT. -CL STA. 15+4426 L-2 0#15 173 LT. CL STA. 29+69.66 L-1
CL ELEV. - 319.77 a ELEV. - 346.13 a ELEV.. 343.10
ELEV. - 319.91
T
S
O
C T.B.O.C. ELEV. - 34827 T.B.O.C. ELEV. - 34324
.
.
.
. NV. IN W' RCP - 335.20
INN. OUT 18' RCP - 318.10 INV. OUT 15' RCP - 341.63 INV. OUT 15• RCP - 338.00
C1+2 17.5' LT. -CL STA. 25+19.05 L- 11+2 25.00' RT. CL SA 16+04.03 l-2 d#i8 173' Rf. CL STA. 10+74.19 L-J
• 33625
ELEV.
T.
CL ELEV. - 319.39 a E] V. - 345.75 O.C.
J39ti9
.O
T.S.O.C. _ 319.53
I ORATE - 344,00 W
I
W. IN N
15 5'
RCP
•
J0
INV. IN 15' RCP (2)- 315.80 INV. IN 15' RCP . 339.90 =40
RCP
. AJ
OUT
13'
'.
M. OUT 15' RCP - 315.60 INV. OUT 24' ROP - 339.70
CIf3 173' RT. CL STA. 25+19.05 L-1 CIf9 173 LT. CL STA. 15+04.03 L-2 C>?17 173' RT. CL STA. 11+5733 L-3
CL ELEV. - 31939 a ELEV. - 345.75 a ELEV. - 339.42
T.B.O.C. - 319.53 T.B.O.C. • 345.99 T3E.O.C. ELEV. - 339.56
M. N 15' RCP - 316.20 INV. IN 24' RCP - 33930
7
70
' NV. M 15' jtCP - 73 0

15 RCP
V
T
INV. OUT 15' RCP .716.00 INV. OUT 30
RCP -3
9. . OU
IN
16+91
47 L-2
CI}10 17
5' RT
a STA

CIJ4 173' ITT. -a SA 25+50 L-1 .
,
.
.
a ELEV. - 344.43 0108 17.3' LT. CL STA. 10+74.19 L-

CL ELEV. - 319.51
T.BO.G ELEV. - 344.57 a ELEV. - 33525
•.4839
C
T
S
O
T.B.O.C. ELEV. - 319.65 .
.
.
.
W. OUT 15' RCP - 340.60
*
IW. OUT 15' RCP - 31630 Iw. OUT 15
PCP 313
_
C?11 173' LT. a SA 18+91.47 L-
MS 173' <Fl. - --CL a STA. 25+00 l-1
Ca ELEV. • T.
319.43
T.B.O.C. - 319.57
a ELEV. - 344.43
T.B.O.C. - 344.57
944. N 15' RCP - 336.70
C#19 1730' LT. CL STA. 11+15 L-3
a ELEV. - 331733
O.C. - 338.67
T.B
INV. IN 15' RCP - 315.40 INV. IN 30• RCP - 335.70 .
644. N 15' RCP - 332.40
W. OUT 18' RCP - 315.20 INV. OUT 30' RCP - M50 NV. OUT I5' RCP - 33220
C46 173' RT. -a STA. 24+35.64 L-
CL ELEV - 320
37 CI412 17.50' LT. CL STA. 17+36.46 L
.
CL ELEV. - 344.e2
INV.OIN i18' 320RCP.47 CI+20 17.50' LT. CL SA 11+57.63 L
NV. O - 714.50 T.S.O.C. 30' RCP 0" RCP . !3520 a ELEV. - 339.42
NV. OUT 24' RCP - 314.30 INV INV. T.B.O.C. - 3-19.50
INV. O LIT 30' RCP . 378.00
844.IN 15'RCP -.41.00
Y1}t 25.0' LT. -a STA. 24+65.71 L- W. N 15' RCP - 331.00
CL ELEV. - 319.77 W. OUT 15' RCP - 330.60
T.S.O.C. - 319.90
CRATE ELEV. - 321.70 C1021 17.5' LT. -a STA. 11+8222 L-
IW. N 117• RCP - 315,00 CL ELLV. - 330.07
IW. N 15' (RCP - 31500 T.B.O.C. ELEV. - 33021
W. OUT 16 RCP . 314.60 CI014 17.5' RT. CL SA 29+69.86 L-I IW. OUT 15' RCP - 326.40
CL ELEV. - 343.10
T.B.O.C. ELEV. - 34324 . R T. + -
CL ELEV. - 330.07
W. OUT 15' REP - 337.00 T.B.O.C. - 33021
INV. N 15• RCP - 328.20
IW. OUT 15' RCP - 326.00
CMAW MAAIGP.F 9^1MXlr
TYPE SIZE I LENGTH W IW SLOPE 1
A RCP 24' -50' 314-%0
- 314.00 .60X A 1A oa 11.54 t fps
B RCP 18' -47' 314.80 314.50 0.64% 3.05 = 10.78 cf* -
C RCP 18' -27' 31520 315.00 0.74% 1.67 as 8.E8 Cf. -
0 RCP 15' -21' 315.60 31540 0.95% 1.06 co. 4.79 cfs -
E RCP 15' -36' 315.10 31&SO 0.63% 0.16 oo. 1.04 cf$ -
F RCP 15' -30' 318.00 315.80 037% 0.84 oe. 3.22 do -
G RCP 15' -19' 316.30 315.20 OMX 0.77 6c. 2.83 cN
-
X RCP 15' -30' 325.40 32620 0.67X 0.80 ce. 2.e5 cfE -
Y RCP 15' -135 328.00 31920 5.04% 1.09 oa 4.10 cf* -
Z RCP 15' -25' 319.00 315.00 421% 1.09 60. 3.92 cfE -
H RCP 36' -NCB 315.00 311.50 324% 25.53 as 64.51 cf. 13.09 fp
J RCP 15' -57' 341.80 339.90 2.9e% 1.14 oc. 729 cf' -
K RCP 24' -33' 339.70 339.50 033X 6.49 a. 21.44 .1 -
L RCP 30' -53' 339.30 336.10 0.72X B.E3 oa 2221 ofE -

DOnY D4'SS1PAMR SCIZY"
DISSIPATOR
Ao OUTLET
o
FPS
FT. N
7EIN. N. uN,N
K. IN
D1 H 17.09 24 9 13 24
D2 0 8.80 15 e 6 18
D3 W 6.78 S 4 3 12
D4 A 5.52 12 8 8 18
USE SPECIFIED STONE FOR EROSION CONTROL
PUCE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH P.EAYRED UNDERLINER
Smitmr amy SCN6DUiE
SEDIMENT
BA.S14 440. DENUDED
AREA AC. DRAINAGE
AREA AC. WM LENGTH
FT. LENGTH
FT. WIDTH
FT. DEPTH
FT. EFFECTIVE
STORAGE
1 0.13 0.24 10 10 10 3 400
2 0.13 1.79 10 10 10 5 400
3 0.34 O.e5 10 16 10 5 640
4 0.12 0.12 10 10 10 5 400
5 0.90 1.74 10 30 15 5 1600
.6 0.55 1025 22 24 22 5 2112
7 1.72 2.52 10 40 20 5 3200
8 0.16 0.51 10 10 10 5 405
RIP RAP COAV? FILTER TYPE
CLEAN ONCE EKRY YV AS REOUfP,CI OR AS NEEDED
INSPECT BLS%S IfTER EACH RAIWALL EVENT
DEPTH INCLUDES 1 FOOT FREE BOARD
ALL SEDIMENT LADEN RUNOFF SHALL EE DNE M
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASIN 16 REQUIRES BAFFLES SEE EROSION CONTROL DETAIL SHEET.
"= CQEST ff LLVTJ1. E ADO CG+=n
LM VTZAJ=
TM C= IMM PLACE
TO CZ CCON37FU= AFM ZLT BASM Ar-l
!ML OMM ID CLIM OUiE ? ?E STAI
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If F NATURAL GROUND SLOPE 51 FROM
BANK OF STREAM (STREAM 8UFLR)
nO R2ASS
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20.00*
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P.O. 287
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PRaIR W r MOSM COMMIX AM MR
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[ C0. NORM CAROLINA Z2O A-4
i 10/10/2001 GRAM A81 708 445 A=
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? 1 q ?1
LINE TABLE
LINE LENGTH BEARING
u ?. \
UPAC"i TYPE Ff= UFEAR F.
A cHAxx 1,403 11

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012626. PC 307 tr4lYK????. -.-..- I I
pdr'? S J
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ROAD ENCROACHMENT / `s j %
TOTAL IMPACT = 6,527 S.F. (0.15 AC) \? to - of ME /
s6.
EP
A,F,,.A OF WW CF= All a0a
AND KMW ? FWAMM
CUFFER PWrAY FNCROACH2W.
co
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0.103 qR
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P.O. BOX 2e7
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K
1? 551-65 CO. MOM WDJNA ZONED 1-4

THIS PROPERTY IS NOT LOCATED IN A
r
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,NC TC 01/01/2003 pUwl N1N JU N0. AIR-API
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444
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/
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(NTS)
92
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1. OBTAIN ORAOIa PER47 FROM 8512 COUNTY.
2. CONTACT WAKE CORM ENVIRONMENTAL *WWIOR FOR A
PRE-CONSTR"C"ON YfETUL _
3. 4ENiY AIL EOiTta CMC*0 SWIIC, UTIL10R ccrJ
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CONTACT WAKE COIMIY FOR AN RSPECWN ANO OBTAIN A
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IL MSTALL ADOOA7NY. EROSION CONTROL OENXS (SILT POKE.
DIVERSION DECALS, CHECK DW. FLT.
7. BOOM ROADWAY ORAOPa AND SfORL WNSTRUCtOAL
0. ISTAL ORA DONM N NOMM
SEE N0T6 ON ROADWAY FILL RACEMENT ANO COYPACTA7N
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NOTE
RNEM IACIUILLM LRa01 A URDY LNC
RDWMI! WTCRIAL $KIM K 1=
LO nom.. am=,, AND m4miw OF MOACE
PIPES AND FROWN CONTROL DEI'C'ES MAY MIRY
TO SETTER CONORM TD TILED CON01707ILL
r $NE7 2
TWIN s.1 DEVELOPMENT AVERY PARK PHASE 3
ROY TRIPP
P.O. BOX 267
GARNER N.C. 27529
X919) 631-eeoD MRYE IMP. CWQE 13H T! K4DDPLOR
CO. IURTN CARDLBM ZONED R-1
THS PROPERTY IS NOT LOCATED IN A 2321 Ipl7 ROAD 10f10/307 ORWN F! in NO. A1A-M2
FLOCD F.EMA 100 NUR 3C06 IKEA PRELPA.' MW PLAN li 674=t
F.I.R.M. PANEL NOO. . 37 371a300o50 E DO AVr UW MR COASM 3143 CYL 1' . 3C EuR21D Rot ORARIa Ir-POp

ALL DONTRd. OROKAN= y/YL
be WWOIB10 to Duda WMIRUCTdI
ALL DRAINAGE STRUCTURES AMD PPES SNAIL COWORM
ro M SIIMARDS AW SPEXr.00" OF M
TOWN OF GARPM
PLACncENr LOCATION AND M W8PY OF VM904 WNIROL
MACES APO DPMEAOE STIUCMN WY ALTER TO WTTER
W WORE TO DCSI14 II6D [0X011170! F APPA0.9 BY
M DMROWENTM. PAL--" OF M TOWN OF GAR[R.
CONTRACOR SHALL VERIFY ALL OTSRa CONDITIONS PROM
TO M START OF CONS RUCTION.
CUARACW SHALL 19tlFY M LOCATION AF ALL OMMO
IRI04 AACI BF1DW ORUN PRgq ro M START
M M Cnf OHIFLC S W RIM THE AP M
RODTAT OF ANY UTILITY a7rltlCn M APPROPRIATE
M'"Aur W-MIT 17 R'•1 eEt=ef
CONSR6A'T711
CRYMC
M TOP TWO
7 FLL WTOBAL
N 100 POURS PER
IACJOIL WTOBAL
MU THAN 4 04CHM
R3CIART, M TOP ,L'
Comm ISP11 INE
MWMM 3TA"W"
O7 BY AAtr00 IL0100
" ROADRAYI ANO
I:1
NOTE•
ALL WORK AND MATERALS SHALL CONFORM TO-THE
STANDARDS AND SPECff7CAT?ONS OF THE TOWN OF GARNER
CONTRACTOR SHALL VERIFY DGS77NO CONDITIONS PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL VERIFY THE LOCATKIN (ABOVE AND SELOW GROUND OF ALL
D=NC UTIUTIES PRIOR TO CONSTRICTION AND COORDINATE IF NECEtSkRY
THE RELOCATION OF ANY U7ILNTES WITH THE APPROPRIATE U77UTY AUTHORITY:
ALL REVVRED PERMITS FOR COV57RL C77ON SHUT BE OBTAINED PRIOR TO
COWMETCYMENr OF CONSTRILCTTOM
CON7R4C70R SHUL OBTAIN A COPY OF THE TORN OF GARNER STANDARDS
AND SPECETC477ONS TO USE AND REFER TO DURfW CONSTRICTION.

CIAt 17.5' LT -a STA. 25+72.37 L- CI18 17.5' RT. -a S0. 15+4428 L-2
CL ELEV. - 319.77 a ELEV. - 348.13
T.B.O.C. ELEV. - 319.91 T.B.O.C. ELEV. - 348.27
INN. OUT 15' RCP - 316.10 MV. OUT 15' RCP - 341.60
CI12 173' LT. -a STA. 25+19.05 L- n}2 25.00' RT. CL STA. 16+04.03 L-2
CL ELEV. - 319.39 CL ELEV. - 345.75
T.B.O.C. - 319.53 GRATE - 344.00
INV. IN 15' PCP (2)- 31510 INV. IN 15' RCP - 339.00
INN. OUT 15' RCP - 315.60 INV. OUT 24• RCP - 339.70
CI}3 173' RT. CL STA. 25+19.05 L-1 CI }9 173 LT. CL STA. 16+04.03 L-2
CL ELEV. - 31939 a ELEV. - 345.75
T.B.O.C. - 31933 T.B.O.C. • 345.99
INV. IN 15• RCP - 31020 INN. IN 24• RCP - 339.60
INN. OUT 15• RCP - 318.00 INV. OUT 30' RCP - 339.00
CI15 17.5LT. C. STA. 29+6946 L-1
CL ELEV. - 343.10
T.B.O.C ELEV. - 34324
INV. IN 15' RCP - 336.20
INV. OUT 15' RCP - 336.00
CI }10 173' RT. CL STA. 10+74.19 L-3
CL ELEV.. 335.23
T.B.O.C. - 33629
MV. IN 15' RCP - 333.60
IV. OUT 15' RCP -330.40
C1I7 173' FIT. CL STA. 11+57.53 L-3
CL ELEV. - 3'.9.42
T.B.O.C. ELEV. - 339.52Z6
?. OUT 15 RCP ?J322-20
CIA10 11.5' RT. a STA. 16+91.47 L-2 cI}16 173' u. CL STA. 10+74.19 L-
CI}4 17.5' RT. -CL STA. 25+50 L-1 a ELM - 344.43 ELEV. 33025
a ELEV. - 31931 T.B.O.C. ELEV. - 344.57 CL CL ELEV. - - J3Z 79
T.B.O.C. ELEV. - 319.65
NV. OUT 15' RCP - 34010
INV. OUT 1s' RCP - 01630
C}S 17.5' RT. -a STA. 25+00 L-1 CI}11 173' LT. CL SA 16+91.47 L-
a ELEV. - 319.45 CL ELEV. - 344.43 CI}19 1730' LT. CL STA. 11+15 L-3
T.B.O.C. . 344.57 a ELEV. - 338.53
T.B.O.C. - 31937 INV. M 15• RCP - 33570 T.B.O.C. - 336.67
INV. M I5• RCA - 315.40 INV. IN 30' RCP - 33570 INV. IN 15' RCP - 332.40
INV. CUT 1B' RCP - 315.20 INV. OlR 30' RCP . 333M W. OUT 15• RCP - 332.20
C45 173' RT. -CL STA. 24+33.64 L- 0}12 1735' LT. CL STA. 17+35.46 L
CL ELEV. - 320M a ELEV. - 344.62
T.S.O.C. - 320.47 CI}20 1730' LT. CL STA 11+57.5.3 L
INV. IN 10• RCP - 31430 INVNV.o -344.16 a ELM. - 379.42
W. OUT 24' RCP - 31430 . IN N 33• RCP - 3352) T.B.O.C. - 33936
INV. OUT 30' RCP -03500
INN. M 13' RCP -331.00
INV. IN 10' RCP - 331.00
W. OUT 15• RCP - 33010
CI}21 17.5' LT. -CL STA. 11+6222 L-
a ELEV. - 330.07
T.B.O.C. ELEV. - 33021
CI}14 17.5' RT. CL STA. 29+8916 L-I INV. OUT 15' RCP - 326.40
CL ELEV. - 343.10
7.80.0 ELEV. - 34324 122 17.5 -ICL STA. + -
CL ELEV. - 330,07
INV. OUT 15' RCP - 337.00 T.B.O.C - 33021
CYU:ou 110AW111`-r OMlrNRr
YYPE SIZE LENGTH W. IN I INV. OUT S P 1
t 4 - 314.0 1. .60E co. 11.54 c A 5.52
RCP 18• -47' 314.80 314.50 0.64E 3.05 o0. 10.75 cft -
RCP te• -27' 31520 315.00 0.74E 1.67 cc. 8.6S cfe -
r RCP 1V -21' 315.60 315.40 0.95E 1.06 00. 4.39 CEO -
RCP 1V -36' 316.10 315.80 0.63E 0.18 ca. 1.04 do _
RCP 15' -30' 316.00 315.80 0.67E 0.64 00. 322 efr -
RCP 15• -19' 310.30 318.20 032E 0.77 oc. 283 ch -
x RCP 15• -30' 32540 32020 0.67E 0.80 cc. 263 Cf4 -
Y RCP 15' -135 326.00 31920 5.04E 1.09 ca 4.10 cf4 -
Z RCP tV -95' 319.00 315.09 4.21E 1.09 ca 3.92 Oft _
H RCP 38' -iC0 315.00 311.50 3.24E 25.53 ce. 6431 CEO 13.09 fp
1 RCP 15' -57' 341.80 339.90 290E 1.14 cc. 329 do -
;( RCP 24' -33' 339.70 S39.S0 033E 549 oc. 21.44 dB -
L RCP 30' -S3' 339.30 030.70 0.72E 518 ca 2221 Cft -

04-EWY DISSRAil R SCHEDULE
DSSIPATOR
?i OURET
or
FPS
FT. W 5!Uh"
ZE 1N. iN. uwN
IN
Di H 13.09 24 9 13 24
02 0 010 15 B 6 16
D3 W 8.76 5 4 3 12
D4 A 5.52 12 6 6 18
USE SPECIFIED STONE FOR EROSION CONTROL
PLACE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH REWIRED UNDERSINER
SEL VENT Fes! SCHEDULE
SEDMENT
BASIN NO. DENUDED
AREA AC. DPNK-,GE
AREA AC. WEIR LENGTH
FT. LENGTH
FE WIDTH
FT. DEPTH
FT. EFFECINE
STORAGE
1 0.13 024 10 10 10 5 400
2 0.13 1.79 10 10 10 S 400
3 034 0.85 10 16 10 5 640
4 0.12 0.12 10 10 10 5 400
5 0.90 1.74 10 30 15 5 1500
46 033 1020 22 24 22 5 2112
7 1.72 262 10 40 20 S 3200
6 o.16 0.51 10 10 10 5 400
"RAP C I1LiW TYPE
CLEAN ONCE MRY 1FAR AS REWIRED OR AS NEEDED
NSPECT BASINS AFTER EACH RAINFALL EVENT
DEPT" 0JCL1N6 1 FOCI FREE BOARD
ALL SEDIMENT LADEN RUNOFF SHALL BE DM1ERTED
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASNJ 16 REWIRES BJFF ES. SEE EROSION CONTROL DETAIL SHEET.
"M CWi} =11147. ZPPZAM MOO CM(=
TO CONSTM)CM AAArm CLT awS All
Mt•A X10 Cf OUME MY"
NAILRAL CROIMO SLOPE 50' FROM
BARK OF STREAM (STREAM BUETER)
romouss
MA
-- a0#
ul 6;1
VAR. VARIES
TYPICAL l=MN a L&M EN'..A=
:" OBSPAtp1
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EROSW CZVIROL PMN MR
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ROY TRIPP
P.O. BOX 267
GARNER. N.O. 27529 7T. wArs rwr. 044M TWN Ow Daaurwr
}[phone]
CO. NORM W10UN lOND R-4
2621 qlll? 1NY0 10/10/2007 DRARJ RIB 001 N7. AIR-AP2
PREWWY AM ?
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A CHANNEL 1.403 11 1
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C. HCNER IRCMM R. AL 1
DO 2526, K 323 'A •--- .--------- ' I
I
-
/• , v... I1 III ?. ,, i -1 ROeM ROAD ENCROACHMENT ? , ` I' / . Ps 1 FLMA P. _
. /? ,, MUCH
i III r 1?i 11 e. 11? .rLLI l , 1 oe ?; PO 627
TOTAL IMPACT = 6,527 S.F. (0.15 AC) e%
A
\A? AMAA LL PAFWM h -16F
.40 ESTATt 2000/2446
09 1505. PG to
%
ArEA OF MW aM nnt-' tf ei / pl ,D 9,181 qR-
G'b a
Ata kium r.wvm WAMM
CUffM RIWI e1Y ENWOM IT Q a,oo qR ?? \,
+? _ ?J O laoo qR ? ± ??.
OP I I '? O x100 qR
} --
% Q5 0.100 gR °r 1,? ? \ nova P. surds
9.100 .01. HOom SRw+s
1<? E I 1 2.1005KR BAY ii/M M iu
ep 107
O 0. K 1o fi 9,100 117 gR 1.070 gfi i
0.e e 7 9.t00 KR? % I?--/? , •.i '?.? 1
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t
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ti
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1
r / 1 1 14173 gR 10.240 qfi
V t 1 '? 0.224 qR
i t?\\`? 2e x? j ; 146u qR / 1
15.346 Vt
2,070 qR 14-IA gR p n \
i
/ \ ? I ? 4 ? ?/ ,4100 qR pt(C• 1
?? I60A / 1,100 gR t, A I,OW KR 2S I +?(?L'`;
?/ / / \ \ 11,704 qR O
? \\ lei /// y 1,100 e4R
aoeo gR 111 atW gR
0.tb gR
qq7
421 ,??y?.t / 4 43 \ \ 1,070 qfi
\ \ ?/ Ge 7n Q I.NT yR at O fi ?Do eW-WTON 22a P0?3.56 ?•
/ 9 \\
T ?
\ \ \ / / 11770 qR 1,163 gR CJ
\ \ / 15.422 gR ' 11430 qR
\?\ // 42 I O
17,176 KM1I 41 10.M1 KR
/ / I 11,576 gfi
1 /
- - - - T - - - N GMTW 34&W
mot/ I Iii I :3i I Q\ I I,i I I:i
(3 00. AC KS
Sc:TKN II
m 6 IN 1170. Po 3S THIS PROPERTY IS NOT LOCATED IN A
F.EL.A 100 YEAR FLOOD HAZARD AREA.
^- F1R.tL PANEL NO. 0715300650 E
iD
J
v
N
i
92
SO
MCINTY MAvd
(NTS) SFEk7 I

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O
TBTN 'ANERSHIPP/Ot O.OPFV .ENT
ROY TR.PP
P.D. BO% 267
GARNER N.C 21329
K919) 601-6600
M Am 114tC MAP tVUM7AfAMW
imnAm, WACT NAP
AVERY PARK PHASE 3
YMYe TAP. 0"cm ,rt« sr M%V.M* (
I C0. NOATI CM*XA LONG! 1-4
L 01/01/SOW gU1M YM .LY NO. AYR-APL
IL r - 00 0.AIK11D m ivvwo H.-IRAC
i
1

LINE TABLE
LINE LENGTH Bf1RIN0
l
4,391 Erna'05*w

tD

J
/
A J
1A
/ >x 1?'-? CPL
I
%
?P'Ap ).1C0
.--270
? / I 4W?P 1111 _1.
odo '? -
11ti7?? E
ILS I X I 0.100 Aq.fL
RES Y? 0. 100 p.
0.100. .R 9r
0.
p.R
9,00 p.fi
70 00

1.100
WEI
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\ L100 R `
/ \
9.1b0 R; t / l
p.R
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08 7495 PD
BM 2.3
11.451 451 AcAC 243
\ J? REs
1 7 p tA33B2
5
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1 2t \? 2s C \ l?
1.100 .R O
i y D
2.2
JIJO / 1 +t\
(52
111 / 11,730 P4fi
/ 15.425 p.R
/ ^ 42
\ (5S, 13,134 p`.1
/ / VI
1 f5?
--- T- -?7
`t? I 12 I (3 I f" o
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(? i??E ?,/ RtdRTnIaaar NO
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L „ N FLORA P. CREECAI '
DO 2610, PO 695 /
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/

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a ? 1 ? BN turd ? 217 /
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PC" COOK
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CA 1951, ro 137
8W 1970. P9 243
I \,090\ IM \\ //
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1 52
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35 /
9.,00
lau NiLfi I i I /
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NOTE:
WPD, BACIVIUID LOCO A MUTY IRG
FLORAL! MAIERYL 111HL K USID.
LOC4TKk4 DUW777Y, AND PL4CD4E&7 OF DPU44X
PIPES AND EROSION C'O'NTROL DEVICES M41' VARY
TO C.RTER COWDRIP TO FRTD DCMLD71&
STET 2
P!$Io14RY ERMW cavm 41sToR P%M PLAN f5.?
TMMIT AVERY PARK PHASE 3
ROY TRIPP
P.O. BOX 257
N.C. 27522
` VT. ? M. ? Tom" DmOpum
9)
CO. NORM CARD154A LO10 R-4
THIS PROPERTY IS NOT LOCATED IN A 17 ?An
' Nt 10/10/2= oROM R! JOl NO. OR-4P2
A 100 YEAR 8000 HA7AP.0 AREA.
f
E1A P 0" PLAN ,
T9? 5.i
.
.
FAA M, PANEL NO. 37183:0650 E Lb NOT USF FM aW 2117 1•' Op' SUM1VL191 MN M."a?

1. OSTAM CRADMO PCFMT FROM WAKE C"M
L ODNTACT WAKE ODUNIY IM ONME TAL 06°EC A FOR A
PRE-ca STRICT l YEFTFa
y LiETPD oJ1om+s (10P?nw?., u?nma: ccc)-
3. warY
ti Z.F 51DN4IT BAV15 w 901MM, MEf:4D ak P.AUNfA
CONTACT WINE COUNTY FOR AN 04W =M AND OETAN A
CERRICATE OF COIIPUUCG
5. BCDM TO CL. AND . AREA POR ALL SORE? CCMSTR.OD]N
a INSTALL ADDTIA7NIL EROSCN CONIRJI DEMO (SLY MCC.
OA4RCION 01T04M [NCCK D,A1I, ESTJ
7. PEON ROADWAY ORAd4 AIDDPNIYt COMIROLTOM.
a Pt3TALL DPM'EL DONJIS AS NEEDED.
9 MADE RNDN11 i AS REOL"M FOR ROADNIY CONSIAUCRON.
SEE NDRS ON R04DRAY FILL PUfAIDT AND CtMPACTIOK
!a G
ALL C0NTT4L 0FC*4QCCS SUIL
Be CONFORMED TO DURPIO CONSTR CTT/
ALL DRAPNOC STIMIURL7 AND PP3 SINLL CONFOIN
TO THE STANDARDS AND SPECY'r-ATIONS OF THE
TOWN OF CNdFA
PUCOADR, LOCAMN A40 OIPNTTY of 0 0SON OONTR L
DVAMS AND DP.1M10E FMXMRO MAY AWI TO BETTOR
CDWOSM TO LCSTI/D FIELD CONOMONS F APPRMTD BY
M D14" RNTAL KSPE(.TOR OF M TOWS OF CMMRA
CON!RACrDR SAAL 44Cry ALL CCSIPD CONDITIONS PROM
TO M START OF o3NaDwcDO1
CONIRACTDR SWLL MANY M IDGiDN K All D75TPD
f41MTS ((ABM AID BO oMJIRD PWCR TOM STMT
Of CONTRACTOR COOOPJCE M
ODNS AUC 0R M
FaOCATION OF AM V9LITY COFL= M''M M AHRa1BAlE
ururr ?NI OEL'1 "'i%=! C=
P^
COWSTRUCTION
OR c
1 M TOP TWO
3 FLL 14LBNL
N 100 P0.PC4 PR
BVO7IL WT AL
.TER TVVN 4 N]ICS
LA= IN lm a
:D sm-
.1021 K
NO 1955 11AAN Pa
RXTA DRY DDG
M IFTS «,r 0
NOTE.
ALL WORK AND MUERALS SHUT CONFORM TO THE
STANDARDS AND SPECTf1C4110NS OF THE TORT! OF GARNER
CONTPAC70R SMl VERIFY D=NO CONDNMS PRIX{ TO CONSTRICTION
CONTRACTM SHALL VERIFY THE LOCATION (A90VE AND BELOW GROUND OF ALL
0T57TN0 U7XMfS PRIOR TO CONSTRUCTON AND COOMM47F TF NECESSkRY
THE REL=770N OF ANY UTTUTYS WITH THE APPROPRIATE U1ILITY AUTHORITY.
ALL REQU,P PERMITS FOR CONSTRUCTION SOUL BE OBTAINED PRIOR TO
COMMENCEKNT OF CONSTRUCTION.
CD1'TRACTOR SWL OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
AND SPEC61C471ONS TO USE AND REFER TO DURING CONSTRUCTION.

ML'1R IA rr 9'y4mAflr
a01 173' LT -CL STA. 25+7257 L- a}6 173' RT. -CL STA. 15+4428 L-2
CL ELEV. - 319.77 CL ELEV. - 348.13
T.B.O.C. ELEV. - 319.91 T.S.O.C. ELEV. - 348.27
INV. OUT 18' RCP - 316.10 INV. OUR 15' RCP - 341.60
a}2 173' LT. -CL STA 25+19.05 L- r}2 25.00' RT. CL STA. 18+04.03 L-2
CL ELEV. - 319.39 CL ELEV. - 345.75
T.8.0 C. - 319.53 GRATE - 344.00
INV. 01 15' RCP (2)- 315.80 INV. IN 15' RCP - 339.90
INV. OUT 15' RCP - 315.60 INV. OUT 24' RCP - 339.70
a}3 173' RT. CL STA. 25+19.05 L-1 a}9 113 LT. CL STA. 16+04.03 L-2
CL ELEV. - 319.79 CL ELEV. - 345.75
T.B.O.C. - 319.53 T.B.O.C. - 345.99
W. IN 15' RCP - 31820 M. IN 24• RCP - 339.50
00
OUT 15' RCP - 318
INV INV. OUT 30' RCP - 339.30
.
.
q}10 173' RT. CL STA. 16+91.47 L-2
p}4 1755' RT. -CL STA. 25+ SO L-1 CL ELEV. - 344.43
CL ELEV. - 319.51 T.B.O.C. ELEV. -34457
T.B.O.C. ELEV. - 319.65
NV. OUT 15' RCP - 340.60
INV. OUT 15' RCP .71830
CI}11 17.5' LT. CL STA. 16+91.47 L-
a?5 11.5' RT. -CL STA. 25+00 L-1 CL ELEV.. 344.43
CL ELEV. - 319.43 T.B.O.C. - 344.57
T.S.O.C. - 719.57 NV. IN 15' RCP - 33570
INV. N 15' RCP - 315.40 6N. IN 30• RCP - 333.70
INV. our 18' RCP .315.20 AN. OUT 30' RCP - 33830
C41 L!7.5- RT.20 -CL STA. 24+35.64 L- 0#12 17.50' LT. CL STA. 17+38.48 L
0#115 173 LT. CL STA. 29+69.66 L-I
CL ELEV. - 343.10
T80.C. ELEV. - 34324
8N. IN 15' RCP - 336.20
INV. OUT 15• RCP - 336.00
0}15 173' RT. CL STA. 10+74.19 L-3
CL ELEV. - 3;,835
T.S.O.a - 336.19
W. IN 15' RCP - 333.60
INV. OUT 15' RCP . 373.40
C1117 17S RT. CL SA. 11+5733 L-3
CL ELEV. - 339.42
TIM.C. ELEV. - 339.58
W. IN 15• $CP 332.60
M. OUT 15 RCP - 73220
CM1e 173' LT. CL STA. 10+74.19 L-
CL ELEV. - 33725
T LO.C. - 33839
p+19 1730' LT. CL STA. 11+15 L-3
CL ELEV. - 11833
T.ELO.C. - 338.67
M. IN 15' RCP - 332.40
M. OUT 15' RCP - 33220
CL. LEV.. 7.77 CL ELEV. - 344.152
T.BO.C. - 320.47 CQ20 1730' LT. CL STA. 11tS7.63 L
INV. M 115' RCP - 314.50 T.B.O.C. - 344.78 a OELEV. .C. - 799542
NV. M. OUT 24' RCP - 314.30 • O IN 30* 3 RCP - 333.20 T.S.O.C. -37936
INV. OUT 30' RCP - 778500 ey, IN 15' RCP -131.00
1T}i 25.0' LT. -CL STA. 24+65.71 L- M. N IS' RCP - 331.00
CL ELEV. - 319.77 W. OUT 15' RCP - 33030
T.S.O.C. - 319.90 - CI}21 17.5' LT. -CL STA. 11+6222 L-
IAN. GRATE IN 115• ELEV. - RCP . . 31 71 7 500 DL ELEV. - 330.07
INV. IN 1Y (2CPRC7150060 rw. ELEV. - .- 3
INV. OUT 16 P - 314. a}14 173' RL CL STA. ?0+69.66 L-I AY. ou OVf 1 1551 ' RCP 726.40
CL ELEV. - 343.10
T.S.O.C. ELEV. - 34324 Q12.2 17.5' FiT. -,CL STA. 11+62.22 Ll
CL ELEV. - 330.07
INY. OUT 15 RCP - 337.DO TwO.CC. - 33021
R. M a- M A M
N1f9D1I nolwlf^r 4514=MNC
PE I TYPE SIZE -- LENGTH - - INV.
OUT I SLOPE 010 1 V
A RCP 4 - 314.0 314.00 .60X . oa 11.54 c I 5.52 fps
e RCP 18• -47' 314.60 31430 0.64% 3.05 = 10.75 cfe -
C RCP tV -27' 31520 315.00 0.74% 1.61 6c. e.es dI -
0 RCP 1s• -21' 315.60
1 315.40 0.95% 1.05 = 4.39 do -
E RCP 15' -36' 316.10 315.80 0.83X 0.18 = 1.04 dI -
F RCP 1V -30' 316.00 315.E 0.57% 0.84 = 322 cfI -
C RCP 15' -19' 316.30 316M 0.53X 0.77 co. 2.83 cfl -
X RCP 15' -30' 326.40 32620 0.67X 010 cc. 283 de -
Y RCP 1V -135 32500 319.20 5.04% 1.09 cc. 4.10 do -
Z RCP 15• -95' 319.00 31500 4.21X 1.09 co. 3.92 dI -
H RCP 36' -105 315.00 31130 324% 25.53 647 64.51 6f/ 13.09 fp
J RCP 15' -57' 341.60 339.90 298X 1.14 647 329 dI -
K RCP 24' -33' 339.10 339.50 031X IL0 ca 21.44 cf• -
L RCP 30• -51' 339.30 338.70 0.72X B.eS 647 2221 do -

ENERU^Y DSSlPATOR SCREEMi8
DISSIPATOR
" oun.FT
o
FPS
FT. a
ZE IN. N. L1N,r4G
THICK, M.
D1 H 13.09 24 9 11 24
D2 0 8.80 15 8 0 115
D3 W 6.76 8 4 1 12
D4 A 5.52 12 8 8 18
USE SPECIFIED STONE FOR EROSION CONTROL
PULE DIS'SIPATOR AS PER DETAIL SHOWN ON
- V=DN CONTROL DETAIL SHEET WITH REWIRED UNDERUNER
smil T amy SlhC.DULE
SEDII4ENT
BASIN N0. DENUDED
AREA AC. DRNNAGE
AREA AL. WEIR LENGTH
FT. LENGTH
FT. WIDTH
FT. DEPTH
FT. EFFECTIVE
STORAGE (Cn
1 0.13 024 10 10 10 5 400
2 0.13 1.79 10 10 10 S 400
3 0.34 o" 10 16 10 5 640
4 0.12 0.12 10 10 10 S 400
0.90 1.74 10 30 15 S IBM
P
.6 0.55 1029 22 24 22 S

7
1.12
2.52
10
40
20
s .
3205
6 0.16 0.51 10 10 10 5 400
RCIEW ONCE MRi YEARAS REAUIRED OR AS NEEDED
INSPECT BISRS AFTER EACH RAINFALL EVENT
DEPTH MUM 1 FOOT FREE DOUtD
ALL SEDIWENT LADEN RUNOFF SHALL DE DIVERTED
TO'W'ARDS ANS INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASIN 15 REQUIRES BAFFLES. SEE EROSION CONTROL DETAIL SHEET.
16TH at njwL PLACE YATTM LEVEL UWJ=
TO C! COY(taJ= an ELT &MM Arl
REWYM
STAML AND ?O,?f m ES IUDs ° Min
n
1
NATURAL OROLINO SLOPE 60' FROM
TANK OF STRIAW (STREAM BUTTER)
fl"XkS3
ILATTIN
--- 4CX
GIN
341 6;1
ME.
LORI VARI
Tr-- IL ccTi (7 -WAMM crrt
-?? orssraoe
NATURAL Q"L*O
b
NATURAL LYIDUNO?
2 00
0. '
PLAN v.TT Cr wom Carl=
1A/ now < 112

'?LZ-1 Ol M '
1-M SLYaM MJ"V A
70 V M b.16M91 ON TIC M 1A'"
10[ Y4YL WAN 1r IrCY M
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M Da-.r1
to M EL pok a
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TEL OF Ci
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cum T com
r
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STANDARD 5' O.M. CATCH BASIN
SM r 2
PR>tIJAIMPRY EROSION CONTROL PIMP MR
TM
AVERY PARK PHASE 3
ROY TRIPP
P.O. BOX 257
GARNER N.C. 27529 n. 1YRYS TWf. owNM TrN SM WYMD ND7
}(919) eel-6so0
N0RD1 cuaLRIA
20x[0 R-4
Stlt RYD 10/10/2073 DRA1M 101 701 N0. AOI.V!
ref nn???nv N
PRGLRxIR- P}Afr
DO_MOT USE fA4CClY57R(lCT?7
N , 11 )b t-P, ]
q 1' - 67 LUHRD M ORM10 Wr?aO

IMPACT TYPE FT2 LLAEAR FT.
A cHANN 1,4W 11
B NEUSE
BUFFER 27ld 9 ow =11
4
I &12V 11M

LINE TABLE
UNE IFNCM BEARING
C. . ,oge,.?•?
•-
HOWR pt¢CH ET AL 0j. .-.---- `?_-- .---------
DO 220, PO 395 5 K
- J
-/-1 CREECH
ROAD ENCROACHMENT 6'S j " Po 093
A
TOTAL IMPACT = 6,527 S.F. (0.15 AC) L4
M"
JJWJS W- POWER
ESTATE 2=,(2444
00 1940. PC 11
40,
W MA OF RM O?EE'1f A1k NT tG a1e1 KR`, /(r
gw:V ,
x100KM1
A!0 ! MYER 6?MM
DUFFER FWADW EHMOAQ'. aloo KR tP
% 7 9,1W KR
N O 0.100 KR oY (S \? \ CUANOR P. STEVENS
Nav1T SmENS /
0.100 KM1 i97C P%243
E 2.100 .Vt /
E9 101.94
0.10 fL 9.1o M1
rSe\ p1II% , I, ?, 117 KR O 1,070 KR
.r cw? i' . . 4100 KR,
+ E OF HAM MM CDW
RLl I '? J` .. z= p 4111C5 R. COOK
10.251 KR I 1 I C* ICK K 0.7
w 1170. ro :u
IL 9.100 %fL s 0 v I 3t SS
x100 KR 2.070 KR ' 11N ?
0.100 KIL V? 1 1
9,100 KR
¢/,.?/ 11 It to 0.100 KR J M
DOE CE OF FILL
19 9.100 KR I l it , I ??/
r?7i / 0 49 1 1l ` ? 10.190 M1 29 ?;'? ; 32 8 ; I
14256 KR 0.470 00M1 I I I I 10.210 KR
14777 KM1
1
17.124 KR /
?/ / \, \ 111. / ? ? / O ? / `1
/ / 1 I 25 _ ?? 14640 KR / t
/ O \ 20 14310 KM1 O ) 1
\
0.057 KM1 ? 14,338 KR G rs
169 14317 KM1
/ V A ?? ? ? ? ? /; ,4701 KM1 C7>'?• 1
9,140 .,ft.
? r60\ r \ \ 1.040 KR 11,101 KR II
KM1
9,100
1,100 KM1
CON KM1 U16 KR I ? ?? 0.100 KR
\ r6%\ 4 45 \ \ a?0 KM1 i 77 AU6KY 6unTW JDOW% JL
6.847 KR \ \? h / 9.100 R 06 6640. PO 376
%
%,?NL
\ / / 71.730 K1L 9.m KR d!
\
/
I r?%1
----T--
Q., I "!,N
0
5 60 1
. 43
14121 KM1
42
17.136 00-I 41
11.67! KM1
I
N C"7'4T 340.!
\ I 1
1`r 14
•r SCHCM ACRES
SECTION 2
w 7
O
1LSO KR

J9
11AU KR
TKS PROPERTY IS NOT LOCATED IN A
F.E.M.A. 100 YEAR FLOOD HAZARD AREA.
F.I.R11. PAN'S NO. 3715300660 E
r
/
/
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/
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NCINTY MA>(NTS) SHEET I

ORNER E\ETAPEIt
TWN SHI OEaIIDPYENT
ROY TFtPP
P.O. BOX 257
GARNER, N.C. 27529
f(919) eel-"Oo
PR-gw..wm PLAN
M RIAT 114tC C717 fYM1C770VYT1kw
IS3J1N O !i ACT W
AVERY PARK PHASE 3
1WRY1 TIP. O*NM TOM >M DCI4CPI N'
t CQ NORiH caou" mnmm R-1
L 06/01/x140 DRANK Y1N t M0. ATR-AP7
dt 1' - 6C 9JRKHD REH DNANNO NrNAC
UNE TABLE
uNE IENCTTi eEARTNC
I 4N
J J
3IOU
`.
-270
%
2
'rX- k2 ?00
,
,WWII ?W 11 ?1
..11.11
-1-i
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I ?? Ir a Ao111r4A!l CREECI (om)
L 1 E N j nDRN P. CREECH
DO 280. PG 413
/
\ I. GRAMTALL DE DROADPIXTS AS RAMl DONUTS AS ED NEEDED
FOR. ROADWAY CONSTMJCr4PL
SEE N076 ON 0501MY TILL PSACtAKM AND CCPAC7RE
_. •
It- 14-1 1,100 Aan
Ak.A
0. R 1,100 N.
4
1,108.
> ? I
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91A Y T-lo PC 24J
11 '451 .451 A?RES 29 \
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1 / 0.100 .R 2 f
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48
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1T00 R0.R 4?
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?ta ILA 1 ? \\ BN 1974 fM S/J / /
S
44" R. COOK
DO 1954. PO 437
a n74, ro 243
?
?Ir I' II `` S40i
11 ? I4'tl
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'`IOA14 P4.R
n d'
L l 1
?
l 410.7W tR I l E? 1?1\
L
/ ?`1 Errs ?
NOTE:
ALL WORK AND AGIERALS SHUL CONFORM TO THE
STANDARDS AND SPECYRCAUONS OF 77LE TOW OF GARNER
CONTRACTOR SHUT VERITY DOS7TNO CONOMONS PRIOR TO OONSTRUC110Y.
CaVM4 TOR SHALL VEIE'lY THE LOCATION (ABOVE AND SLAW GROUND OF ALL
EXISTING U77L1PES PRIOR TO CONSTRUCTION AND LOORDtNATE IF NECESS4RY
THE RELOCATION OF ANY U77LMES WTN THE APPROPRATE U77UTY AUMM7Y.
ALL REQUIRED PERMRS FOR CONSTRUCTION SHUT EE OBTAINED PRIOR TO
COMMETNCEMENT OF COASiRIA 7ION.
CONTRACTOR -51L OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
AND SPECIFICATIONS TO USE AND REFER TO DURING CONSTRUCTION.
?ps 40106 PG
!U, ,,, 41 1. OBTAIN GRADING PEP71T FMM WAS =AM

2. CONRACT WAS COUNTY EMYgN EWEAL INSP(CIDR FOR A
PR[-GONSTft RgN MFETWU.
z YDErr ALL E>L5M wIOG,DNa t? unrAT: Ecr.)
CONTACT C WAKE C COMPLIANCE FOR AN 06.^ECIlloll AND OBTAIN A
mnFCA E or AONNDG
a OCTAL m C N 1PLI(r0 L GRUB ARSA R All STREET wDIC14 ION.
0. /bENl AODIT0Wl4 CDARdI CONTROL 7l DENCE7 (BET IEIIDE
DARRSICN dfC11C5, CNECN (SML ELT. W.AX
7 BERN RIYAIAY CMDRq ANO SmM CANSiR000f7CNN.
I O!WPL !^?! ? fRS.XR"-A-rcP/n
r-MIX r-1
ALL CON! ORDOMATES SNN1
K CQfOB10) TO mmc CCESTPUCTIOWI
ALL DRNIfd CIR1CTURES AND PFO SmAM CONFORM
TO THE STAN56RCS AND SPECIFICATIONS OF THE
TOWN OF CARP93L
KACOIE't LOCATION AND OIWPITY OF IRO" OCIIIAX
DENCES AND DRAWDE STRRIURES MAY AETCII TO BETTER
CONFORM TO EllS!%9 FC1D CONDrl" F A PRWD PY
THE ENVr>lWEN!IL R6PECE04 OF THE TOWN OF GUKR
CONTRACTOR AWL VEt" ALL ETATM CONDITIONS PRIOR
TO THE STMT OF CONSTRICTION.
CONTRACTOR $NNL %VtfY THE LOCATION K ALL DCON2
Uf{f16 (?I[ Alq K1LW a 11RID P'RpR m TE STAN
a Cp6NJRKN. T, CON RIC A CODORWC M
RG=AT10N OF ANY UTILITY OONUCTS ARM THE APPOOPRI&M
UTXM ;r- "acres c"" 11
IF NI E7S CX.°P
4 Al Yl M
FROM OCRISII6KTIC1
I ORGANIC
'L THE TOP M
or. ND ILL MATDBAL
3 THAN 100 PQMCY FETE
I of, MC FILL MATERIAL
I GREATER THAN 4 NCB
OSED R;MDN.Y. THE TOP 1r
-- -i s L K
umOF l'Oft LESS OF
AANL K WMPACTCI TO A
T,M W% OF TIE MAWM
DRY DENSITY AS DE11)RUNNED
». 610011 MATUtW. ARNL
Of 1Y OR LETS Of LINGO PACTm
NOTE:
NUI 0AC7A11NO ERpER A WMAY LWE.
FLOWABLE MATERIL 1001 K IMM
LOC4MV. OUWREY. AND PEA404W OF DRAAIACE
PF£S AND EMION CONTROL DENOES 94Y VARY
TO BETTER COWD E 70 11E,D CONOMYS.
i ShW 2
PRaAMW E7OSM CiPfMa1S7lMW,%M PLAY MR
WIN S? ? ENi AVERY PARK PRASE 3

P.O. BOX 287
GARNER N.G 27529 . YM031RP. OWING TYN" OEvCDPMDR
+(919) fa,-8800 .N±.
0,
NORM CAIIXRM
2010 Ai
7N15 PPOPERtt 5 NOT IOGTD IN A 2K1 p 7 ROIO 10/10/200.1 DRNM IMS ml Mz RR-An
EVA A. 100 "EAR FLOOD HAZARD AREA
F PREi!! NAW PWI ES
.
F'.I.RIA PA4EE, NO. 37193C06E0 E
IDO WT ? FW COASTRUCM
VI q 1• . ?, 61.WYEYm Iml uR»Wa 1.-PRP

W?ff MET ST (E7XlLC

0111 173' LT -CL STA. 25+72.37 L- CI}8 17.5' RT. -a STA. 15+4428 L-2 CI15 17.5' LT. CL STA. 29+69.64 L-1
CL ELEV. - 319.77 a ELEV. - 346.13 a ELEV. - 343.10
ELEV
- 319.91
T
B
O
C T.B.O.C. ELEV. - 34827 T.B.O.C. ELEV. - 34324
.
.
.
.
. INV. IN 15' RCP • 736.20
INV. OUT 16' RCP - 316.10 INV. OUT 15' RCP - 341.60 INV. OUT 15• RCA - 374.00
d12 173' LT. -CL STA. 25+19.05 L- 1112 25.00' RT. CL STA. 16+04.03 L-2 0116 173' RT. CL STA. 10+74.19 L-3
T. ELEV. - 3
CL ELEV. - 319.39 a ELEV. - 345.75 829
.O
-
3
T.B.O.C. - 31933 GRATE - 3µ.o0 INV
IN 1
• 373.60
5' RCP P
NV.
INV. IN 15' RCP 2)- 315.60 INV. IN 15' RCP - 339.90 O MV. OUT 15' RCP •77140
W. OUT 15' RCP - 315.60 IM'. OUT 24' RCP -739.70
ct13 173' RT. CL STA. 25+19.05 L-1 019 17.5' LT. CL STA. 16+04.03 L-2 0117 173' Rf. CL STA. 11+57.53 L-3
C. ELEV. - 319.39 CL ELEV. - 345.75 a ELEV. - 3_39.42
TA.O.C. - 31933 T.BO.C. • 345.99 T.B.O.C. ELEV. - 37936
W. N i5' RCP - 31620 INV. IN 24• RCP - 339M INV. IN 15' jtCP -77240
MV. OUT 15' RCP - 316.00 INV. OUT 30' RCP - 339.30 INV. OUT 15 RCP • 33220
0110 17.5' RT. CL STA. 16+91.47 L-2 011e 173' LT. CL STA. 10+74.19 L-
014 I7.s' RT. -CL STA. 25+50 L-1 a ELEV. - 344.43 a ELEV. • 33825
CL ELEV. - 31931 T.B.O.C. ELEV. - 344.57 T.B.O.C. - 33639
T.B.O.C. ELEV. - 319.63
HMV. OUT 15' RCA • 340.80 1 333.40 1
INV. OUT 15' RCP - 318M 1w OUT Is* PC? -
p1 173' LT. CL STA. 16+91.47 L-
CNS 17.5' FIT. - --CL a STA. 25+D0 L-1 L'I
a ELEV. • T. CL ELEV. • 344.43 C1119 1730' LT. CL STA. 11+15 L-3 319.43 T.S.O.C. - 344.57 CL ELEV. - 338M
T.B.OD. - 319.57 INV. M 15' RCP - 33870 T.B.O.C. - 338.67
W. M 15' RCP - 315.40 INV. IN 30' RCP - 375.70 INV. IN 15' RCP - 332.40
INV. OUT 18' RCP - 31520 INV. CUT 30' RCP - 33130 INV. OUT 15• RCP - 33220
C45 17.5' RT. -CL STA. 24+35.64 L- 0112 17.50' LT. C. STA. 17+30.48 L
L ELEV. - 320M a ELEV. - 344.12
T.S.O.C. - 320.41 T.B.o.C. •Sµ.71 C1120 1730' LT. CL STA. 11+37.67 L
W. IN 15' RCP - 714.30 a ELEV. • 379.42
INV. IN 30' RCP -378.20
W. OUT 24' RCP .314.70 IW.. OUT 30' RCP - 378.00 T.S.O.C. - 33936
IN•/, M 15' RCP • 731.00
Y111 25.0' LT. -CL STA. 24+85.11 L- INV. M W RCP - 331.40
CL ELEV. - 319.77 INV. OUT 15' RCP - 330.60
RATE -
G . - 32,.70 C1121 17.5' LT. -a STA. 11+6222 L-
ELEV. • 3
PATE
INV. IN 16• RCP - 315.DO CL ELEV. - 330.07
!WW. IN 18 RCP 3144. 0 0114 17.5' Rr, a STA. 29+e9.98 L-1 T9.o.C. ELEV. - 37031
INV. OUT- w RCP • 326.40
CL ELEV. - 343.10
T.B.O.C. ELEV. - 34324 C112.2 17.5- + -
CL ELEV. - 3_30.07
INV. OUT 15' RCP - 337.00 T.B.O.C. - 37021
INV. IN 15' RCP - 325.20
INV. OUT 15' RCP - 326.00
42TY10EP M715UII-W O^JIFMHC
EEL IYP 52E LENGTH W IW, OUT
P
10
A 'Ir - 314-M 314.00 0.60X 3.23 00. NE pE
B RCP 16' -47' 314.50 314.50 0.64X 3.05 00. 10.75 do -
c RCP 18' -27' 31520 315.00 0.74X 1.67 00. 1.E6 Cfe -
D RCP 15' -21' 315.60 315.40 0.95X 1.08 a. 4.39 Cfe -
E ROP 15' -36' 316.10 315.50 OMX 0.18 W. 1.04 cf4 _
F RCP 15• -30' 318.00 315.60 0.67X 0.54 oc. 3.22 cf4 _
0 RCP 15' -19' 318.30 310.20 OMX 0.77 m 2.83 do -
X RCP 15' -30' 326.40 320.20 O.O7X 0.80 cc. 2.65 C}I -
Y RCP 15' -135 326.00 319.20 5.04X 1.09 cc. 4.10 C11 -
2 RCP 15' -9S' 319.00 315.00 4.21X 1.09 00. 3.92 Of: _
H RCP 38• -108 315.00 31130 324X 25.53 0a 54.51 cfr 13.09 1p
J RCP 15' -57' 341.50 339.90 2.9CX 1.14 c0. 3.29 do -
K RCP 24' -31' 331 339.60 OMX 6.49 cc. 21.44 do -
L RCP 30' -83' 331 358.70 0.72X 8.18 oa 2221 cfE -

ENERGY OL'SSIPAWR SCHEDULE
D1651PATOR OUTLET

o

FPS

FT.
Lo
"o N
12E IN.
M,N. UNiN
N. 14.
DI H 13.09 24 9 13 24
D2 0 6.60 15 8 5 18
D3 W 6.16 5 4 3 12
D4 A 532 12 6 6 19
USE SPECIFIED STONE FOR EROSION CONTROL
PULE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH REWIRED UNDERLINER
SEMEW PASN SaYMME
SEDIMENT
BASIN NO. APEAW.) DRNNACE WEIR LENGTH
FT. LENGTH
FT. MOTH
FT. DEPTH
FT. EFFECTIVE
STORAGE
1 024 10 10 10 5 405
2 N 1.79 10 10 10 5 400
3 Od.6 10 , 6 10 5 640
4 0.12 10 10 10 5 400
5 1.74 10 30 15 5 1670
;6 035 1025 22 24 22 5 2112
1 1.72 232 10 40 20 S 3200
e 0.16 031 10 10 10 1 450
RIP RAP cgAVEL FILTER rfrE
CLEW ONCE EVERY YEAR. AS REOUIRED OR AS NEEDED
INSPECT BASINS 07ER EACH RAMALL EVENT
DEPTH 64CUIDES 1 FOOT FREE BOARD
ALL SEDIMENT LADEN RUNOFF WALL BE DfVEJRTED
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASIN 16 REWIRES BAFFLES. SEE EROSION CONTROL DETAIL SHEET.
MOM CORSTRUM LEVEL NIdJM ALM OORTOU R
WTH CX LICFL PLACE MATTM MEL OPOM MM
TO BE C@ROUJCiID AFTER !LT SAWS ARE
REMOV0 AND WCH i[i ARE STAELE.
SV4L !tP-IEF TO BE MITSCIE Me= f4M
NATURAL 9ROIM0 SLOPE 50' FROM -
BANK OF STREAM (STREAM SUFFER)
NAN
e.1
VARIES VARI
TYPIM PEI 11 OF LLVM 91MADER
'-, 6asraon
l?NA1URAL 1910UID
b
?NATiMA1 G.tOLNS?
20.00*
PLAN MM OF LLVEL SPRL4=
M/ IIAPEtt < 10%

,-M l6K OF M anotTO
1
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r r-4%w r
I Am 0.00 v cowl
'

r Cum
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T
STANDARD 5' O.M. CATCH BASIN
SHEET 2
PER
TWIN SH DEVELOPMENT
ROY TRIPP
P.O. BOX 287
GARNER, N.C. 27529
1(919) 661-6600
PRIIIImiw PL"
DO_NQT USE RAP WAS"
PRaM,NAW EROSM ICGIYTRM PLAN RAP
AVERY PARK PHASE 3
Mwys TMP. owmm TrN UIP DCA.OFIIW
E CO. MORN GUOIHI 20tam R-/
E 10/10/20W ORAMN RIB Ale NO. AR-IP9
IL 1' • BO' VJR4rm m ORWMO L- "

IUPACT TYPE FT' UNEAR FMi, I
A CNANN 1,403 11 1
B NEUSE =aid as)
/ / 47 \
/ IFo1 / 9,00 KR `\\\,
AREA OF NEW CFM AIJOtJLeFNT I / Q H b3? to a1n KR- ?r
l \
AND NEUSE RNER WAICAN / / O x100 KR • \,
I.1fm ROADWAY E4CRO1 fL 9.100 aR
I r- \ O 0100 KR \\\
I \ O 9.100 KR ., 0.0 aLMOR P. STr^s
r•
181 SPG 142
"OCUTT
µ'57• e" r '? IaOR o,,oowR? x;979 PQ 243
E
107
r3 / V 1 9.10 R x100 RR ', P ,
\\ 117 O ?a1 ?' / ?` ?{ l 1 11 9,050 KR `
c!?of-01. . 9000 KR
1TSAW OF nu t2 T I I HAZM P977MCO
r1 y;?.. _ W?` ?jf - O M2W C1 R 1I De ,0.M PO 1J7
1 r'x - r __ J? 'r ,3 t ; 1 1 D1 1174 i;147 1.100 wR SiR 1
31
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O?yl Y ' ,e ??' 1 1 o.HS
9,100 KR U,1? } oSO nR N
alga or
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a- DOE OF ML ` 1 I ? 19 9,100 KR ? ? 1 91 ? I I
IS71 O 49 i 10.191 KR
Q 10. 29 ?;I 32 1 1 /
11.
26/ KR 9.975 KR ,4757 KR 10.74 KR
4
1 / l
13"4 KR
10.81 KR
/ ® 20 0 25 / i i
KR
/ ` ? ,3,313 797 KR 9.050K
14
/ 1457/ KR
1
10.709 KR
O
21 of
9,019 KR 11.704 411-
Qft \ \ } , ` ,?j O
9,100 KR
\ (ate / / 1.100 KR O 24 11 \/? // 0
9,100 KR
1.00 KR 414 KR 1 /
Ie21 8.050 KR O A119RIY RATON JD03M 3L
9,64? ot?ft DO 68K PQ 356
9,100 KR
\ ?+\ \ / / ,1750 KR ` 1,115 KR y
--
39
\ 441
11,6.8 KR
\ \ / 15.429 KR
O
155 17,171 KRI 41 .644 KR
ILL= KR
1 (jai
1
- - - - -?- - - - x a,r4a? 34&W
(` j I (21 `3 I ? I (41 i Q I `a/ I
0 1 W 1=p5 ro 357 has PROPERTY IS NOT LOCATED IN A
51 VE-M.A. 100 YEAR 8000 HAZARD AREA.
F.LRAL PANEL NO. 37153CD"O E
.
LINE ..tE 6EARiNO
u ..•9
r 1
co
? OJRiISS R
? `+ =e,?- , i G 70 50 C. mouvt OREECH ET. AL -161 CD
BUFFER , NCINTY MAP
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/ 11 11 / 11? OM LrW3CRMMM
\ ws i
4 1 / DO RMA 2W. P. e95 `
? / \,? ", ? ? ? ? ? _ ? ? _ ?, • ? 1, ? / / w
ROAD ENCROACHMENT 8
TOTAL IMPACT = 6,527 S.F. (0.15 AC) 4 ?- / ! ,? I /
ARKER
f
/
/
/
SHEET 1
TWNN SHIIP DE\fl ?11ENT
ROY TRIPP
P.O. BOX 201
GARNER N.C. 27529
K919) aa1-aaoo
PREWNW PLM
M m-ff 1 OOALSTRUL7)ON
I WrMAW WACT WP
AVERY PARK PHASE 3
mm" TO. OANQe TM 97W DrM"%I07t
0: m Naln7 WWLMA == 11-4
L 09/8/2077 DRAIN Y01 A9 N0. AM-I'22
LE i' - 3d 911REYD FDI OAA9N9 ---
LINE TABLE
FUNE LENGM aURINO /? j / ????\?? \\_` `„??`______/`? IJ
iz:
?? ? ? ? ?I ?1r• 11 ? I 1
lip
Ou1LM71
A ii D?ml fr /% 2701 ??4 tl -?, \
/ ;
/ w 1
fe5I(ERII(
?. -FSTA 1992 941"? 4t0?\ .R
? / Ot7„?'3 002 ` tl
/ R
C
/ J
I.
2.0
Ta 1 4> 1/ / 41m PAIL
E I 1
0. OA00 K. I Qa0 ION
RRR
%
s 2
%
-270 IV' t2
! 1J Noses plL
1
15 / - / 16 \ 4+
777111 ' 1 O I 1,1 p.R \ ? Y
r ?i •?• 2.0 4 to laoo AR.R \ --
uoD w.R \ ....
/ $76r
O\ U
`n\ __ ? // \ R 1 \ 1400 A41?
1 LLD 1 ?? 27 1
JJJ ? ?\
A TNN SNIP EVI.INJ DYPANY 1
243 +1.221 WtR ? r
(? 1 ????j \ ? ?? DB Ti37 PO 190
ll BII t9a1tOPC \
11451 --
474
0, NFR \
\ t 14,008 q.R
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\ 47 ? 2t
?-... , 8.,00 R 25
???rD t t6? S \ O?,,pD 0 2'y ? f ? 3a /
I 1 ?, 0 J ,,/ 1.,00 R
Lam' ? 1 / 1? ? \ 41{6 aR I /
ILL \ 1
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ROOM UW6 CERTI (NTS)
1 N FLORA P. CASN
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+. OBTAIN Ot1D04 POW FpY WAKE C" M
L CONTACT WAKE C?'11? 'CAL NWWTDR FUR A OGNS` 3. N911Y ALL DUSTNO 07HOrtCNS CTOPCOIll
URI'IES, OCT.)
c INSTALL Sill Sl AS SHOWN. NEEDED OR PE"ZED.
CONTACT WAKE Ol FOR AN INSRCD7N NO OISTAN A
L'ERP%'ATE OF ,AAIPUNEi
S. Ill TO al AND 0" AREA FOR ALL STREET LUIriTRLCR}C
4 INSTALL ADDITIONAL ERDR7N CONTR0. OMCO (SET PUKE,
DINTM 11 OTCl DECK [Al ELT.
- ,. KDN R'ADW OWING AND STORY N%IETRIICDON.
4 ISOLL CPM4 DoWR AS I®E0.aNENF
SEE NCIES oN Rt'NDMY RL PAE AND [01IPA[OOAL
?' 0. ORAO[ ROADWAYS As IIEDI.WIm FER ROAOWp o7NSTRCNON.
r ?snvs
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NOTE
ALL WORK AND UATERAI.S SHALL CONFORM TO THE
STANDARDS AND SPEC61CAT10NS OF THE TORN OF GARNER
CONTRACTOR SHUT VERIFY DaSTIND CONDITIONS PRIOR TO CONSTPLICTTON.
CONTRACTOR SHUT VIER FY THE L00410N (ABOVE AND BELOW GROUND OF ALL
EXTAING POLITIES PRIOR TO CONSTRUCITON AND COORDINATE F NECESSARY
THE RELOCATION OF ANY UTZU77ES WITH THE APPROPRIATE UTNTY AUTHORITY.
ALL Ill PERMDS FOR CONSTRWWH S7MU BE OBTAINED PRIOR TO
CONMENCLVEWr OF CONSTRUCTION.
CONTRACTOR SHUT OBTAIN A COPY OF THE TOWN OF DARNER STANDARDS
AND SPECIFTCRTONS TO USE AND REFER TO DUR7AC CONS1RLCfT IN.
? / /' °,W 4 ry III 1 /
\ \ i11
7-7- -r .,,cr
.u'"Z'..
ALL CONTROL ORDINANCES SKALL
K CONFOR"m TO Oup" CONSTRICTICII
Al DRAT ICE STRIC ILl AND PIPES SHALL CONFORM
m THE STANDODS AM SPECIFICATIONS Of THE
CARNER.
PI.A?CDIE?NC. LOCATION NO 0l1WTICA OF EROSION CONTROL
K ALL EO57N0
PRIOR TO M START
" THE APPROPRIATE
w ess axEeY
MACl OF FILL WR`NL N AL POY-An
FILL LATRW SHALL K FREE FROW CONSTRUCTION
W DEMe1, FWIDN ATER" - ORGANIC
MATTER dl ENAAJI WEIIIAEL PAOL1 M TOP TWO
FEET BEOW nmml 51 1T NO Fu MATERIAL
SWL K IRO WEO'0N0 LESS THAN 100 POICS PER
DISC I= M TOP TWO FEET Of BALIOILL LATERAL
OWL K FAQ POOH STOO OR EIt THAN 4 IACNEY
FOR ALL Mg LOW A PROPOSED ROADNAY. M TOP 1r
OF A.BIl NO M ETIT -11 RASE col D40 LL K
IOINCIm TO A Ml OF 1001 NWWW STNNRD
PROCTOR DRf DENSITY AS DETE8N1m n AASNm NE71CO
700. FOR THAT PORTION OF M UNDER ROADWAYS AND
COMING A SEER OF E TO I BEYOND M BACK OF
WMLAxxAF SCONCT m A DENSITY OF tO LETS TRIM m
a TANDARD MJC OR DRY OESTY N
DIETM Nm OY AAl 1N 1TI= TM FILL UATEF44L
SILL K RACED N trTS Of 8' OR LESS OF
LINOOWP
CTI" RL?LATER*OILAL 04ALL K C06PWM TO A
DERRY OF NO IRS TM 10E OF M 1LLVLL1W
STANDARD PROCTOR DRY DENSITY AS DETERU Nm
BY AA TO HEOEO TIE. UOROIl INTERIL SWLL
K PACED N tm Of Ir OR U M3 OF LINCOLN-# m
SOIL
NOTE
NOI 6AdO011N7 LROER A LRI7TY UW-
FLOWAItE WTUSIL OWL K USED.
LOGTKML OOLVTAY, AID PI.ACt]YElA7' OF DRAIMCE
P81E5 AND ERO.SLYF CONTROL DCO= MAY VARY
7n CENTER CON FVRN TD Ill CONDITIONS
SHEET 2
pREULMM DWSW commolliM? PLAY FLT?
AVERY PARK PHASE 3
ROY TRIPP
P.O. BOX 267
GARNER N.C. 27529 . Iml TWP. CWIOB TWIN " DCIMDPMW
+(919) Cal-Ca00
?. - CO.
WAKE NORM UJOIIN 201D Ri
THIS PROPERTY IS NOT LOCATED IN A .
2121 1,31 READ nKm 10/10/2007 ORYIN rob 'FOB RID' A111-IR2
M.A. 100 YUR FLOOD HAZARD AREA.
F
E PREW.4AW ANN t-1131
.
.
F.LR.M. PRNEL NO. 37183:0650 E /» A1AIT' 11i FOR DOHtrSTWACT V 4z ttu
SCALIE 1'.80'
wR'EV 11104
D15uW10 1.-WaP

r

vwa mcir 0T1Mc7YFFF
all 17.5' LT -CL STA. 25+72.37 L- Off8 17.5' RT. -CL STA. 15+44.28 L-2 CI15 17.5 LT. CL STA. 29+69.66 L-1
CL ELEV. - 319.77 CL ELEV. - 348.13 CL ELEV. - 343.10
T.B.O.C. ELEV. - 319.91 T.B.O.C. ELEV. - 34827 OSN 15" RCP - `6.20
INV. OUT 18' RCP - 316.10 M. OUT 15' RCP - 341.60 INV. OUT 15' RCP - 336.00
x116 175' K1. CL STA. 10+74.19 L-3
af2 175' LT. -CL STA. 25+19.03 L- YI?2 25.00' RT. CL STA. 16+04.03 L-2 CL ELEV. - ".25
CL ELEV. - 319.39 CL ELEV. - 345.75 T.&O.C. - 335.19
T.B.O.C. - 31953 ORATE - 344.00 NV. N 15' RCP - 333.60
INV. N 15' RCA (2)- 315.6'0 INV. N 15' RCP - 339.90 INV. OUT 15' RCP - 333.40
INV. OUT 15' RCP - 315.60 INV. OUT 24' RCP - 339.70
013 173' RT. CL STA. 25+19.05 L-1 af9 175 LT. CL STA. 16+04.03 L-2 11W. 7 175' RT. CL STA. 11+5753 L-3
CL ELEV. - 31939 CL ELEV. - 345.75 ELEV. - 339.42
T.B.O.C. - 31953 T.B.O.C. - 345.99 O.C. ELEV. - 33955
INV. IN 15' RCP - 316.20 INV. IN 24' RCP - 37930 M 15' ?CP - pm m
OUT 15' RCP - 318.00 INV. OUT 30' RCP - 339.30 OUT 13 RCP - 11220
C1410 175' RT. CL STA. 16+91.47 L-2 C415 175' LT. CL STA. 10+74.19 L-
CIJ4 17.6' RT. -CL STA. 25+50 L-1 CL ELEV. - 344.43 CL ELEV. - 33825
CL ELEV. - 31951 T.B.O.C. ELEV. - 344.57 T.&O.C. - 335.39
T.B.O.C. ELEV. - 319.63
944. OUT 15' RCP - 3b.60
L?M OUT IS- PCP - .713 4.0
INV. OUT 15' RCP - 31630 '.
Ells 17.5' RT. -CL STA. 25+00 L-1 af11 175' LT. CL STA. 16+91.47 L-
CL ELEV. - 344.43 CM19 17.50' LT. CL STA. 11+15 L-3
CL ELEV. - 319.43 T.8.O.C. - 344.57 CL ELrV. - 338.53
T.B.O.C. - 319.57 W. N IV RCP - 336.70 T.B.O.C. - 338.67
INV. N 15' RCP - 315.40 RN. IN 30' RCP - 338.70 INV. IN 15' RCP - 332.40
W. OUT 18' RCP - 315.20 INV. OUT 30' RCP - 338-50 W. OUT 15' RCP -33220
C46 175' RT. -CL STA. 24+35.64 L- CIF12 1750' LT. CL STA. 17+35.45 L
CL ELEV. - 320.73 CL ELEV. - 344.62
T.B.O.C. - 320.47 T.B.O.C. -344.76 CH2O 1730' LT. CL STA. 11+57.e3 L
INV. N 16' RCP - 314.00 INV. IN 30' RCP -378.20 CL ELEV. - 339.42
944. OUT 24' RCP - 314.30 INV. OUT JO' RCP - IS-203 T.B.O.C. - 33955
NV. N 15' RCP - 331.00
YIf 1 25.0' LT. -CL STA. 2++65.71 L- W. N 15' RCP - 371'00
CL a V. - 319.77 INV. OUT 15' RCP - 330.60
T.B.O.C. - 319.90 CIf21 17.5' LT. -CL STA. 11+82.22 L-
ORATE ELEV. - 321.70 ELEV. - 330.07
INN. IN 15' RCP - 715.00 CL CL ELL ELEV. -33021
INV. IN 15' f%;-21 500
IAN. OUT 16 - 314.80 T.B.O.C.
a114 175' RT. CL STA. 29+6936 L-1 INV. OUT 15' RCP - 326.40
CL ELEV. - 34310
T.B.O.C. ELEV. - 34324 C?022 17.5- FT-CL 51A. +
CL ELEV. - 330.07
W. OUT 15' RCP - 337.00 T.B.O.C. - 33021
INV. IN 15' RCP - 325.20
INV. OUT 15' RCP - 328.00
wnI NII ANP wwLR Jlrv
P - • -E SIZE -"LENGTH --- IN NN
OUT SLOPE 1
A RCP 4 314.30 314.00 % oa I r fp1
8 RCP 16' -47' 314.80 314.50 0.64% 3.05 cm 10.16 do -
C RCP 15' -27' 31520 315.00 0.74% 1.67 o6. 6-68 de -
D RCP 15' -21' 315.60 315.40 0.95% 1.08 oc. 4.39 cf4 -
E RCP 15' -36' 316.10 315.60 0.83% 0.18 cc. 1.04 cfe -
F RCP 15' -30' 316.00 315.50 0.67% 0.84 ac. 322 cfr -
G RCP 15' -19' 318.30 318.20 0.53% 0.77 ca 2.83 dr -
X RCP 15' -30' 325.40 32520 0.57% 0.60 cc. 2.85 dt -
Y RCP 15' -135 325.00 31920 5.04% 1.09 cc. 4.10 d1 -
Z RCP 15' -95' 319.00 315.00 4.21% 1.09 ca 3.92 dr -
H RCP 38' -108 315.00 311.50 324% 2557 0. 64.51 do 13.00 fP
V RCP 15' -57 341.60 339.90 2.96% 1.14 c6. 329 d1 -
K RCP 24' -38' 339.70 339.50 057% 8.49 cc. 21.44 dr -
L RCP 30' -83' 339.30 .05.70 0.72% 6.0 = 2221 dr -

MV- CY DMPAM SCHEDULE
DSSIPATOR

Iv-Q OUnET
o VIO
FPS
FT.
" (w U50 I Nn
52E IN. MIN. LIN,N?
K. 14,
01 H 13.09 24 9 13 24
C2 0 6.60 15 8 5 16
D3 W 6.75 S 4 3 12
D4 A 5.52 12 6 6 15
USE SPECIFIED STONE FOR EROSION CONTROL
PULE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH RECIU ED UNDERUNER
SMUENf =V SCH-UIF
SEGMENT
SASN N0. DENODm
AREA AC. DFWWaE
AREA AL. WEIR LENGTH LENGTH
FT. WIDTH
(FT.) I DEPTH
FT. EFFECTNE
STORAGE
1 0.13 0.24 10 10 10 S 400
2 0.13 1.79 10 10 10 5 400
3 0.34 0.85 10 16 10 S 640
A 0.12 0.12 10 10 10 S 400
:.
0.90
1.74
IO
30
15
S
1600
•6 053 1026 24 22 5 2112
7 1.72 2.52 10 40 20 s .3
6 0.16 0.51 10 10 10 5 400
RIP RAP CR/,VEL FILTER 1YPE
CIEAIJ ONCE EKR1' YEAR. AS REQUIRED OR AS NEEDED
INSPECT BA.SINS AFTER EACH RAINFALL E4DfT -
DEPTH INCLUDES 1 FOOT FREE BOARD
ALL SEDIMENT LADEN RUNOFF SHALL BE OhiFIED
TOWARDS AND INTO A SEDIMENT BASIN PROR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASIN f6 REQUIRES BAFFLES. SEE EROSION CONTROL DETAIL SHEET.
PX11i4 CmaSPJJCT IEMEL am= Alm CCMCltt
UM OX PLACE TO CCLt?CM) AAFM S A LT ? a
PMKYYM?1(?AN?D,p, ?MYCH LM Ala STABLE
$144 10 CS CUi".SJL 9=1 11.1tv
NATURAL OMNO SLOPE 50' IRQ1
BANK OF STREAM (STREAM BUFFER)
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MA
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STANDARD 5' O.M. CATCH BASIN
SNEFT 2
PER:
TWIN SN DEVELOPMENT
ROY TRIPP
P.O. BOX 287
GARNER N.C. 27529
f(919) 681-8800
Plmw. <" PUN
PRE71N1464Rr EROSM COMMIX PUN HUMP
AVERY PARK PHASE .5
. MARES TA. 0110! TM BI4R D&mAlb R
DO. MWN WNIMA ZDN O R-4
ROAD
`NI -80"4 10/10/2106 9MMN ra JOB NO. AM-AP2
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L-A, +?L-J",A C +?A?
AAC ??? Cc? r.a$ be used ?o Gooic1 or`ec_? ?O uSe
?b?S. ?lek?e ??av?de a p1? ?•?„, btu •. ?1nw4- ?3L? aA
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„?p ' ?yv1Lt??ev? l
o -??GQ
DWQ# Date-,, lc"'' Who Reviewed: (?-
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as requyfired by GC
r62 Lf d e- Ca t6 10 A-7
Please J - project imperviousness area based on the estimated built-out Iconditions.
? Please indicate all stormwater outfalls on the site plan. jO_i V) 0 LA -S -17
(Y)
? Please indicate the diffuse flow provision measures on the site plan. 3op?o
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please L eliminate the or provide additional
information as to why it is necessary
for o projec j abe/e JQ s Creek CJml;,IOP7s AV ?
This Office believes that the 1 on e p an P can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
DWQ# 0 3 - la(P Date 1o y Who Reviewed: 62 I eY-
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage. - -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

v Complete items 1, 2, and 3 Also complete
item 4 if Restricted Delivery is desired.
® Print your name and address on the reverse
so that we can return the card to you.
n Attach this card to the back of the mailpiece,
or cn the front if space permits.
IV
[-
1. Articl Addressed to:
Wilco Properties
1708 Trawick Road, Suite 209
Raleigh, NC 27601
DWQ# 03-1260 - Wake
2

Ay nature -E]
Agent -;-)10 1 1 i7
Addressee
B. Received by (Printed Name) C. Datc
?t-,) l
D,- Isdelivery address different from item 17 ? Yes
If YES, enter delivery address below: ? No
J

\ 3. Service Type
19'artified Mail
tQ?E;egistered
? Insured Mail
? Express Mail
&Rcturn Receipt for Merchandise
? C.O.D.
? Yes

UNITED STATES POSTAL SERVICE First-Class Mail
t'r?:',:2/t 14 1'lt. FrT p 8 FCC3 P?id
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
r"
1
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
DWQ# 03 / 2-bg D vx Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project. la /,"GPlease show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. 1Cppe' /7
? Please show all wetland impacts including fill slopes on the site plan"" /vG?CGfZ ?lS/ /1 .v?
Please indicate all buffer impacts on the site plan. ill due l71b4'
l f `uYan. "" aYta 3) tom' ?GCItG?t?
? Please indicate proposed lot layout as overlays on the site p t and n? GLF.?
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
lease locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan. //,?'
lease indicate the diffuse flow provision measures on the site plan. ??'Q, / Y .J 0if/ C4
,.7 14,1 kf"
? Please indicate whether or not the proposed impacts already been conducted. ?
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management

?C
G
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please'
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
c pensatory / ?/ mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
s

1
7j io
Q. ?i L,
/J• /S-o$
Thompson & Associates, PA
NC DIVISION OF WATER QUALITY
5208 - Fees -- Engineering
7/22/2004
AVERY PARK PHASE 3 NC DIV. OF WATER QUALITY

-Anc)v aov GGNtfll3M
8122
475.00
475.00
rN7
f\
Q
P+

CHECKING, FIDELITY B DWQ 0 03-1260 AVERY PARK PHASE 3
CURB INLET SCHEDULE
CI#1 17.5' LT NCL STA. 25+72.37 L- CI#8 17.5' RT. NCL STA. 15+44.28 L-2 CI#15 17.5' LT. CL STA. 29+69.86 L-1
CL ELEV. = 319.77 CL ELEV. = 348.13 CL ELEV. = 343.10
T.B.O.C. ELEV. = 319.91 T.B.O.C. ELEV. = 348.27 T.B.O.C. ELEV. = 343.24
INV. IN 15" RCP = 336.20
INV. OUT 18" RCP = 316.10 INV. OUT 15" RCP = 341.60 INV. OUT 15" RCP = 336.00
CI#2 17.5' LT. NCL STA. 25+19.05 L-1 YI#2 25.00' RT. CL STA. 16+04.03 L-2
CL ELEV. = 319.39 CL ELEV. = 345.75
T.B.O.C. = 319.53 GRATE = 344.00
INV. IN 15" RCP (2)= 315.80 INV. IN 15" RCP = 339.90
INV. OUT 15" RCP = 315.60 INV. OUT 24" RCP = 339.70
CI#16 17.5' RT. CL STA. 10+74.19 L-3
CL ELEV. = 338.25
T.B.O.C. = 338.39
INV. IN 15" RCP = 333.60
INV. OUT 15" RCP = 333.40
CI#3 17.5' RT. CL STA. 25+19.05 L-1
CL ELEV. = 319.39
TYPE
CI#9 17.5' LT. CL STA. 16+04.03 L-2
CL ELEV. = 345.75
LENGTH
INV. IN
CI# 17 17.5' RT. CL STA. 11+57.53 L-3
CL ELEV. = 339.42
T.B.O.C. = 319.53
INV. IN 15" RCP = 316.20
INV. OUT 15" RCP = 316.00
D.A.
T.B.O.C. = 345.99
INV. IN 24" RCP = 339.50
INV. OUT 30" RCP = 339.30
V10
T.B.O.C. ELEV. = 339.56
INV. IN 15" RCP = 332.60
INV. OUT 15" RCP = 332.20
RCP
24
CI#10 17.5' RT. CL STA. 16+91.47 L-2
CI#4 17.5' RT. NCL STA. 25+50 L-1 CL ELEV. = 344.43 CI#18 17.5' LT. CL STA. 10+74.19 L-
CL ELEV. = 319.51 T.B.O.C. ELEV. = 344.57 CL ELEV. = 338.25
T.B.O.C. ELEV. = 319.65 T.B.O.C. = 338.39
INV. OUT 15" RCP = 340.80
INV. OUT 15" RCP = 316.30 IINV. OUT 15" RCP = 333.40
CI#5 17.5' RT. NCL STA. 25+00 L-1
CL ELEV. = 319.43
T.B.O.C. = 319.57
INV. IN 15" RCP = 315.40
INV. OUT 18" RCP = 315.20
CI#6 17.5' RT. NCL STA. 24+35.64 L-1 CI#12 17.50' LT. CL STA. 17+36.46 L-2
CL ELEV. = 320.33 CL ELEV. = 344.62
T.B.O.C. = 320.47
INV. IN 18" RCP = 314.50 T.B.O.C. = 344.76
INV. OUT 24" RCP = 314.30 INV. IN 30" RCP = 338.20
INV. OUT 30" RCP = 338.00
YI#1 25.0' LT. NCL STA. 24+65.71 L-
CL ELEV. = 319.77
T.B.O.C. = 319.90
GRATE ELEV. = 321.70
INV. IN 18" RCP = 315.00
INV. IN 15" RCP = 315.00
INV. OUT 18" RCP = 314.80
STORM DRAINAGE SCHEDULE
CI#14 17.5' RT. CIL STA. 29+69.86 L-1
CL ELEV. = 343.10
T.B.O.C. ELEV. = 343.24
INV. OUT 15" RCP = 337.00
PIPE
TYPE
SIZE
LENGTH
INV. IN
INV. OUT
SLOPE
D.A.
Q10
V10
A
RCP
24
-50'
314.30
314.00
0.60%
3.23 ac.
11.54 cfs
5.52 fps
B
RCP
18"
-47'
314.80
314.50
0.64%
3.05 ac.
10.78 cfs
-
C
RCP
18"
-27'
315.20
315.00
0.74%
1.67 ac.
6.68 cfs
-
D
RCP
15"
-21'
315.60
315.40
0.95%
1.06 ac.
4.39 cfs
-
E
RCP
15"
-36'
316.10
315.80
0.83%
0.18 ac.
1.04 cfs
-
F
RCP
15"
-30'
316.00
315.80
0.67%
0.84 ac.
3.22 cfs
-
G
RCP
15"
N 19'
316.30
316.20
0.53%
0.77 ac.
2.83 cfs
-
X
RCP
15"
-30'
326.40
326.20
0.67%
0.80 ac.
2.65 cfs
-
Y
RCP
15"
N 135'
326.00
319.20
5.04%
1.09 ac.
4.10 cfs
-
Z
RCP
15"
-95'
319.00
315.00
4.21%
1.09 ac.
3.92 cfs
-
H
RCP
36"
N 108'
315.00
311.50
3.247.
25.23 ac.
64.51 cfs
13.09 fp
J
RCP
15"
-57'
341.60
339.90
2.98%
1.14 ac.
3.29 cfs
-
K
RCP
24"
-38'
339.70
339.50
0.53%
8.49 ac.
21.44 cfs
-
L
RCP
30"
-83'
339.30
338.70
0.72%
8.68 ac.
22.21 cfs
-
CI# 19 17.50' LT. CL STA. 11+15 L-3
CL ELEV. = 338.53
T.B.O.C. = 338.67
INV. IN 15" RCP = 332.40
INV. OUT 15" RCP = 332.20
CI#20 17.50' LT. CL STA. 11+57.63 L
CL ELEV. = 339.42
T.B.O.C. = 339.56
INV. IN 15" RCP = 331.00
INV. IN 15" RCP = 331.00
INV. OUT 15" RCP = 330.80
CI#21 17.5' LT. NCL STA. 11+82.22 L-
CL ELEV. = 330.07
T.B.O.C. ELEV. = 330.21
INV. OUT 15" RCP = 326.40
CI 22 17.5 RT. NCL STA. 11+82.22 L-
CL ELEV. = 330.07
T.B.O.C. = 330.21
INV. IN 15" RCP = 326.20
INV. OUT 15" RCP = 326.00
ENERGY DISSIPATOR SCHEDULE
DISSIPATOR
-NUMBER
OUTLET
V10
FPS
a
(FT.)
W
FT.
D50 STONE
SIZE IN.
MIN. LINING
THICK. IN.
Dl
H
13.09
24
9
13
24
D2
0
6.80
15
8
6
18
D3
W
6.76
5
4
3
12
D4
A
5.52
12
6
6
18
USE SPECIFIED STONE FOR EROSION CONTROL
PLACE DISSIPATOR AS PER DETAIL SHOWN ON
EROSION CONTROL DETAIL SHEET WITH REQUIRED UNDERLINER
SEDIMENT BASIN SCHEDULE
EDIMENT
ASIN NO.
P
DENUDED
AREA AC.
DRAINAGE
AREA AC.
WEIR LENGTH
FT.
LENGTH
FT.
WIDTH
FT.
DEPTH
FT.
EFFECTIVE
STORAGE CF
1
0.13
0.24
10
10
10
5
400
2
0.13
1.79
10
10
10
5
400
3
0.34
0.85
10
16
10
5
640
4
0.12
0.12
10
10
10
5
400
5
0.90
1.74
10
30
15
5
1800
*6
0.55
10.28
22
24
22
5
2112
7
1.72
2.52
10
40
20
5
3200
8
0.16
0.51
10
10
10
5
400
RIP RAP GRAVEL FILTER TYPE
CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED
INSPECT BASINS AFTER EACH RAINFALL EVENT
DEPTH INCLUDES 1 FOOT FREE BOARD
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO
LEAVING THE CONSTRUCTION SITE
SEDIMENT BASIN #6 REQUIRES BAFFLES. SEE EROSION CONTROL DETAIL SHEET.
NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR
WITH 0% SLOPE. PLACE MATTING. LEVEL SPREADERS
TO BE CONSTRUCTED AFTER SILT BASINS ARE
REMOVED AND DITCH LINES ARE STABLE.
LEVEL SPREADER TO BE OUTSIDE NEUSE RIVER
BUFFER AREA.
NATURAL GROUND SLOPE 50' FROM
BANK OF STREAM (STREAM BUFFER)
FIBERGLASS
MATTIN
A� - ----- -- �70y,
0.6'
MIN. g;1
BURIED
6" MIN.
VARIES VARIES
TYPICAL SECTION OF LEVEL SPREADER
DISSIPATOR
_,,,,--NATURAL GROUND
I
UJ I Z
I l I i W
i
Z
W
NATURAL GROUND
20.00'
PLAN VIEW OF LEVEL SPREADER
W/ SLOPES < 1OX
12 3/4"
7' " AS DIRECTED "
L2-2 G.I. PIPE
0
5'
0
12" 15"
A.�
D
'„ .
6'-4"
CLASS "B" CONC.
CLASS "C" CONC.
-L f -x-15
3 NO a REBARS 8' LONG v
2"-J-
2" G.I. PIPE 22" LONG --
ON 3' SLOPE -18" BELOW
TOP OF C.B.
i r6.
T
STANDARD
OWNER/DEVELOPER:
TWIN SHIP DEVELOPMENT
ROY TRIPP
P.O. BOX 267
GARNER, N.C. 27529
#[phone]
TOP OF CURB
APE SHALL BEGIN FROM
To10' FEET F �.e.
(SEE
NOTES:TH
11-E SLOPE OF THE GUTTER TO
TO THE CATCHBASIN ON THE UPHILL
SIDE SHALL BEGIN 10' FROM THE
CATCHBASIN. THE SLOPE OF THE GUTTER
TO THE CATCHBASIN ON THE DOWNHILL
SIDE, SHALL BEGIN 5' FROM THE CATCH
BASIN
2- CAST IRON MANHOLE STEPS SHALL BE
INSTALLED IN ALL CATCHBASINS OVER
4' IN DEPTH. DEPTH SHALL BE MEASURED.
FROM THE TOP OF GUTTER TO THE
INVERT OF THE CATCHBASIN.
3- DEPTH MEASURED FROM THE TOP OF BRICK
WORK TO INVERT OF EFFLUENT LINE.
-� 1-1 1/2-
2
/2"2 1/2�
STANDARD C.B. STEP
CLASS "C" CONC.
- CLASS "B" CONC.
5' 0. M. CATCH BAS N
2821
PRELIMINARY PLAN
DO NOT USE FOR CONSTRUCTION F
SHEET 2
PRELIMINARY EROSION CONTROL PLAN FOR
AVERY PARK PHASE 3
ST. MARY'S TWP. OWNER: TWIN SHIP DEVELOPMENT
N� IATES WAKE CO. NORTH CAROLINA ZONED R-4
ROAD
7 6 DATE 10/10/2003 DRAWN RIB JOB NO. ATR-AP2
> 0
143 SCALE 1" 50' SURVEYED REH DRAWING Ins-ecp
REVISIONS PIN 1711.11-66-5846,1711.11-67-41!9
1711.11-66-3534

LINE TABLE
LINE E LENGTH I BEARING
1-1 4.39 S77'46'05"W
THIS PROPERTY IS LOCATED IN A
F.E.M.A. 100 YEAR FLOOD HAZARD AREA.
F.I.R.M. PANEL NO. 37183CO542 E
J _
94 L.F. LEVEL SPREADER.
SPREADER LIP ALONG
N CONTOUR 262. SEE DETAIL 0520' PRIVATE
/ • .SjHEET�3. lit
DRAINAGE I�
=1
i
r
C. HOMER CREECH ET. AL. N • •'� --•... �„
DB 2826, PG 395
/ / • ' • � oo- L•a
JUNIUS M. PARKER '(10 DURA `00
ESTATE 2000/2446 CO 0.0
DB 1595, PG 18 N SNC cr
10.00 � �� � �
O \ OPEN SPACE AREA
G
p•o
• / t ? 0a 0.25 ACRES
i� \ G AREA TO BE
\ » a71 •5� -16 I 9,000 SQ.FT. \ C� REPLANTED AFTER
I/ .45, 6 E POND CONSTRUCTION
3
', N 80' _. \ O w 9,000 SQ.FT. \ $ MIN. F.F.E.
70 \?�
= 273.65,
225 L.F. LEVEL SPREADER. ---' / p' ' 0 9,000 SQ.FT. $ MIN. F.F.E.
SPREADER LIP ALONG / ,I 9,000 SQ. FT. 01 273.65
/ / L I o MIN. F.F.E. \ I J as
EIP � �� CONTOUR 275. SEE DETAIL �1 3 \ o
N 26'30 00 W �� \ \ 273.65
SHEET 3. \
606.82' 17g.9a' ���� \ O \ o \ 9,000 SQ.FT. o MIN. F.F.E.
\ \ syti 273.65 1. 9 000 SQ.FT. O p
MIN. F.F.E. YAR
» EIP E�� s�J' )pE--� \�P / 9,000 sQ.FT. \ oI \ = 273.65 1� � 10' SIR
• 9 E S�� MIN. F.F.E..Q9,- �-
N 8728 5 - �/ c% �� P�E� 01 MIN. F.F.E. \ = 273.65
�3
E
1 ,9�- ; 2d P , 273.65 _30,99 MM0N$ L _ IOi�C RAM
-'Q"��UOLIEK C0Q�RAMP
'f' • ' / -/ 110 j OPEN SPACE AREA I _` _ „ CI /AREA TO BE // 0.93 ACRES � YARD Oo.- x3.45' 6 E Q- _/ I 1 0� `�
REPLANTED
ED ATN R , 10 �_ f N �f `!f 7-� '
A� - 'j 13.2 R-25.00'
h
�x`g' /I - pR0 L-39.27'ORE
l
EX. DRAINAGE EASEMENT = \ +1p ,a 10 `I"� 0 1 W
QJ0 ! 9 _"'- _ _-__.� � 72.0 ', � o;
-. Q•,ee
ee
e
•eo
- - -
0 59 `-720
°e•�rA , -- -�'"_ ._ . - _. "" J ,Ln
Nn 'o - 72.0 LLP o 1
- 2 \ 0,409 SQ.FT.
r;
(56 - 9'�
S�g6.03' R 30 Op - 72„-00
- �..
oo YAR
-.._,- .. DBL
N • AMP RAMCP 1 ARE f \ O I
-.. - o
• ; /% ; %; 'iji Wil. 1 %2' 0 �� 1 0 10 9,000 SQ.FT.
w
9,000 SQ.FT. \
�, R-25.00
Qo F o L-39.30' 1 1 q 9,500 SQ.FT.
,SE2V.T t- r:� ;1 a; 0 10, i 1
a, \ 12 1 9,000 SQ.FT. 10 _
OBfN PAC�t
�- (^ 1 ' 0, :,' �C`R ; �; �/ 1f '. 1 1 3 1 �' 9,000 SQ. FT. 1 1� g5.72 63 143.90' I ;
`7j T� 9 I
\ / NATl1RA4', 9,000 SQ.FT. 35 I !
/ EIP
9,100 SQ.FT.\ 1 �� LP 66' 42.32 13p.50'
AT THIS TIME, NO SUBDIVISION SIGNAGE (58\ i,;";';, j / M \; 1` 72.0 01 6g' i' \ 6� 9,506 SQ.FT.
IS PROPOSED. IF SIGNAGE IS DESIRED AT / , t \ 1 S ,
A LATER DATE, THE PROPER APPROVALS 72.00' I \ \ "
\ AND PERMITS WILL BE APPLIED FOR AND `�7 \`,, 0\ r
OBTAINED PRIOR TO INSTALLATION.
/ / 9,000 SQ.FT. � �; �'c,, � �' 68 6 14_ �
/ o 9,500 SQ.FT.
/ + / o �• �, r? 9,306 SQ.FT.J L
o,
40
•
N 56
1711.11-66-3534
1711.11-67-4139
- ZONING: R-9
( /
INSTAL!_ TYPE III BARRICADE
- NO. LOTS = 47
AT EDGE OF PAVEMENT.
2.
- AREA REQUIRED IN OPEN SPACE = 1.49
;•
SEE SHEET 11 FOR DETAIL.
ACRES (12.06%)
rn IPS
w N
STA. 21•+•20 CREEK COMMONS AVE.
50'
3.
END 2:1 FILL SLOPE FOR
Spoils Area)
�
BY THIS OFFICE
Ra ." NNAY IMPROVEMENTS
- SETBACKS:
O W ELEANOR P. STEVENS
t �s HOCUTT STEVENS
DB fn \ 7, PG 142
BM 19076, PG 243 /
• 73.73
V-3
R-25.00'
L-39.27' 2 7 \ C&D
9,029 SQ.FT. \ NN• ,
MIN. F.F.E. E;
= 262.00 - i
� - UR t
.06' w 1 g FFER t
xx
1
X S
HAZEL PIERCE COOK
JAMES R. COOK
DB 1854, PG 437
BM 1976, PG 243
0 z <v�
MF ap
C
CURTISS DR
70
50
VICINTY MAP
(NTS)0 5
�Q
50
R/W
60' R/W
4' 5' 5'UTI5'
32' B-8
STRIP STRIP
13.5'
3 .p[ W L
.arc PREMIUMS)
S' CONCRETE L 5' CONCREn
SIDEWALK 2.5' CONCRETE 8- ABC SIDEWALK
CURB k GUT//TE�RR //�./��..���� �r
�1.f�fl� OOMMM AVE"
iIMAL RQ1iDYMAY MY= WITH SIOEUWX
OW RgFIf OF NAY NTS
v 29' B-8
SSTTRRIP
' 2 I-2
FLL CL
SLOPE k0OL
wPLO
PE
c aooam
5' CONCRETE 8• ABC
SIDEWALK tVCON�CRErE
CURB & GUTTER
T"I'll L, RQIIDNAY >lfXITION Wm Sm"LK
5W FAW OF NAY NTS
\ 28 MH IN NEUSE RIVER BUFFER
231 SQ.FT. NOT PART OF LOTS
NOT INCLUDED IN OPEN
20' SANITARY c \ SPACE CALCULATIONS
9, S
•31' N ` r--/19
f EIP
SEWER EASEMENT o _
w�
I 29 I ° ,3s,,rid
O
9,000 SQ.FT.
1 25-
O•
CID
30 �' /
\ 9 500 SQ FTS_'
L / t� o• \O 21
9,437 SQ.FT. 12,556 SQ.FT. / 24 �Q` • �!! h`� 7st2,9s\
46 ewe `.� '�,� \ / �� S �� ,. Jv ; `' \ \ \ IPS 1
9,000 SQ.FT. �� g0 /� 6' 9,009 SQ.FT.Q� / i \
o \ \ o �� �, `\ , �O '�, 9,000 SQ.FT.
R-25.00
9
�� �• 16 \ 20 �!. J► L-97.60' j �Q A / / �'s�
/ Ovo
4.\o'er \9,648 SQ.FT. 11,631 SQ.FT. \ 6'• < \
9,000 SQ.FT. x \ R�, \ 'J.'Cb
QQ' 32
\ \ / o \ / , 'o \ \ / 029 �• / /� 6'j :^ P / 10..q, , 9 \,000 SQ.FT. /
1 RAMP / \ ��
51.31 '
/ /
/ 44 j- \. 17
/ k 1 9 1 � AMP �s
9,000 SQ.FT. '� �� \ 9,000 SQ.FT. \ O : h°' \ 9,000 SQ.FT. \l
\ . o 9,000 SQ.FT. o /
/ c3` ° / gym.
�o F` Se `�o.� p0 50 \ \ /o° / 18 orn\ / j / i / \ s�,
(62j • ��, \� / �o `t. `>r• \� 9,000 sQ.Fr.
0 q
9,000 SQ.FT.
s
a \ ?\
/
LOA -� 9,000 SQ.FT.
122.0
Lill
Ir
�4_
0 R 200.00/'`
\ 9,000 SQ.FT.
- G>
/ 9,915 SQ.FT. / / 3.90
' 50
� (64�53,50/ �
9,000 SQ.FT.
0.
/ / 13.688 SQ.FT.
(
65, i l Cb\ to I \ N O \ V
" 38 \ 11,357 SQ.FT.
12,022 SQ.FT.' 10,294 SQ10,523 SQ.FT.
/ \ .FT.
s
LA
/ I
rri,/
15' PRESERVED TREE COVERED
AREA. AREA TO REMAIN NATURAL
AND UNDISTURBED (0.31 AC.)
AUBREY BURTON JENKINS, JR
DB 6896, PG 356
ttts�strtts�t�
s
L
:kAv,
'7
LANDSCAPING/TREE COVER/OPEN SPACE CALCULATIONS:
2.5" CALIPER TREES = 200 SF PER TREE
141 TREES PROVIDED = 28,200 SF
TOTAL SITE = 14.93 AC. (650,350.80 SF)
PRESERVED AREA = 1.81 AC. (78,843.60 SF)
PRESERVED AREA DUE TO DRAINAGE & SEWER EASEMENTS = 0.59 AC (25,700 SF)
ACTUAL PRESERVED AREA = 1.22 AC. (53,143.20 SF)
PRESERVED AREA/TOTAL SITE = 8.17% PRESERVED
REQUIRED PERCENTAGE OF PRESERVED AREA = 12.50%
12.50% OF 650,350.80 SF (TOTAL SITE) = 81,293.85 SF
REQUIRED TREE COVERAGE AREA = 81,293.85 SF
28,200 SF OF STREET TREES PROVIDED
53,143.20 SF OF TREE COVER PRESERVED AREA
81,343.20 SF OF TOTAL PRESERVED AREA PROVIDED
12.51% OF SITE IN PRESERVED AREA PROVIDED.
_ _EIP
T N 85' 17'45" JW 345.50ECM
(1� (2\ (3 (^) I (^� I (6\
5/
SCHOOL ACRES I ` / I
SECTION 2
50 15 PRESERVED TREE COVERED
25 50 1 0
BM 1959, PG 352 THE TOWN OF GARNER HAS SPECIAL DEVELOPMENI
AREA. AREA TO REMAIN NATURAL STANDARDS THAT APPLY TO SINGLE FAMILY HOMES
SCALE 1 "= 50 AND UNDISTURBED (0.31 AC.) PLEASE REFER TO SECTION 6.8 OF THE UNIFIED
DEVELOPMENT ORDINANCE.
OWNER/DEVELOPER:
WILCO PROPERTIES
1708 TRAWICK ROAD
SUITE 209
RALEIGH, N.C. 27601
PHONE: [phone]
FAX: [phone]_
OUT am WOOL I
4.1 sun ►IOA-
a, tart wx. I
M1 W:ft rIVOMr'
SITE DATA
- P.I.N. 1711.11-66-5846
1 •
1711.11-66-3534
1711.11-67-4139
- ZONING: R-9
- TOTAL TRACT SIZE = 14.93 ACRES
- NO. LOTS = 47
- AREA IN R/W = 3.14 AC.
2.
- AREA REQUIRED IN OPEN SPACE = 1.49
ACRES (10.00%)
- AREA PROPOSED IN OPEN SPACE = 1.80
ACRES (12.06%)
- AREA IN LOTS = 10.29 ACRES
- AVERAGE LOT SIZE = 0.219 ACRES
- MINIMUM LOT SIZE = 0.207 ACRES
- LINEAR FEET OF STREET = -2,516 L.F.
3.
- TOTAL DENUDED AREA = 14.00 AC (incl.
Spoils Area)
- BOUNDARY INFORMATION FROM A SURVEY
BY THIS OFFICE
- TOPO INFORMATION FROM WAKE COUNTY TOPO MAP.
- SETBACKS:
FRONT:25'
WILL BE APPLIED FOR.,
BACK: 25'
CORNER SIDE: 20'
SIDE: 10'
0 3rz�?a
NOTES:
1 •
TREE PROTECTION FENCING IS REQUIRED PRIOR
TO ISSUANCE OF A BUILDING PERMIT FOR THOSE
LOTS ADJACENT TO THE NEUSE RIVER BUFER.
2.
PROJECT WILL BE RESPONSIBLE FOR A FEE -IN -LIEU
OF PARKLAND DEDICATION IN THE AMOUNT OF
$250.00 PER DWELLING UNIT.
3.
PROPOSED DEVELOPMENT IS CURRENTLY OUTSIDE
TOWN OF GARNER LIMITS. ANNEXATION PETITION
WILL BE APPLIED FOR.,
4.
PLEASE REFER TO PLAN SHEET 5 FOR LANDSCAPING.
'
ALL PROPOSED LANDSCAPING SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE PLANTING
MANUAL FOUND IN APPENDIX E OF THE TOWN OF
GARNER'S LIDO.
5.
FOR STREET YARD PLANTINGS SEE SHEET 5.
6.
APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS
HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE
CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE
TOWN
OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7.
ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO
CONSTRUCTION OF IMPROVEMENTS.
ZONING CONDITIONS:
1. ALL PERMISSIBLE USES SHALL REQUIRE A CONDITIONAL USE PERMIT.
2. THE DVELOPER SHALL COMPLY WITH ALL GREENWAY AND STREET
RIGHT-OF-WAY DEDICATION AS REQUIRED BY THE CENTENNIAL LONG
RANGE PLAN., 2005; THIS INCLUDES CONNECTING JOHNSON STREET
TO THE SITE AS A POSSIBLE ALIGNMENT FOR THE NC 50/BROUGHTON
STREET EXTENSION AS INDICATED ON THE CLRP MAP.
CUP -SB -04-02 SHEET 1
S1 TE PLAN FOR
AVERY PARK PHASE 3
ST. MARY'S TWP. OWNER: WILCO PROPERTIES
HOM ; CIATES WAKE CO. NORTH CAROLINA ZONED R-9
153 ROAD
HLL FS. G . ' C`'�Z7504 DATE 04/15/2004 DRAWN RLM/RIS JOB NO. E04-005
(9 7 ., 08
FAX 609 SCALE 1" = 50' SURVEYED REH DRAWING AP3-SITEc
REVISIONS: 5/25/04 PIN 1711.11-66-5846,1711,11-87-4139
17/12/04 1711.11-66-3534

i
I i
_ w.,_,~...~,..,~ r ~ ~ ~ ~ ~ ~ ~ ~ ~
_..r __-.___._~_.___.v- ~ ! 9 1 A`~~~~ ~ ' , ,
' ..r- ~ TABLE ~ / ~ ~ L_ E ~ I i ' ~ ~i `~ti L}NE LENGTH BEARING D ~ I
J-- 100 YFA~FLO I - I YFA~FLO D ELEV N I 1 ~ „ ~ ~ ~ o f' 1~ L1 4.39 7 46 05 W o Z w t
. .FOR BASIN_3 f jar , . S7 y> ~ BASIN_3 8 l r rli m f
260.00 r , r , , ~ r, ;r MEN ~ , sITE X60.00 - 1 ~ ~r { , , Nq ~
~ ~ ; ~l rf' ~ ~ e N1C ~ /Z I
`',...........r'' ' ter- _ i ~ i , CURTISS DR _ ~ ~ , j~ lj , f
~ ,
"1i', ' ''~~~P 94 L.F. LEVEL SP FADER. ~ ~ _ ; THIS PR01~ IS LOCATED IN A i
~ SPREADER LIP ALONG W ~ ~'.E.MA. 100 FLOOD HAZARD AREA. w oPEN sPACE aREA ~ I ~'a,P,M. P EL N0. 37183C0542 E VICINTY MA Q. ~
~ ONTOUR 262. SEE DETAIL ~ L ~ 20' PRIVATE o,25 ACRES .W-~' QO ' ' NTS ~ ~,5 ...~w
~ iii ~ ~ iii 3. ~ ~ ~ AREA TO BE N E ` DRAINAGE REPLANTED AFTER IPS ' ~ JP I
Z ~ EASEMENT N ct1 ~ ~l ~ i PON CO ~ ~ j - /rr ~Q
0 ~ ~ ~ ~ H ~ 50 ~ ~ ~ ~ ~ ROBERT 1,EW15 CRE ~
~.~n , - ~ I 1 r l PEORIA P: CAE ~ H ~ I
~o N' 2 - ~ ~ j0 UNIUS M PARKER r ~ ~ ~pH \ ~ ~ 'De 2849, PG 95 AXLE / I
ESTATE2 00 2446 Mg{IdP? ~ - ON , 1, r i M ~ f,
r ~ ~ DB 1595, PG 18'~ 2~~ gyp.. O } ~ „ ~ ~ EROSION CONTROL
C. HOMER C EECH ET. AL. ~ ( l ,/r ,f' ~ g i S 2 ~ '1 6 j ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
DB 282 , PG 395 ~ ~ ~ r_.... ._-_.w.._ _ SEE SHEETS 15, 16, AND 17 FOR ; , ' 511. dti 9: ' 5 Q7 NF RMED TO DURING CONSTRUCTION. ` + N / ~6 BE CO 0 I
TABILIZATION MAP AND , ~ ~ . IMPACT & S r - - _ ~ ~ . ,1 ~ 20 PRIWcTE ~ - ~ 'r / 3 ~ ALL DRAINAGE STRUCTURES AND PIPES SHALL CONFORM
OPOSED CHANNEL CROSS-SECTIONS. i ~ ~ AGE ~ PE , , E ~ TO THE STANDARDS AND SPECIFICATIONS OF THE r ~ ~ TOWN OF GARNER. i
225 L.F. LEVEL SPREADER. " ' EASEMENT ~ 51 l l i , PEN SPACE , ,r- - SPREADER LIP ALONG ' 1~ ~ i ~ 0.93 ACR ~ = ~ ~ R~ CL INTX CREEK COMMONS AVENUE co PLACEMENT, LOCATION AND QUANTITY OF EROSION CONTROL
/o CONTOUR 275. SEE DETAIL ; ~ ::.~a~~ ~ , REPIA AFTER ' PROPERTY LINE ~ DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER I 7 IPS ~ CL STA. 21 ?51.79 L-1 ~ CONFORM TO EXISTING FIELD CONDITIONS IF APPROVED BY
SHEET 3. . ,r-- ~ 6 - ' TAL INSPECTOR OF THE TOWN OF GARNER. I 6 / - , ; THE ENVIRONMEN
.F.E. N "0 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR 1 MIN. F \ , ~ ' ~ TO THE START OF CONSTRUCTION.
~ ~ ~ I.I i ~ M I ~ ~ 1 11 I ~ i ~ MI . F.F.. s ~ 4 ~ STA. 21+20 CREEK COMMONS AVE. IFY THE LOCATION AF ALL EXISTING A'. END 2:1 FILL SLOPE FOR CONTRACTOR SHALL VER 5 N UTILITIES ABOVE AND BELOW GROUND) PRIOR TO THE START
EIP N 26 30 00 W ~ I ~ - / ~ ' / ~ ~ ~ ROADWAY IMPR EMENTS ( - _ 2 -P OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE
606.82 % / j ~ ~ 7 69 I / , Y?~RD : q + J RELOCATION OF ANY UTILITY CONFLICTS WITH THE APPROPRIATE , ~ ~ E i . W ~ ~ , ELEANOR P. ST ENS
5/'~ ~ 'p F.F.. 1 ~ ~ LJ ",,,w r ~ ti X ~ ~ t i 1 t0 ~ ~ UTILITY AUTHORITY. 1 \ HOCK STEV NS Q ~ ~ ~ ~ , , TOPOGRAPHIC INFORMATION SHOWN IS FROM A WAKE COUNTY
r' ~ ~ ~ ~ ~ , /SQL DB 160~J, PG 142 ~ 00 ~ ~ ~ TOPO MAP, AND NEEDS TO ~ FEED VERYFlED. r 2 ` ~ ~ BM 1976, P/~ 243,
, ~ ? 2~``~/. / ~ . F.F.E. ~ . F MI .F.E. _ - EIP ~ ~ ~ N 1 1 r ~0 , ~ I _
~ , ; , ~q+ H/ R ~ PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
~ ~ ~ y ~ Y '/'`Y ~ ~ '73.65 ~P ~ , FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION ~ 1t, ~ I
EX. 2 CP W/FES ~ , ~ N ~/r- 5 Q ~ 1 I ~ STABILIZE 2:1 FILL SLOPE WITH MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC ~ ' ~ PERMANENT EROSION CONTROL MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO
I .OUT=269.20 ~ ~ ~ ~ ~ ~ ~ qP 'y, , _ ~ , 6 t'~ s: , Q j I MATTING C350 BY NORTH AMERICAN FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL _ , ,i ~ IAL
EX. 60 RCP W/FES ° ' ~ / 5 0 ~ ~ r 2 t INV. OUT=267.86 ~ \ ~ do :p~0 0 o`` i' + 13. _ SiREE? 4 ~ GREEN. EXTEND MATTING TO SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER s(R~ t ~ NEUSE RIVER BUFFER/SILT FENCE, CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATER '
~ / ~ ~ !c - i , ~ ~ 2 425 SQ.FT. SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. i
.~TpF ~ 41 i FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12 G MI. usE ~ 6 ~ ~ ~ ~ I OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE j
EX. DR. ESMNT, N 84'41r00'~W= °°~c°°~4 / ~ ,b ~ / NSA ~o,o~. - 0 ~ ~ ~ - ~ ~ ! HAZEL PIERCE COOK COMPACTED TO A DENSITY OF 1009 MAXIMUM STANDARC 8 ~ ~ ~ ! ~ I JAMES R. COOK PROCTOR DRY DENSITY AS DETERMINED BY AASHTO n1ETHOD
- - INT ~'v ~ $ B ~ ~ ~ ~ FOR THAT PORTION OF FILL UNDER ROADWAYS AND ,i ~ ~ , 1 DB 1854, PG 437 T99.
15 OD ~ / M EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF I ` ~ ~ ~ BM 1976, PG 243
qri ~ . v ~ ~ i : ~ i 46 xt 00 o i ~ _.i ~r i 11+00 - N 4'381N ' ~ - , , CURB, COMPACT TO A DENSITY OF NO LESS THAN 959 > I ` OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
S~_ ~ S` - t0 ~ ~ ~ ~ \ ~ rn ~ I ~ i . ~ ~ ~ ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL I ~ 145 F F OPEN SPACE SHALL BE PLACED IN LIFTS OF 8 OR LESS OF
• ~ - ~ ; YARD . t 2 X. S I N SE RIVER BUFFER UNCOMPACTED SOIL. I
11'~~ I C ' H - \ \ , 0 N IN MP ~A ~ ~ t` - - _ MH 1 ~ ~ N T P RT ,OF LOTS OTHER FILL MATERIAL SHALL BE COMPACTED TO A
_ - - - 1 _ 2 ~ IN OPEN DENSITY OF NO LESS THAN 909 OF THE MAXIMUM ,NO IN LURED NSITY AS DETERMINED
~ r' ~ ~ ~ ~ , I ~ ~ ~ P CE AL~ULATIONS STANDARD PROCTOR DRY DE I ~ 2 f ` BY AASHTO METHOD T99, BACKFILL MATERIAL SHALL ~ ~ ~ ~ ~ ~ EIP IN LIFTS OF 12" OR LESS OF UNCOMPACTED
o ~ . ~ - i I i- 12 ~ 1 J BE PLACED N i' ~ SOIL.
o +.--PRESERVED ~REE ~ o - ~ ~ ~ ~ co~~R~ AREA o , ~ O ~ ~ - _ ~ ; ~ T . ~ ~ I I
_ , ~ _ ~ + `~$I I w ~ i rvorE.
I ~ i I AREA.-T6- N'~ N ~ , P LS AR " . i J r 'O
~ (P NATURAL ~ ~ E : ~ _ ~ ~ 0.2 ACR ~ , i ~ \ ~ ~ ~ ; ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND ~ , N ~ / ~ SPECIFICATIONS OF THE TOWN OF GARNER WHERE APPLICABLE I I s, I I ~ I 0 1
. / + _ 8 _ , 1 ~ ~ . I l ~ ~ I ~ I THE C1TY OF RALEIGH I - ~ ~ 1 ~ a ~ , ~ ~ , ~ ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO
( . 1 I w ~t' ' ~ ~ ` /i ~ STANDARDS AND SPECIFICATIONS. ~ ` ~
p , - , ~ ~ , ~ CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
_ , ~ _ 14 ~ ~ 22 23 ~ ~ CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL
' ~ - ~ ~ 1 ' ` ~ EXISTING UTILITIES PR10R TO CONSTRUCTION AND COORDINATE 1F NECESSARY
- ~ ~3p s, THE RELOCATION OF ANY UTILITIES W1TH THE APPROPRIATE UTILITY AUTHORITY. i
' / _ , . ~ ~ , ; a I ~ I ~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO
X . 15 a ti ~ ~ , ` COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL BE APPLIED FOR i AND OBTAINED FROM WAKE CDUNr I
, - ~ . Fg 4
~ ~ , ~ IPS CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND THE CITY OF I RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING Z
i ~ ~ ~ ~ 1 T10N SHALL BE AS PER ~ . , 1 ~ CONSTRUCTION. ALL WATER AND SEWER CONSTRUC
( \ ~ N I \ e G ~ ~ ~ / 0 i" o ~ ~ I ~ ~ ~ ~ ~ C1TY OF RALEIGH STANDARDS AND SPECIFICATIONS. f i- ~ i~ 3 X, 4' ~
~ ~ I ~ . s. , 1 ~ '1 ~ v. ~ ~ ~ ~ E SSE ~ ~ / PN.
/ y ~ a, a ~ i ~ ~ ESMNt' x~ / I,
~ / ~ - ~4 r
I \ V _ ~ i ~ I ` R M WAKE COUNTY. ~ I ~ 1. OBTAIN GRADING PERMIT F 0 ~ ~ I 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FORA ~
Z ~ / \ t1. ~ \ ~ A ~ ~ ~ ~ ~ PRE-CONSTRUCTION MEETING. h /~-1 ~ 32 UTILITIES ECT.
~ \ ti • ~ I 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, ) ~ 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED. I
~ ~ l ~ ~ ~ 5 I titi ~ O ' ~ , ~ ~ ` - ~ ~ ~ e~ 1 ` ~ CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A ~ Q ~ ~ ~I
~ ~ ~ ~ I li CERTIFICATE OF COMPLIANCE. I 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION.
i ~ ~ I ! ~ 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, i
% ~ ~ DIVER510N DITCHES, CHECK DAM, ECT.) I 3 ' 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION,
~ ~ ~ 1 ~ / ~ ! ~ ~ / ' NEEDED. / , ~ / / / B. INSTALL GRAVEL DONUTS AS
/ ~ ~ 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION, SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION.
i ~ ~ --.,,1 ~ ~ ~ / ' ~ I _ ~ ~ ~ / / '
~ 1 ~ , 9~ S, ~ ~ 18 I SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION ANO i 0 i ~ ~ ~ ~ DETAILS ON EROSION CONTROL DEVICES SEEDING SCHEDULE, r i / i ~
- ~62~ \ 9 _ ~ S®BED PREPARATION AND ADDTIONAL CONS'TRUCtiON 34
~ ; / TE: SEQUENCE INFORMATION. S JR. NO ~ J BR B TOW JE l
~ _ ' - 1 ` ~ ~ 1 ~ ~ 43 ~x r / WHEN BACKFlLLING UNDER A UTILITY LINE, ~ / DB, 89~, PG 56 MAT IAL SHALL BE USED. / / PLOWABLE ER
/ i / l- ,
_ 1 ~ ' ~ i ~ NOTES, .
' / THAT THE APPROPRIATE APPROVALS
~ / 1. APPLICABLE DOCUMENTATION M DATE ' j % rl HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOM 0 G
% i ~ f SUBMII'fED TO THE TOWN - ~ i ! ~ ~ / I CREEK COMMONS AVENUE MUST BE
/ ~ ~ ~ i ~ / ~ t OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL / / ~ ~ ~ ~ ~ .
- / 42 ~ 1 SLOPE STABILIZATION REQUIREMENTS: J ~ 2. A MAINTENANCE PLAN WILL BE DEVELOPED FOR ALL BEST
~ _ ` ~ , _ % r ~ 3:1 AND FLATTER GRASS \ / ~ i MANAGEMENT PRACTICES BMP s INSTALLED TO ACHIEVE j" r r ~ ~ % NITROGEN LOADING AND/ R FL W ATTENUATING REQUIREMENTS ,
- AND VINES k i I ~ ~ 3,1 TO 2:1 SHRUBS ~ (641 I i AS PART OF THIS PROJECT INCLUDING LEVEL SPEADERS,
2,1 TO 1.5:1 RIP-RAP ~ ~ ~ I i' , ~ / i` , ~ . ~ ,
STEEPER THAN 1.5:1 RETAINING WALL ' ~ ~ I ~ ~ ~ ~ , " SITE DATA
~ ~ ~ ~ t, / I X41 i ~ ~ O / 1 ! ~ LEGEND ~ ~ ~ • ' f/ ~ ! / - P.LN. 1711.11-66-5846
NOTE; ~ ~ i p~ PLACE DURING /1 ~ r ~ / ~ ~ 11.11-66-3534 r g ; ! ENERGY DISSIPATOR 17 R.
SEDIMENT BASINS ARE TO REMAIN IN 1 N , ,,i ~ I 37 OJECT. ~ I, THE HOME CONSTRUCTION PHASE OF THE PR / ~ ~ N ! 1711.11-67-4139 OWNER/DEVELOPE ~ GRAVEL DONUT ! WILCO PROPERTIES
OF A (65 i~ ~ 1 ~ THEY CAN ONLY BE REMOVED WITH APPROVAL ~ ~ i ~ 40 l ~ PROTECTION _ ~ ~ r ZONING: R-9 1708 TRAWICK ROAD , r _ jr
t ~ ~ ~ MENTAL ENGINEER, , ~ 38 / j' WAKE COUNTY ENVIRON ~ ,i g , ' / SEDIMENT BASIN -TOTAL TRACT SIZE - 14.93 ACRES SUITE 209 ~ - - 47 ~ , ~ N0. LOTS -
i ~i / ~ ~ / i -AREA IN R W = 3,14 AC. RALEIGH, N.C. 27601 / ~ CURB INLET / 919 250-6000 PHONE.
_ NOTE: i ~ i ~ / Q / ~ ; 1 ~ f ~ -AREA REQUIRED IN OPEN SPACE = 1.49 ACRES ( J ~ _ _ FAX; [phone] $HE~ 2
CUSTOM SEDIMENT BASINS TO HAVE A 10 TEMPORARY ~ i ~ ` ~ ~ - " ; /,i ~ i ~ ~ i ~ ~ ~ FLOW DIRECTION -AREA IN OPEN SPACE - 1.80 ACRES - -Q4 OZ ~ CUP SB
EMENT. ~ ` ~ ~ ~ ~ ~ SEDIMENT & CONSTRUCTION EAS , ~ ~ ~ i , i ~ f, ' (66 ~ ~ ~ i / ~ r' -AREA IN LOTS = 10.29 ACRES ~ -X SILT FENCE - - 1 ACRES
~ ~ - TR PROTECTION FENCE AVERAGE LOT SIZE - 0.2 9 ~ 1, ~ EE -MINIMUM LOT SIZE = 0.207 ACRES
N PLACEMENT OF DRAINAGE ' 1 ; t-,--~L~ , , , ~ ~ ~ ~ ~ ~ ~ , , ~ ~ ' ~ ~,i ~ LOCATION, QUANTITY, A D ~ ~ I SMAYUARY ti ~ r- ~ ~ V ~ ~ , r L.S. LEVEL SPREADER -LINEAR FEET OF STREET = X2,5 ~ 6 L.F.
PIPES AND EROSION CONTROL DEI~ICE ; I I / ~ ~ ' ~ , t EIP ~ '/.~i i % i r ~ ~ ' n I ~ ~ ~ -TOTAL DENUDED AREA ~ X14.00 AC (incl. Spolle Aroa)
TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~ j _ _ - , ~i , / E i N $5 ~5 ~V , 3~ • ; ~ . ~ ~ TEMPORARY DIVERSION ~ ' _W_ BASIN -BOUNDARY INFORMATION FROM A SURVEY BY THIS OFFICE ~ ~ i ~ INTO SEDIMENT
I ~ ~ ~ l j ( ~ i----~ , I ~ _ ~ i / ~ 1 ~ ~ . 1 r.-~ ~ - TOPO INFORMATION FROM WAKE COUNTY TOPO MAP. ~ i ST. MARY'S TWP. OWNER; WILCO PROPERTIES
1 I ~ _ cFrRer.KS•
vFRONT:25 THOMr-105T- A` M CIATESWAKE CO. NORTH CAROLINA ZONED R-9
S OOL CRS BACK: 25
SECTI 2 i BM 1959, i PG; 35 ; 153 L #2IN ROAD _ ' ! Q CORNER SIDE: 20 HOLL='S G DATE 04/15/2004 DRAWN RIS JOB NO. E04 005 7504
1 50 25 50 1 0 I ~ 15' PRESERVED TREE RE Q / f SIDE: 10 (9 7 ' r 1 FAX 609 SCALE 1 = 50 SURVEYED REH DRAWINg. AP3-maeegrade
f AREA. /AREA TO RD" NNATURAL *'O~
NDISTURBED (.31 A i SCALE 1 50 AND U 5/21/04, 7/12/04 PIN REVISIONS 1711.11-ee-3534
~ , f i

_ ,
I
I " ORRUGATED 4 C WIRE MESH
ELEASE POINTS PERFORATED PVC AT TROMWATER R
NAGEM RAlNAGE SCHEDULE STORMWATER MA StORM D NAGEMENT FORS MA 1:10 SLOPE
TYP SIZE ENGTH INV. IN INV. OUT SLOPE D.A. Q10 V10 FOR THE 1 YF4R ST01 ~ PIPE E L ENT US1NG THE YF4R STORM EV
A RCP 24 "44' 275.70 275.40 0.68% 4.89 ac. 17.33 cfs 6.47 fps NAL tifETHOD: Q RATIO " 1 1 =CxIxA TROD. Q . , 1 1
B RCP 18 "105 276.40 275.80 0.57% 1.39 ac. o_
it RCP 15" "24' 276.80 276.50 1.25% 0.16 ac. 2 3 1 5 6 7 ~ , 3 4 :t,
D RCP 15" "27' 276.70 276.50 0.74% 1.15 ac. „ RELEASE POINT DRAINAGE R FLOW Q Q FLOW TO BE MAX. ALLOWABLE O,~,t ~ ` RAINAGE RUN-OFF INTENSITY t~„t t~o~t
• E RCP 15 "67 277.60 276.80 1.19% 0.75 ac, PIPE # AREA (AC.) CO T IN HR CFS DETAINED (CFS) OUTFLOW (CFS) 3EA AC. COEFFICIEN ) ( ) ED ( ) WASH
F RCP 24" "27' 278.00 275.80 8.15% 3.37 ac. " A 2.73 .70 1 ~ '~;k; 4.4s s.7o - 6 NE FILL 2.73 0.55 STO
G RCP 24 "42 281.10 278.20 8.33% 3.25 ac. I 7.23 ; 0.58 4.18 14,59 7.36 ~ AREA
" M 6. I H RCP 15 "28 283.70 281.90 6.43% 0,36 ac. 6.02 '4' \ ;
" 4% 0,18 ac. 13.93 CFS TOTAL 21.29 CFS 7.36 CFS ~ 'il. I,,fl.. GROU , ,
RCP 15 N52 286.00 283.90 4.0
R p 18" N108' 289.00 281.90 8.70 2,48 ac. J C n n - / ~
K RCP 15" "29' 290.20 289.20 3.45% 0.40 ac. 8X8
L RCP 15" "98' 296.00 289.20 6.94% 1.14 ac. , VOID i-, ,
' M RCP 30" "34' 266.20 266.00 0.59% 6.02 ac. 20,92 cfs 6.62 fps , , TYP. TOP OF BERM , , - -
" " 7 .60 266.30 7.08% 3.17 ac. N RCP 24 89 2 2 SS 1 RIPRAP ~ ` ELEV. 266.50 ClA
0 RCP 15" "175' 279.20 272.80 3.66% 0.17 ac. Width = 3.00 ACROSS LENGTH do ' . GROUT CLASS 1 RIPRAP
P RCP 24" "27' 274.20 272.80 5.19% 2.87 ac. " ~ OUTLET PIPE M \ ~ PIPE M ~ ~ ^ ,;1,'~
9CP 18 "95 298.70 274.40 1,37y 2.58 ac. ELEV. 266.00 0 ,i 266.00 r _
R RCP 15" "16' 276.50 275.90 3.75% 2.12 ac. J MERGENCY SPILLWAY 1 ' E ~ 48 OF 12
" " 7 .50 276.70 3.64% 1.69 ac. S RCP 15 22 2 7 • . _ ~ ~ Len th - 10.00 _ PVC PIPE gg = 65.50 ~
T RCP 15" "18' 277.90 277.70 1.11 % 1.26 oc. ELEV. 2 ;
R P 24" "29' 266.50 266.30 0.69% 2.77 ac. U C ELEv = 63.00 ~ ~ ELEV. 2 z , °26~~0 ~ t~; ,6t . . ,
RCP 18" "51 ~ 271.70 266.60 10.0% 2.51 ac. V
W RCP 18" "24' 272,40 271.90 2.08% 234 ac. ELEV. = 262.00 32~ OF 12 PVC PIPE ,I~. 4" CORRUGATED
X RCP 18" "116' 276.40 272,50 3.53% 2.08 ac. CHARGE FROM PIPE M = 14.59 CFS ~M ols ~ PERFORATED PVC AT
" " 278.80 276.50 3.77% 1,96 ac. 1 YEAR STORM DISCHARGE f Y RCP 18 61 „ ~ MAXIMUM WATER ELEVATION TER ELEVATION = 265.10 TYP. , ~><9 ~ ) LOPE LEASE RATE 7.20 1.10 $
Z RCP 18 "66 284.00 279.00 7.58% 1.83 ac. MAxIMUM RELEASE RATE _ - TION NTS
Al RCP 15" "24' 285.00 284.20 3.33% 0.15 ac. N POND CROSS SEC ( ) DETENTIO ~~f
81 RCP 15" "124' 291.00 284.20 5.48% 1.34 ac. JEQUENCE FOR TEMP. SEDIMENT 91LSINS ~2 Jk
RCP "100' 294.50 291.20 3.30% 0.90 ac. «NJSTRUC'110N SEpUENCE FOR T C1 15 ,J'~'' -DETENTION POND: ,
" " 4' 295.00 294.70 1.25% 0.45 ac. ~ ~ D1 RCP 15 2 BASIN AND FUTURE DETENTION POND TO EXCAVATE FOR SEDIMENT HEFT 2 .
E1 RCP 15" "78' 294.30 291.20 3.97% 0.18 aC. 1. CONTRACTOR TO EXCAVATE F I AS SHOWN ON EROSION CON iN EROSION CONTROL do GRADING PUN (S ) AI SHEET 11 FOR
I 2. INSTALL CUSTOM BASIN WITH I NERGY DISSIPATOR SCHEDULE E TEMPORARY BASIN DETAIL. Mr TOM BASIN WITH BAFFLES. SEE STANDARD DET L 3ASIN DETAIL. MAINTAIN sEDIMENT eASIN THROUGHOUT coNSTRUCnoN. GEOTEXTILE FABRIC OVER STONE .
I a D50 STONE MIN. LINING 3. ONCE SITE HAS BEEN BUILT iA5 BEEN BUILT AND STABILIZED, CONTRACTOR TO REMOVE THE
DISSIPATOR OUTLET V10 W BAFFLES AND ANY ACCUMULJ FPS FT. SIZE IN. THICK. IN. ROM THE BASINS. _ I ANY ACCUMULATED SEDIMENT F _ _ ARREL PIPE ~--I I~, 1 " 'r';'.
4. INSTALL DISSIPATOR AND 12~ iIPATOR AND 12 PVC s _ , ~ 2 -3 EARTH S HEET 3 FOR POND CROSS SECTION. '-'_~I _ - LEASE RATE. SEE ~ I._,_ J I
" 6 18 CLASS '9' STONE (LIGHT) FOR MIN. RELEASE RATE. SEI D1 A (24) 6.47 12 6 BACKFlLL OVER PIPE TO ESL ND. ER PIPE TO ESTABLISH DRY-DETENTION PO _
„ 8 6 18 CLASS 'B' STONE (LIGHT) D2 M 30 6.62 15 5. SEED ANO MULCH DRY-DETE ( ) 11 ABLISH PERMANENT GROUND I -1 ~ - - IULCH DRY-DETENTION POND TO EST I
„ 3 12 CLASS A STONE (FINE) covER. D3 F (12) 3.47 4 3 - _I I:-- ASHED STONE
_ ~ \
ROSION CONTROL USE SPECIFIED STONE FOR E AIL SHOWN ON GEOTEX' GEOTEXTILE FABRIC ~
PLACE DISSIPATOR AS PER DET I N CONTROL DETAIL SHEET 11 WITH REQUIRED UNDERLINER EROS 0 TOP OF BASIN ~
ELEV. 263 ~ ; . I I ,
12 PVC N I -I I _"I INLET EL ~ -r ~ I
SIN SCHEDULE USTOM SEDIMENT BA . C i~~t~
/ ~ ~ t - ~
i TH EFFECTIVE IMENT DRAINAGE WEIR LENGTH LENGTH WIDTH DEP _ I SED STORAGE CF ~ ' I ~ GATED ~ OUT_ LET EL I 4 CORRU
BASIN N0. AREA AC. FT. FT. 261.90 ~ ~ I ~ ~ ~ ~ PERFORATED PVC ,
- 9 384 1 3.68 12 69 34 5 , I 4 a , . ~ ~ 4 ~ ~
i 2 8.75 14 125 33 5 161 I
4" ONCRETE C
T M BASINS. BASINS TO BE CUS 0 PLACE WASHED 4'x4' WASHED ~G• 11 11 f l
CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED p g STONE AROUN T ASINS AFTER EACH RAINFALL EVENT I INS EC N 8x8 VOID EACH ,b- AROU D
'I DEPTH INCLUDES 1 FOOT FREE BOARD 80X 4' FROM IPE FACE EXCEPT P FROM
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED EACH SIDE AT A A COVER SIDE FACE SIDE AT
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO WITH WIRE MESH OR
N ITE DEPTH OF 12" I LEAVING THE CONSTRUCTIO S OF 12 HARDWARE CLOTH.
FOR DETAIL SEE EROSION CONTROL DETAIL SHEET 11
NTS - ENTIDN POND DRY DET
1
{ RB INLET SCHEDULE CU
' 113 STA. 20+11 16' LT. CREEK COMMONS AVE. C1~25 STA. 20+50 14.5' LT. MUIRFIELD RIDGE DR. CI{~1 STA. 1J+62 16 LT. CREEK COMMONS AVE. C~ CL ELEV. = 283.53
I CL ELEV. ¦ 283.91 CL ELEV. ¦ 271.90 I T.B.O.C. 283.74 r,B.O.C, • 284,12 T.B.O.C. ="272.08 INV, IN 18" RCP ¦ 279.00
I. INV. IN 1e" RCP do 24" RCP) ¦ 275.80 INV. IN 24 RCP (2) = 266.30 INV. OUT 18" RCP ¦ 278.80 a ( INV. OUT 30" RCP 266.20 FLOW
INV. OUT 24 RCP 275.70
' N AVE. CI 14 STA. 19+78 16' LT. CREEK COMMONS AVE. CI#26 STA. 19+73 14.5' LT. MUIRFIELD RIDGE DR. CI~J2 STA. 12+58 18 LT. CREEK COMMO S iq CL ELEV. = 288.89 ~,~0• DRAIN PIPE ;zr:
CL ELEV. ¦ 280.91 CL ELEV. 278.64 T,B.O.C, ¦ 289.10 ~ ~ _ .82 T~CnTC~ ~~111 T.A n.r. • QR1.OQ T.e.a.c. 278 ul ul I, r ~ •n,
INv. ,N ID nUl' s Iu nl.l ~ . ' I INV. UUI Itl" FiUF' ~ Ltl4.UU UULILU IU a"•1 INv, ouT4 1e" RCP ¦ 276.40 INv. OUT 24" RCP = 272,60 TREATED 4x4
' 115 STA. 18+00 16' LT. CREEK COMMONS AVE. CI~27 STA, 19+73 14.5' RT. MUIRFIELD RIDGE DR. g, DISSIPATOR
CI~3 STA. 12+30 16 LT. CREEK COMMONS AVE. C ~ CL ELEV. = 288.89 ~ ~ ~ " - ~ - ~ CL ELEV. = 283.61 12 _ ~ ' Cl ELEV. 281.09 T.B.O.C. = 263.79 T.B.O,C, = 269.10 DEPT i ll;+-~ ' ' ~
fa ~ 24 r.B.O.C. • 281.27 I' 6•.~ - Fi l'_ MIN. 0
= INV. OUT 15" RCP 279.20 INV. OUT 15" RCP = 285.00 ;I INV. OUT 1 S RCP) 276.80 8:1
116 STA. 19+78 16' RT. CREEK COMMONS AVE. CI{~28 STA. 18+46 14.5 LT. MUIRFIELD RIDGE DR. a. I CI~4 STA. 12+58 16' RT. CREEK COMMONS AVE. C ~ CL ELEV. = 295.89
CL ELEV, 278.64 CL ELEV. ¦ 280.91 T.B,O,C. = 278.82 T.B,O.C, = 293.10 r ~t ~ 0
¦ 1.09 P = 291.20 T.BA,C. 28 INV, IN 18" RCP = 274.40 INV. IN 15 RC (2) INV. IN 15 RCP) = 276.80 " INV. OUT 15 RCP = 291.00 S S
( INV. OUT 24 RCP = 274.20 INV. OUT 15 RCP ¦ 276,70 TREATED 2x10 LIP
TA. 18+80 16' RT. CREEK COMMONS AVE. CI~29 STA, 17+42 14.5' LT. MUIRFIELD RIDGE DR. CI}~5 STA, 11+78 16 RT. CREEK COMMONS AVE. CI~17 S CL ELEV. = 299.52 4' 6 W 4x4 ®6' O,C.
CL ELEV. • 282.37 CL ELEV._ 280.77 T.B.O.C. = 299.73
T.BA.C. ¦ 282,55 T.B.O.C. -"280.95 INV. IN 15" RCP = 294.70 INV. IN 15 RCP = 275.90 INV. OUT 15" RCP = 294.50 NATURAL GROUND
• .sa INv. our 1e RcP = 275.70 TYPICAL SECTION OF LEVEL SPREADER INV, OUT 15 RCP 277 LENGTH VARIES
' A, 18+64 16' RT. CREEK COMMONS AVE. CI~30 STA. 17+42 14.5' RT. MUIRFIELD RIDGE DR.
CI~B STA. 13+62 i6 RT. CREEK COMMONS AVE. CI~18 ST CL ELEV. = 299.52 CL ELEV. ¦ 283,94 CL ELEV. = 281.06 T.B.O.C, = 299.73 CONSTRUCT THE LEVEL LIP ON UNDISURBED SOIL TO PLAN PLAN VIEW OF LEVEL SPREADER
T.B.O.C. 284.12 T.B,O.C. ="281.74 " 7 70 UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH INV. IN (14 RCP 278.20 INV, IN 15 RCP 2 6. INV. OUT 15" RCP = 295.00 OF THE SPREADER. SPREADERS TO BE CONSTRUCTED ~,~ti,~tio,nr,,,~
INV. OUT 24" R P ¦ 278.00 INV. OUT 15 RCP ¦ 276.50 AFTER SILT BASINS ARE REMOVED AND DITCH LINES CRRO~''~,, ~ 0.~ r~ y ,
MMONS AVE. CI 31 STA. 10+58 15' LT. CONSTRATA COURT ARE STABLE. LEVEL SPREADER AND 20 DRAINAGE 14.5' RT. MUIRFIELD RIDGE DR. CI~19 STA. 18+48 16' RT. CREEK CO # _ EMENT TO BE OUTSIDE NEUSE RIVER BUFFER AREA. CI~7 STA. 10+42 CL ELEV. - 298.82 E~
Cl ELEV. ¦ 287.06 CL ELEV._ 281.49 T.B.O.C, = 299.00 LEVEL SPREADER LIP TO BE CONSTRUCTED OUT OF p ~ r ~ / 1 ~
r.B.O.C. ¦ 287.27 T.B.O.C. -"281.87 „ = TREATED 2x10'S PLACED HORIZONTALLY ALONG THE ENTIRE LIP AT INV. IN 15" RCP do 18 RCP = 281.90 INV. IN 15 RCP 277.70 INV, OUT 15" RCP = 294.30 OR SLOPE. 2x10' TO BE HELD IN PLACE WITH 4x4 POST ~ 6 o.c. PROPOSED LEI RELEASE POINTS b : SE ` t s 1POSED LEVEL SPREADERS FOR
INV, OUT 24" RCP ¦ 281.70 INV. OUT 15 RCP = 277.50 POSTS TO BE BURRIED AT LEAST 24 INCHES. ~ ~ 19133 ' t
+ 16' RT. CREEK COMMONS AVE. BACKFILL AGAINST 2x10'S TO FORM LEVEL SPREADER. RELEASE PIPE ,A, SPR DER LENGTH , ,r~,;'4M ASE PIPE D ,,hrrNt
CI~B STti 10+57 14.5 LT. MUIRFIELD RIDGE DR. CI~20 STA. 18 30 CL ELEV. ¦ 287.51 CL ELEV. = 282.14 225 Lf. L.S. 1 ~A yG.:'•••••••'' A 4,89 a.c. 17.33 cfs A .fC
T.B.O,C. = 282.32 A 4 T.B.O.C. ¦"287.12 P ¦ 283.90 M E INV. IN 15 RC 70 INV. OUT 15" RCP ¦ 277.90 a.c. 7.23 cfs 94 Lf. L.S. 2 ~ M 6.02
INV. OUT 15 RCP 283 POST- ~ ~ V
' T. CREEK COMMONS AVE. CI{~21 STA. 20+81 16' RT. CREEK COMMONS AVE. LEVEL SPREADER Ci~9 STA. 14+52 16 L .SPREADER #1 LENGTH IS BASED ON THE
CL ELEV. ¦ 290.01 CL ELEV. = 270.90 DEVELOPMENT Q 1( LOPMENT Q10 DISCHARGE AT THE RELEASE POINTS. EVEL SPREADER FOR EVERY 1 CFS FLOW). 3
r.e.o.c. ¦ 290.1 s r.e.o.c. ="271.08 (13 FEET OF LEVE INV. IN 18 RCP 266.60 • EET OF L SHEE? ADERS MUST BE LEVEL AND IN A 20 PRIVATE _SB_04_02 CUP
" INv. OUT 2a" RCP = 266.50 SPREADERS MUST INV, OUT 15 RCP 286.00 DRAINAGE EASEME! JAGE EASEMENT, MAX. LENGTH TO BE 300 L.F.
CI~10 STA. 11+50 14.5' RT. MUIRFIELD RIDGE DR. CI{~22 STA, 22+42 14.5' RT. MUIRFELD RIDGE DR. RATIONAL METHOD INAL METHOD (O=CxIxA) WAS USED FOR CALCULATING R LOPER: ' ILES FD WNER DEVE EDV
CL ELEV. 294.08 CL ELEV. = 276.33 4 THE DISCHARGE F T.B.O.C. ¦"294.29 T.B.O.C. "276.5 ENT. 0 / E St• H Y R STORM EV AlNAG F R THE 10 EA RY DR DISCHARGE o ELlMINA PR WILCO PROPERTIES
INV. IN 15 RCP (2) = 289.20 INV. IN 1 B RCP = 271.90 INV, OUT 18" RCP ¦ 289.00 INV. OUT 18" RCP = 271.70 1708 TRAWICK ROAD
LEVEL SPREADER _ SPREADER 1 LENGTH IS BASED ON THE # SUITE 209 vIUM RELEASE RATE DISCHARGE. RALEIGH, N.C. 27601
CI 11 STA. 11+50 14.5' LT. MUIRFIELD RIDGE DR. C1~23 STA. 22+42 14.5' LT. MUIRFIELD RIDGE DR. MAXIMUM RELEASE ~ ¦ CL ELEV. = 276.33 CL ELEV. 294,oe (13 FEET OF LEVI READER FOR EVERY 1 CFS FLOW). 0 MARY's Twp, OWNER: WILCO PROPERTIES . FEET OF LEVEL SP PHONE: [phone]T.
T.B.O.C. ¦ 294.29 T,B.O.C. = 276.54 INv. IN 1s" RCP = 272.so SPREADERS MUST ADERS MUST BE LEVEL AND IN A 20 PRIVATE FAX: '919 250-6010 R_g ~ ) RTH CAROLINA ZONED
INv. OUT 15" RCP ¦ 290.20 INv. our te" RCP = 272.aD DRAINAGE EASEME JAGE EASEMENT, MAX. LENGTH TO BE 300 L.F. TROMPS N ' ' CIATES wAKE co. ND
LEI/EL SPREADER NTS nATIAAIAI 11~TI.1(1f1 \AIAI urrunn ~n_c,<IYAI wAS USED FOR CALCULATING - , ,s, „~r~,~s!~~''1ni~3'''~1ROAD f1SA,tl~, olc dOB N0. E04-DOS
CI#12 STA. 12+50 14.5' RT. MUIRFIELD RIDGE DR. CI#24 STA. 22+21 14.5' LT. MUIRFIELD RIDGE DR. Rrli wi F ilmmL. im-i vv v
CL ELEV. 301.89 CL ELEV. = 280.35 THE DISCHARGE T.B.O.C. ¦ 302.10 T.B.O.C. ¦ 280,56 DISCHARGE FOR THE 1 YEAR STORM EVENT. THE TOWN OF GARNER HAS SPECIAL DEVEL HOLLY,'SPRt.." PVC 7504 DATE 04/1 STANDARDS THAT APPLY TO SINGLE FAMILY HOMES; (s a . 7 Nid oa „ a suavEVEO aEH DRAWING. APJ-ECPc
INV. IN 18" RCP ¦ 276.50 UNIFIED FAX gt1 b609 SCALE 1 50 PLEASE REFER TO SECTION 6.8 OF THE 4 = _4130.
INV. OUT 15" RCP 296.00 INV. OUT 18" RCP - 276.40 NT ORDINANCE. 5 21/0 4, 7 2 o PIN iiiii-ee- DMLOPME REVISIONS

~,r;,i,
1~
s';~ I L NE TABLE ,
, LINE LENGTH BEARING
!r-. ,~,1_ , ~ ~ L1 4,39 S7T46 OS"W D ~
~~kp~ i .~j
~,u oz w~~ M ~
~~r" J Fcy ~ SIT gN1C
~i~`~ (0 i.- ~ '~~ui J . ~ roP @~ ~ q~ 0
~ , 0P~ ~ OF g CURTISS DR „ BAN OF BANK . ~ 70
of roP~ qNK . ~ EX. OF @~ , )P OF " ~ TOPS ~ BANk ' . „
~ pQ ANK G7 ~ ~ SS MH ~ , 50
, ± S N EX, EX, 18" SANITARY
~ / / SEWER EX,
'w~; ; W II II ~ II II ~ , ~ ~ VI~INTY M~f~
. to . ~ r-r- x)11 NTS o ~ II ROBERT LEWIS CREECH ~
_ 4. N ~ PEORIA P. CREECH JP - ~ II II - II ~ It DB 2849, PG 695 / Q~
~l Z ~ ~ II II ~ / 5 ~IIII~I I u II / 50
N
C, HOMER CREECH ET. AL SEX, ~ L:
• DB 2826, PG 395 SS MIS,! AIN~~~EMEN !
p ~0 ~ I
/ .s ~ / I '
51 . ~ aT~ • OPEN SPACE AREA " Q / 0,25 ACRES ~ / NQTE'
~ "E / ~ 6 G AREA TO BE / ~ n REPUNTED AFTER (n / ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
~ 5~ ~ 3~ ~ S POND CONSTRUCTION ~ / AT SPECIFICATIONS OF THE TOWN OF GARNER WNERE APPLICABLE. i o~ G E VALVE FOR 8 WATER LINE
~ N j`;,- / ~P i ~REE~ 6 TO BE WITHIN PAVEMENT. BLOW OFF ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH
, ~ 5P ~ 5 ASSEMBLY TO BE OUTSIDE PAVEMENT, STANDARDS AND SPECIFICATIONS. 5 ~ BLOCK AND ROD VALVE dt BLOW OFF
~ ~ ; ~ ~ 4 AS REQUIRED. ALL PLACEMENT, CONTRACTOR SHALL VERIFY EXISTING CON011TONS PRIOR TO CONSTRUC110N.
,t y / . V7 LOCATION AND MATERIALS AS PER THE
f 3 ~ CITY OF RALEIGH STDS. do SPECS. CONTRACTOR SHALL ~ER1FY THE LOCATION (ABOVE AND BELOW GROUND OF ALCi ,k; EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE !F NEC SARY
~ Y~~y.1 Y ' 2 IC ~ ~ r i L-''' R ~ _ _ , > THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. U C E
r BL / U ~ P 6~ ~ 0 U r _ . Ia P A - . . , . ALL RE UIRED P RM NS , 2 Q E I1S FOR CONSTRUCTION SHALL BE OBTAINED PRIOR 1O 0 - w
1 M M " ~ 0 M - - , - ELEANOR P. STEVENS i M I COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL 8E APPLIED FOR I 0 cD ~ / S " • ` MHNa s' ~ HOCUTT STEVENS AND OBTAINED FROM WAKE COUNT.
9 EE 2a 5 ~ ~ CR e DB 1807, PG 142
~ ~ P~ i t.~ PRA / " BM 1976, PG 243 CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND THE CITY 0~ 4 / I s.~, RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
i T i A °..i Y 1 / r.... gE`NER / / CONSTRUCTJON. ALL WATER AND SEWER CONSTRUCTION SHALL BE AS PER
~ y / OPEN SPACE AREA 8 " p1P SAN' ern. ~ 90 0 8 / CITY OF RALEIGH STANDARDS AND SPEClfTCATIONS. 1„f . ~ _ ~
i / / 0.03 ACRES ~ ' " ~.F ~ ~ / AREA TO BE ~ ! ~ ~ ~ N33D '330 tt _ _ 1n /
• / ' REPW~fTEO AFTEA k e•'M•~ ,a' ~ i . . > ' ~ ' ~ . coNSrRUCnoN ~ THE TOWN OF GARNER HAS SPECIAL DEVELOPM
(56~ t0 T ~ ewi. , ~ / •vA.~~ ~ . _ _ r ' N ZA ~ i~ ~ 27 ~ STANDARDS THAT APPLY TO SINGLE FAMILY HOMES;
EX. DRAINAGE EASEMENT - ~ d' MH Fw 4 ~ e , ~ M ~ ~ ~ rt ~ PLEASE REFER TO SECTION 8.8 OF THE UNIFlED
ER r - .x ~ ~ . _ - ab _ • " SAN. SEW - e,,M, _ e . a. ~ - , d ~ ~ / DEVELOPMENT ORDINANCE.
- h 14. i 1 p e'WL Fa r,,. N ~ ..x>. s / D 8 s HAZEL PIERCE COOK ,
\ - r ~ °O JAMES R, COOK
• ,~1 n ~ , . MHOS ~ e'~ _ - ~ r'' FIRE HYDRANT ASSEMBLY, 1 : UTILITY NOTES .Y, ~ DB 1854, PG 437 r,~
r ,a. . - ~t AlL WORK, MATERIALS, PLACEMENT _ e1N, " /e• _ - _ ~ ' AND LOCATION SHALL BE AS PER PIACEMENT - , , ~ BM 1976, PG 243 PROPOSED LINEAR FEET IN SIDEWALK ¦ N5,049 L.F, 2S,24b SQ,FT.) IE AS PER ~ PROPOSED LINEAR FEET IN STREET ¦ N2,516 L.F.
_ , e ~ ' ~ ~ • CITY OF RAi_EIGH PUBLIC UTILITY ~ I r TIE PROP, 8 DIP SAN, SEWER PROPOSED LINEAR FEET IN 8 DIP WATER LINE ¦ N2,377 LF, C UTILITY z INTO EX. SAN. SEWER MH PROPOSED LINEAR FEET IN 6" DIP WATER LINE ¦ N249 L.F.
- ~sA`•` ~ ~ 'f'~ • STANDARDS do SPECIFIACTIONS, - . CTIONS. I. ! ~ EX. RIM 265.08 PROPOSED LINEAR FEET IN B" PVC SANITARY SEWER LINE ¦ N784 L,F. ~ 28 PROP05ED LINEAR FEET IN 8" D.I,P. SANITARY SEWER UNE ¦ N1 251 L.F,
v ~ ~ 9 EX. INV 258.82 26 PROPOSED SANITARY SEWER FOR PROJECT ¦ 11,750 GPD
s' , ~ ~ ~ .~;a : 11 9 FLOW BASED ON 3 BR T 4 P R N y ( /LO x 7 LOTS x 250 G D/38 )
; o' era r a~' ALL PROPOSED MATERIALS SHALL CONFORM TO THE STANDARDS ! ;
~u~~ ~57~ r. ~ 12 10 y T ~1 9 l , . aP AND SPECIFICATIONS OF THE CITY OF RALEIGH AND ITS N120 4f. 8 MH~1 o PUBLIC UTILITY DEPARTMENT.
i REMOVE EXISTING BLOW-OFF 13 I~I ~ 12
c" ~ , ASSEMBLY AND EXTEND 8" { ' ~ "o ma
WATERLINE AS REQUIRED. / x ~ ~,+i 14 a ,W / ~ I ~
/ ~ 29 cr-~ I > I I I u' . 25 GENERAL NOTES. ,
~ 1 N tn~ / ~ / ~ , ,
~ / ~ ~ l p i, o`A -ALL WORK AND MATERIALS SHALL CONFORM TO THE i . ,
47 ,-1 ' / 1 ~ ~ STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARNER. i ~ 4' m
• / (58 / m 21 ' ~ ~ / / ~ 22 2; CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCT10fr, 1 ~ 23 - r~ No _
~ ~ / 1 FlRE HYDRANT ASSEMBLY. ' ~ CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND} t~F Alll /
1 ; ~ ~ ALL WORK, MATERIALS PLACEMENT /d r ~ o EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE, IF NECESSARY, ' ~ 30 ~ THE R T
Z~ / 1 ~ ~ / AND LOCATION SHALL BE AS PER 15 CITY OF RALEIGH PUBLIC UTILITY ~7 ~ ELOCA ION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY,
<r . ~ ~,P / ' ~ STANDARDS do SPECIFIACTIONS. / o, o ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO f. / ~ COMMENCEMENT OF CONSTRUCTION.
~ ~ 46 / MH 24 ~n _ ~ CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
~59~ / ~ ~ ; ~ ~ AND SPECIFICATIONS T ~ a, ~ 0 USE AND REFER TO DURING CONSTRUCTION.
/ ~ ~'s. ~ ~ J
• / ~ / ~ ~ ~ i 31 4 , L,
~,c / ~ \ `•a 7 5~ / O EWE , ~ N. S T NOTE: ,a ~ / ESMN
~ ~ , L / ' G WHEN BACKFlLUNG UNDER A U1ILITY LINE, f' Q
Q ~ MH~13 • ~ (601 a 16 20 c. t MH~iJ Q~ O PLOWABLE MATERIAL SHALL BE USED, G
A ~ / / 45 'O N / ~ ~ 0 ~ ~ ~
~ ~ ~ m. < 0 ~ ' m. A ~ o / V 32
G~ t~ / , rti ° / ~ ~t+
n / . ~t ~ ~ c. ~t h
~ ~k ~ ~ ~p ~ I
1 / 'L ~ (61 H~12 ~~,a',, ,a~,+
~ ~ ~ 44 `I / 33 /
> > ~ 19 .n G / V1~ ~ ti~ + ;A . MH lid MH~B PUBLIC ~ FIRE HYDRAN SEWER COLLECTION EXTENSION SYSTEM
/ lY~ ~ ~ T ASSEMBLY.
/ ` ~ 18 ^ J- J; ALL WORK, MATERIALS, PLACEMENT THE CITY OF RALEIGH CONSENTS TO THE CONNECTION ANO AND LOCATION SHALL BE AS PER
/ ~ ~ • ~ (62 ~ ' CITY OF RALEIGH PUBLIC UTILITY , EXTENSION OF THE CITY S PUBLIC SEWER SYSTEM AS SHOWN , / ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED ,I;
~ ~ '7 _ i'' .e STANDARDS & SPECIFUICTIONS, ~ FOR THIS PROJECT SHALL CONF RM T I P I I 0 0 THE CTYS UBLC / ~ ,
~ / ~ , ~ ~i 43 ~ r0 AUBREY BURTON JENKINS, JR. UTILITIES HANDBOOKS STANDARDS AND SPECIFICATIONS ~ fp ~ r'~:
L/- ~ / ~ j e 34 4j DB 6896, PG 356 CITY OF RA LEIGH PUBLIC UTILITIES DEPT. PERMIT~j I
i
/ ~ ti 'C ' - ~ r r..~ r (.f _ `t.. H CONSTRUCTION APPROVAL
63 ~ _ ?0 ` / / ~ SAN ~ f. ~ ~ DATE
^q voiF.e"P~ ~~e I A .lJ
~ ~ ~ ~ ~ / ~ MH{~10
42 e•"~ f ~ PUBLIC IMPROVEMENT UANTmES; ~~Iq ~ Q PU BL C
/ . Phase Numbers 3 WATER DISTRIBUTION EXTENSION SYSTEM
( ~ / 64 Number of Lots 47 THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
/ 36 Lot Numbers b Phase EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN Y 47
N ,ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED umber of Units 47 FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
Livable Buildin s 47 UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS
' ~ 41 Open Space? 1.50 ac. CITY OF RALEIGH PUB I TI ITT T. RMIT L C U L ES DEP PE
/ ^ Number of Open Space Lots 3
I (s5~ i 37 ~ i Public Water LF CONSTRUCTION APPROVAL ( 2,626
i 40 i 39 38 Public Sewer LF 2,035 DATE
Public Street LF 2,516
i I ~ Public Sidewalk LF 5,049
i ^1 rss STREET INSPECTION FEE: _ _ _ SHEET 4 `tr CUP SB 04 02 2,516 L.F. x $1.00/L.F, _ $2,516

I .N BAR
~ N 85' 17'45" W 345.50' ~ 4 ~ . 4~ L
i ^ ~ ESSI ~''"~9
1 ^1 I^1 ( 1 (2 3 (4~ ( 1 6 a~ 9. ` SEAL P RT1 S I ~ en,n~ ~ _ _ ` _ ~ ST. MARY S TWP. OWNER; WILCO PRO E E
~ ~ .5, I I
SCHOOL ACRES ~ UWNLK/UtVLLUHEK:
60 5 5p p SECTION 2 BM 1959, PG 352 WILCO PROPERTIES TROMP MATES WAKE CO. NORTH CAROLINA ZONED R-9
1708 TRAWICK ROAD w 153ROAD -OOb b , ~ SUITE 209 HO-- Vs., C 7504 DATE 04/12/2004 DRAWN MTH JOB NO. E04
SCALE 1"¦ 50 RALEIGH, N.C. 27601 B „ 7 01 FAX` 609 RVEYED REH DRAWING AP3-UTllc
PHONE: [phone] SCALE 1 50Su I
(L FAX: [phone] REVISIONS 5/25/04 PIN - - 1711.11-67-4 Y 7/12/04 1711.11-66-3534
i

_ - -
~
~ ~ i
r Z ~
FTC LINEAR FT. EIP IMPACT TYPE
(Pry) ' 07
~C ~
6 10 120 CHANNEL 2,11 EXISTING SEE SHEET 3 FOR LEVEL 9 ` Z
~ ~ W SPREADER LENGTH AND DETAIL ~
NEUSE BUFFER N 26'30 00 s ` i 9
6,210 1st 30' FROM TOP OF BANK) 606.82 'G ~ i F~ o.
(
~ti ti 275 L.F. LEVEL SPREADER. ~ ~ SPREADER LIP ALONG
NEUSE BUFFER 3,973 ~ ~ SEE DETAIL TOUR 275. X'' ~ CON
(NEXT 20 ) 1 k5° i' ~ SHEET 3. ~ G
"E 7'2a 59 E F ~ ~ P~ ¢ ME G i g ~ . SE~
Na , 101.94 ~ i i F EP o s E / s , ~ ~ ~ ~ ~ ~ P ~ ~ ~N/
MENT: OACH , ~ o r~ i R i' i ~ ~ ~ pR 6G ~ ~E
ENCR ROAD ~ ' ' ~ EIP _ i P J P~
_ +B , A PACT AL IM TOT , zoo x ~ ~ ~ ~ 0 P
_ . FT. 2 T ~ ~ ~ 5 ~ ~ G
3 SQ 018 S .F , 2116 ~ P~
- 8 AC - ' _ 0.2 S. F. 299 , 12 ACT , IMP ~0 c~~;' ~ P~ ~ ~ PRESERVED TREE
TOTAL ti NF / , 5 0 ~ ~ D AREA ~ ~ Q / COVERE REA N ~ / OPEN SP
AREA OF NEW CREEK ALIGNMENT ~a / / ~ / ACR / Q F,~' ~ IN
ND NEUSE RIVER RIPARIAN - ai A „ WAY ENCROACHMENT. EX. 24 RCP W/FES a x, / T A X. CREEK STA. 11+53.26 s ~ ~ UR
BUFFER ROAD a Q Q, • NEW INV. OUT=269.20 END NEW CREEK STA. 11+37.00 0. ~ ~P REEK ~ ~ ~ J~
" W FES ~ END RELOCATION OF C , / Q / ~ ~
EX. 60 RCP / ~ ~ / P~ ? o- ~ 0 P m oti ~ ti ~ ! F P
~EN~: INV. OUT=267.86 - EX. CREEK CL STA. 1F+33.78 LE BEGIN RELOCATION 0 ~ ~ / i' / ~
CREEK / / :j" / / ; , ~ e
= 2 021 SQ.FT. ~ ENOTES CHANNEL INPACT A 6 , ~ -~fk ~ . / ,i / ; _ , ~ TOE F F 276 ~
w. / ~ ~ ~j/1,.! T 'B' = 6 210 SQ.FT. Are ' ~ ~J~' 1~ , - ~ ~ i ; r 278 Q
~ ZONE 1 NEUSE RIVER BUFFER IMPAC ~ ~ ~ DENOTES ~~'M ~ / ,,,f , ~ ~ ~ ~ J_ ~ / , ~ / iii / ~x~~~~ ~ ~
BANK - - - ~ ~ 1st 30' FROM TOP OF ) EMENT - - - EX. DRAINAGE EASEMENT ~ . yy { EX. DRAINAGE EAS
RIVER BUFFER IMPACT B - 3,973 SOFT, - - 5-• 2 N EU SE - - - - - - - - - - - ~ ' EEK ~ f ~ ~ f` •~^,~i~ / ~ s
K v DENOTES ZONE ND EDGE OF NRB) CR ~ , ; ~ . NEXT 20 BETWEEN ZONE 1 / / / f d ~ ~ a / i e `
//,tl ~
fk~ r~;~ 1 rn 1
Ar ~ ~ J i/r/ ~
x
, i, r i i p? / ~ ' ~ ~ f i ~'/~i/ /i / 13+ N I ~ N i
/i ~ N ' ~ / ~'tn , / i .L . ~ 14 38 W 14+00 °a~
. ~ ; / ; , ~ ; ' r Try / ~ % /i T ~ ~ i/ / ~ ~ / ~ ri ~ ~ ~ ~t
j~ i i /r f /i / N
i,' ~ oD ' ii / i'
„ O„ / , ~ ~ / /i/ x ~ C~ 9 I
i / i / / ~ / ~ r % /I ~ ii i N ~Y~ ' i k~ ~ r / w N ~ l J / /
G y,, ~ ; / i .\d y d ~ CI V H C
H RA P - - ° R P
~ ~ n~ v ~ ~ A • ~ V K ~K ~ ~ ~..,p'' / ~i ~i ~ / ~
~ E N x > / ~ ~ ~ ~ ~ -p A Q /
\ N ~ . .XP.. E ~ u .1~: V x o~ ~ ~ A ~,x ~ 1 / ~
~ S , ~ N N TREE o ~ ry°~ + PRESERVED ~pq~o,
M C a ~ ~ ~ ~ COVERED AREA ANO Fsytiq !
K k E E ~ ~ R F k A tiro n PIPE OPEN SPACE ARE y N .31 ACRES ~ ~
C ~ , ~ ~ o ~ 0 C? j
, ~ '0 S . ~ N ~E , MAIN J ~ AREA TO RE ~ NATURAL ~
• R VA ~ i ~ ~
w R ~ 1
~d B U I
~ P 1 8a 2
~ ~ 1 -SECTION 57 CROSS ~ ~ ~ ~110N ~f4
-SECTION - 110N CROSS ~7
-SECTION 1 CROSS-SEC110N ~i3 CROSS / CROSS ~ S CROSS SEC ~5
10 20 40 20 i
CROSS-SECTION ~I2 CROSS-SEC110N ~6 ~
ALE 1"= 20 SC
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U~ U I- Q (n J JN Qp 1=r w Nao~ ~ I II U UI~UU r + ~ w .pa,.ier7rrsrrnr
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~N J Ut\ U ~ W ~ w W(~ I II U N~ + ~ G!~ w wll~l ~ yj ~~i e~
(/1 Z W w ~ U U w m U Z Q ~ 'r",..; . r
~ > ~ ~ II ~ ~ w _ m ~ w ~ z ' - ~ _ _ 268 ~ _ _ X J..W.-~ - i N ~ I ~ a ~ i.
_ ,_a_w .C? ~ ~ i J ~ _p ~ z U d: I- ~ ~ < Q A
268 _ x w w I ~ p ~ I w w m I wao ~ i •
~ w U ~ ~ i W w J I r Q_ ~ I~ W N ~ ~ ~t ~ ry a.,
_ . ` ~ _ w ~N p ~ Fw i ~ Y CR j U G_ ~Of
~ i J , wall w - - - - EK...C - ~ _ .............._...1 . U..~._._..Ul.-----~----__ . .w+ w p O ~ ,
EX. C ; a- . 266;._.. - ANT _ _ _ _ q ~ f REEK..... ~ _ _ . 2.3g ERCI WXJ Z 'T ER W U C!!~ f z w w
266 _ _ _ _ SIOF CANE ~ ~ x z .__.l._.
2.449 i ~ ~ ~ w iw w I _ - _ - _ 0 I i - _ _ ~ 16 FOR STABILIZATI 7 SEE SHEET
_ _ _ i I oss-sECrionrs i I ~ HEET 7 7 FOR CR SEE S
DATUM ELEV i
264.00
DATUM ELEV ~ 00
264.00 01 ~ N m ~ ~ ~ co ~ ~ ~ d' c0 N N SHEET 15 ~ N N
r ~ ~ N N
~p ~ N N N
11+0 10+00 11 +00
11 +00
10+0o HANNEL PROFILE PROPOSED C 'ILE OWNER/DEVELOPER:
WILCO PROPERTIES ~ OWNER: Wllco Properties
ANNEL PROFILE EXISTING CH 1708 TRAWICK ROAD sT. MARYS TWP. SUITE 209_ _ _ _ ,,,n~~nc~nrf,~:L ~~,1?1cc DA weuc rn NORTH CAROLINA ZONED R-9
RALEIGH, N.C 27601 Invmraun a njwmniL..+, „ `
919 250-6000 153 : OLIv SPA NO$ RD N RIS JOB NO. E04-005 PHONE. - DATE 05/24/2004 DRAW
250-6010 HoLL° sP~~NCS~:nC7504 FAX (919) (9111) 577 ~6606 i 9g 1711-0000 ;CALC 1" - ^URVCYffI ORAWINC API-DWO
A c 1711.11-66-5846,1711.11-67-4139
REVISIONS 7/6/04 PIN 1711.11-66-3534
SCALE.- 1 = 20' HORIZONTAL
1° = 2' VERTICAL

r . _ _ _ I _ ~ _
I 1 _ . , 4 , ~ ~ ~ ~ - - 28 I 3 ~ I _ ~ _ . _ T._ - - - - - - a o~ - ~ ~ - I I I 1 M - . , _ - ~ ~ . - ,.~,r.~ t_ .r
- ' t ~ ~ 7 I i J. , ~ i i I ~ _ , _ - I ~ _ _ _ _ ~ r ~ I I C~0 1 Z , . I _ ~ u_.,. ~ ~,w, ~ ~ - ~ ~ ~ _ _ J I ~ ~ Q _ _ 282 ~ ~ ~ _ _ _ _ - - i i I _I :~i . ' L___ ~ i.._... -1 I ~ I ~ ~ ~ r,~.z~ , i _ . . , 280
4 r ~ r - - ~ I .I I 'I - , 28 _ _F I ; I I I j - _ , z ~ , ~ I~ _ ~ - ~ _ i I _ } S_ ~ ~ ~ Z M~ , i ' _1 .l_. ~ ~ , _l - - ~ ~ ~ ~ I ~ -
I , I ._f I , ~ , ' I I - r I I a_ ~ , _r. ~ ~ ~ . ~ , ! ~ ~ ~ I _ 1 ~ ~ ~ ~ _ n _ _ ~ I ~ ~ . _ _ _ , , I ~ ~ ~ , ~I I I ~ _ _ v _ _ . ~ . ~ ! ~ ~ i ~ ~ - 280, - ~ I , ~ I ~ ~ r-~. - _ , . ~ ~~N
1 I _ _ ~ - . - ~ ~ 1 ~ ~ ~ ~ 28 X82 , r ~ I ~ ~ ' , ~ . 1 - I j I I-. - _ ~ ~ ~ .1 - _ G . r ! , ~ I ! ~ ~ -_.278 ~o - _ . _
1 ~ ~ ~ _ I ~ , , I _ ~ ~ , , _ r~x:~~. ~ ~ i ~ ~ i - ON ~ ' _ . _ _ _ _ _ ~ ~ -;r i ~ ~ I I i ~ a ~ ~ _ 7$' , _ ~ _ ~ ~ ~ ~ ~ , - ~ v~ 2 ~ u
~ ~ r 0 _ 2g - - ~ ~ ~ ~ _ . _ _ ~ I i I ~ ~ 278w w . . I I a ~ ~ , I ; , . I ~ ~ ~ ~ 76 . . 1 I' i ~ I ~ A ....1.-.- _ -L... I 1 ~ - I I ~ _
~ ~ ~I I I I , _ . 1 ~ X s .A_._.I U I_ _ G _ _ , ~ ~ ~ ~ I ~ ~ , V I e. I , r ~ - . r r. ; _ -L._--_ _ ~ - - - . _ 276 , 1 ~ ~ i t0 i ~ ` ~ r-- ~ r~
_ _ - _ ~ _'i ; __ti ~ ; X78 ~ , _ G a I ~ ~ ~ ~ I I I ~ _~L.__~_. ~ ~ -1-__t 276 ~ , I . , ~ C. i ~ ~ 2 ~ ..y. r f i ~
i ~ _ , I ~ ~ , ~ I I ~ ~ ~ I ,._,..t --4~- - - ~ I ~ _ i - - -f__ i--~ . I ~ ~ _ ~ i _ I _ , ._.-r ~ ~ - _ , ~ -
k ~ ~ I I ~ _4_ - 'I' ~ x .~._._-k --r -ll- I ~ I I I ~ J i_. ~ ~ 1 1.76 ; ~ _ ' __I . ~ ~ _ _ _ - _ ~ ~ I- 274 ~ j ~ ! 274 i , ~ ' L _ 272 v I ~ . . ~~t: ,
. I I ~ i ! t r_. ~ r- I
2 _ - I I ' I ~ E~(6 ' j _ y , ~ ~ - I I-. ~ r ~ ~ . ' r ,-t u ~ .t ~ / ~ v _ _ .r _ - - 270
I - ~ ~ r r- i ~ ~ ~ I j I I I , _ __.k. ~ - I, I . . A 1 ~J ~ yr. . _ ; r
i r i i I ` ~ ? - L I I 1_ X.'~- ~ ~ - _ , . ~ _ ~ ~ 24 , ~ ~ ~ _ _ a _ ~ i 72 ~ i r: I - - - 270 _ I 2 i ~ ~ I ~ a - ~ ~ > ~ ~ 270 ~ ~ > ~ _ ~ ~ ~ I ~ ~ I . L5. ~ .
~ _ _ I I ~ ~ , ~ ~ ~ - ~ _,--a ~ ~ I _ , _I ~ a ~ ~ ~ I ~ _ _ i ° • ~ ~ t { i
I G _ - I , I ~ . ~ , _ I 268 ~ - ~ _ . _ - , • - ~ ~ ~ . _ _t.. . _ ~ , ~ _ _ ~ i ~ I
z ` U ~ ~ ~ ~ \I i ~ l _ , , ! ~ _ ~ ~ ~ ~ ~ , - _ _ 268 , v. ~ - - -i ~ _ i ~ -I r'" I I ~ J I I I! I 1 ~ I ~ ~ . ~ ~ - : i 1 ~ - . _ ~ ~ w, , . ~ ti ~A y~; ~ . _ - ~ -r-.-.. 266 4°-- ~ i r ~ ~ ~ ~ ~ f i ~ i
, ~ , I I , ~i 4- I _ - ~ , i ~ I 26 - ~ i ~ , .~~a, ~ ~ ~10+2
+ ~ ~ 'j 268 ~ ~ I ~ ~ ~ ~ w , _ _ . , fi ~ ~ ~ _ i_ _ ~ 266 ~ . 05 10+10 10+15 V 10 LE 0 E +0 UM 10 AT D 9+95
. _ a. . ~ 1 , - ~ i I _ _ _ ~ ~ ~ ! I I ~ ; 9+75 9+80 9+90 265 00
661 ~ _ ~ I ; ~ ~ 10+40 10+45 10+50 2 . 5 p 10+3 10+3
DATUM ELFV ! ' 10+15 10+20 10+25 10+00 10+05 10+10 PROPOSED:
265 00 9+85 9+90 9+95 -SECTION 5; EXISTING: CROSS ING 2 YEAR STORM RUN-OFF N236 CFS EXIST 71.10
E OUTLETS STING PIP • NEL ®EXI TlNG CHAN (STING 2 YEAR STORM ELEVATION 2 $$-SECTIONAL AREA = 94.88 SQ.FT. EX = 7.55 SQ.FT. PROPOSED CRO
1. EXIS -SECTION CROSS EXISTING CROSS-SECTIONAL AREA 5 WETTED PERIMETER ~ 29,09 LF.
_ , _ , r - .284 - _ - 92 L.F. PROPOSED EXISTING WETTED PERIMETER - 21.
_ _ _ _ , -r - r_ , , _ , , I ~ ~ _ . - - - _ . _ _ : -
- - ~ ..r ~ ~ I I ~ _ t- - - ~ ~ ~ ~ _ _ , 2 _ ~ Q - 2 M _ u. . _ ~ I 1 - - .
_ W ~ - i I ~ i i i . ~ I ~ ~ ~ NN . . I s ,
~ _ - - I X82 I I ~ , ~ I - - ~ I ~ ~ 280 ~ _ ~ ~ ~ ~ I _ . _ ~ , I ~ I I ~ ! I _ I __..__.,_.r.__ 282 r-_...._ _ r-_,.._ T .
I : Y I , I j I I _ I i~! I I O i 1 r ~ I a _ . _ . _ ~ i I I I . l ----r~ - . v._, ~ ~ . .y 282.-- _ i i `J ~ _ ~ _
I t 280' ~ I ~ ~ I ~ ~ ~ a. - ~ ! I ~ _ _ 7 i 2 O Z 00 . - I
, I i y - I ~ ..1. , , ~ ~ ~ ~ ~ ~ . - , 280r--.__ - i _ I ~ I I _ _
I _ I _ ~ . , _ ; X78 ~ I _1._-: ~ ,..._,___._y ~ I ....i r_; 276V I, ~ ~ F , -1------. ~ ~ fi-- , ~ _r ~ 278 oN I , ' _ .._t- _ _r C-- ~ I ~ ~ ~ ~ - ~ Iti ~ _ _L_ - --r~- - T ~ V ~
- ~ .t. . ; - _ , I ~ G ' 1 . , ~ ~ ~ I I y-- _I. 278x.. - - I i Y
i I ~ ~ I I ~ ~ - ; ~ ~ ~ I _ ; ~ _ . _ ~ 1- I I - i. . , : _ ~ _ ~ : Jr + ~ - U 276 ~ I A - - - 7 I ~ , ~ ~ 2 4 a._.._.i. . _i~
, , I ~ - - ~ ~ i ~ , ~ ~ - -i- - t - L I i : _ I , , ,i I _ _ ~ ~ - - - --f ~ ' i ~ i , it ~dIA _ _ ~ - t W _ s: ~ ~ , , _
i_ . I - -I ~ ~ 1_ I 1 I i i ~ _I r I. _._-_L I { ~ - 1 ~ 1 _ . , ~ 276 r ~ ~ ~ _ _ r._ , ~ _ . 274 I
: i. 274--I~-~, r , ~ i ~ ~ ~ _~_~-:-.-1-;--'~-~--~- ~ ~ ~ ' ~ ~ i ~~~272 ~ ~ i I I { I _ _ a- _ ~ ~ ~ _ a ~ _ _ ~ ~ _ _ , - r ~ ~ ~ ! , I I ~ - _ I , . I i i ~ I .~y.y,~,y.~1 _ r. r -~r.1-~-~y~ _ 1. _ - ~ ~ t; _ ~ ~ _ _L-.~. t _ _ r ~ l
t _ -I _ , I. ~ I - 274 ~E _ I -t , a ,,,a 1_-_._ _ a .t-.... _ ~ I ! ; i - ~ , j I _ 272 ~ _L__ ~ , _ A,.__ _.__A .w,_..... ~ ~ . . _ r
c ~ ~ . ~ ~ : ; . _ ~.~~a~ , ~ _ ~ ~ I ! .270 ~ ~ . ~ ~ ~ ~ ~ „ I / I ~ I . ~ - - . - _ z a ~ . ~ - _ • _ ..L_._ I ! f~. i I ~ it j .i i _.t..._ ( r _I. _ - -
, - _ ? _ r j- a I ~ ~ ~ r ~ _ -_i_-._. ~ _ ~ _ F } _ Y 272,. rt _ _ - r , I w ~~a _ ~ ~ ~ ' y i _ . ~ i -_y. I r_ - -r~ , ~ - - - _
_ ' 268 X70 ~ r I ~ , II I i r~ l I f t _ , ~ l~ , ~ I ~ I I I ~ ~ i - ~ ~ i -r ~ ~ ~ - _ ~
--i ' _ . ~ - i ~ i ~ a ~ I I. - 270 r- - 1 ~ ~ , r . ~ ~ I I i ~ _ E__._ _ - - - --I ~ . I . ~ , . - ~ _ , -I-
~ ~ ~ _ ~ _ - . , , , ~ 266 X68 I i ~ _ ~ , I ~ I - } ~ _ - ~ ~ , I I .1 - _ . i 1 1 i. ~ ~
- ~ ~I I ~ L : : I I i 1_ F.__, ~i -t--- ~ ~ ; ,I , - -t ~ ~ ~ ~ ~ ~ 26 6 L_._- _ . _ - - ..__.__.-'_r._ ~ i i I
266 - --i._.1 , I ! I 5 10+30 10+35 10+40 ,V I f ' ~ 10+15 10+20 10+2 DA.TU~ 10+00 10+05 10+ .0 F I_,-_. - ~ I ~ ~ I ~ ~ ~ _ -
265 00 9+85 9+90 9+95 66 ~ r I i _ i - _ _ 2 , , '......i _ i ~ ! I - ~ 264
. _ Y-- - - - i , 2
- XISTING CHANNEL INTO PROPOSED CHANNEL: -$ECTlON 2: TIE IN E CROSS 264 r I , ~ I _ a. - - 62 1 t- I , ~ , I ~ i ~ ~ i I I - ---t _._---t i i i ~
2 YEAR STORM RUN-OFF X236 CFS DATU-!~ ENV ' ~ ~ ~ 10+20
YEAR STORM ELEVATION = 272.30 2 REA = 58.04 SO.F~ , 05 10+10 10+15 262.00 9+95 10+00 10+ 9+85 9+90
EXISTING CROSS-SECTIONAL A
TINGWETTED PERIMETER = 22.44 L.F. EXIS PROPOSED: j
r - ' i I C~Cfy 6; EXISTING: I CROSS SE
. _ ~ , 2 YEAR STORM RUN-OFF N23F CFS EXISTING .270.80
- - - _ -r_ .-T- 1 7~sn 28 r ~ i ~ , ~ ' --r._ ~ ; n , ` -'i ' - - _L__i _1._ L- 282 1 J Y EXISTING 2 YEAR STORM ELEVATION SS_SECTIONAL AREA a 69.88 SQ.FT. = 55.08 SQ.FT, PROPOSED CRO
~ ,__.1_ -l I._~ ..a I ~ - - - ~ . -i.-- - - - 1 i I , ~ 1 ~ i i I - Q ~ I I I , - ~ - ~ , I EXISTING CROSS-SECTIONAL AREA WETTED PERIMETER ~ 24.87 L.F. TER = 19.90 L.F. PROPOSED
- _ , .__,._L.- _ Q ~ ~ ~ j _ -r . r ~ ~ _ , - ' - - - I E ~ ~ , 280 z ono I ' _ ' I ~ I _ _ ~ - EXISTING WETi'ED PERIME
~ ~ - . a I- 1 , J ~ ,
_ { i . j ~ 1 48 , ? ~ j ; { ! _ 4--~~ ~-rt- j I I ~ _ + _ . , - I._~~%~_-~-rt_ 278 -rl i _ - T _ 282 a ~ - _ r T- ~ i - , ~ I
i i _ f _ _ Y .I . ~ ' .-I ~ . I ! i I _ - ~ I j ~ I ~ I i I' _ _ _ _ I- f-- _i. I -r ~ , ~ T , 7.. r- _ - _ , yr -.i - fA N 282; _j I ~ ~ ~ _ - ~ ~ 8
n ~ _I a I ~ i I I _L_..-,~_. ~ L---F- .-,--.-11R-~--.1--- I j I 78 I I - _ I I ~ _ - , , _ •1-. ~ f~ , I ~ ~ ~ I ~ ~ + 276 ~ i t- ; I ~ y'I'- ~ ~ - - _ ~ I ~ . ~ ~ ~ ~ d _ a_ ~ W ~ 2 0 Z r . I _ _ i I , _ . I i I ~ ~ ~ - r , ~ I , - ~MN
~ I - ~ ~ ~ 1 . , - ~ ~ W ~j _ , _ _ ~ _ -a-- _ _ _ . , ~ r tr ~ _ r _ - _ ~ 2801 I - , .F _ _ c 1 ~ -1-- ~ - 278 O N
276 L.._}. ± ~ ~ ~ ~ _ ~ _ ~ H ~ ~ i I .L._- 274 v "i _ __._L, - 1 1 ~ i_~ ' , ~ '__F._ ~ i . f t i - I-
_ _ - 4 I i I _ ~ t.u - - ~ i ~ I ~ . - ~ _ , y_ _ . _ _.l. . - -1..___ a, ~ i- ~ ~ I - - Y
I -r f ' . ~ .i __L- , ~ - t-- ~ I I i ~ ~ ~ -_i L- ~ ~ T- I~ ~ , ~ ~ ~ ~ I - - - ~ - 272 274 - - j t - I I _ , _ _ - - - - I- r - I ~ - --A ~ r ~ ~ ~ _ _ _ _.~.__I - 276 r _ I ~ 1 , i ~
- - - r ~ ~ ~ .j L.__ _ m. i . _
272 ! t .l ~ ~ ~ ~ ~I - l - - - l + 270 1 - 1 276 _ _ _ - - - - 74 ~ i ~_a 2 ~ i i ~ I _ ~ ~ - - - ~ , ~ ~ I _ _ .I_..
i ~ ' _ ; , Y _a- - - ---r- , i. _ _ - i ~ i ~ ~ - 1 _ _ -t - - ~ ~ _ - I
1 _ 1_ ~ 270 t I ~ I I I ~ _~i~_ ~ : ~ ~ ~ . ~ - 268 274 _ - 72 a ~ 2 _ , 4 , I _ ~ ~ F 1 ~ - - ~ i i ~ _ _ _ _ - i- - - ~ ~ ~ - _ _
~ I _ __1 - ~ - ~ _ 1 I ~ ~ r, ~ ~ - ~ - - ~ i _ , - ~ _ - - i 1, I -1 _ - _ . I - ~ 70
i I j I I i _1-.._._._ -1-. -r.~ _1. r- i t y: i I _ - , . : ~ i r I : I 8 : I ~ y ~ ~ ! ~ ~ 266 _ , I ~ - ~ _ - _ _ _
I I, i - i - i u C. I _ ~__t., I i - 4- a ~ r bt - -I _ { ) ~ t ~4_-.. + _ - l i xi r _ _ _ ,
I v 10+30 - ~ I ~ _ - - ~ x ~ ! - - -
266 , _ _a , - _ i I 10+10 ~ I I 10+05 10+15 10+20 10+2 DATUM ELEV +90 9+95 10+00 _ - ! ~ i _ i-- ~ _ i ~ 's~ _ - _ _
9+75 9+80 9+85 9 265.00 9+65 ~ I. 268 r ~ , ~ , ~ I ~ ~ ~ - - 1 ' : ~ f. l_-.... i I ~ ~ 66 xx i 1 a- a..
PROPOSED:
- CTlON 3: EXISTING: CROSS SE , . _.T. 266. ~ ~ ~ ~ fi I , i.
EAR STORM RUN-OFF N236 CFS EXISTING 2 Y 72,30 ~ i . i _ . _ , _
ING 2 YEAR STORM ELEVATION 2 ROSS-SECTIONAL AREA - 70.49 SQ.FT. EXIST NAL AREA - G7.~1 ~ca.rT. PROPOSED C - - ~ j , ___r_. a... I 264 ; - ~ 1 , , - ~ - ~ - 262 ~ ~ _ , I - ?r1;1~..
tX1511NG l,flUJS-Jt(,IIU Ep yy~p PERIMETER ~ 28.72 L.F. R = 33.26 L.F. PROPOS - _ i. t_ I ,i T ~7~ ~ ~ L~~Y~ _ LG Y ~ f E Q ATUM D ,
EXISTING WETTED PERIMETE 10+10 10+15 10+20 10+05 I 262, 00 10+00 ~ ~ ` I
;;1
_ _ _ , . , - I ~ ~ ~ ~ I i ~ ~ ~ ~I a _ I' I ~ i s '
84 _ - .I - I I ~ I _ . I . 2 i . _ _ _ . • I• I 2 . _ _ w I ~ _.a I ~ I _ - 28 i 5 I ,
7- r. T ! ~ I ~0 C' - _ ~ I _ _,._r. J Q r - TION 7. EXISTING: I CROSS SEC _ N
i I I _ ! I ~ I T x.82 .r ~ ~ I I 80 I ~ ~ I , , . ~ ~ ! I i ~I ~ ~ N G 2 YEAR STORM RUN OFF 236 CFS ~ ~~,ry~~i EXISTIN r , i
2 1. ! i ~ _ ~ . ~ _ - } I I i ~ 0 ~ - - ~ _ _.1... I ~ ~ I ~ i Z t0 ~ - I I ; NG 2 YEAR STORM ELEVATION = 270.90 . I - .FT. , ~ , EXIST( ~ '
~ ~ t _ I _ _ ~ ~I _ I r.l ,fl. ~ I~ , 2ao, I I I ~a I I ~ 8 . 7 ~ ~ i ~ i r. ~ I l , . -I- 27 CROSS-SECTIONAL AREA - 55.50 SQ ~ I , EXISTING _ F ,fr, r
I . I - ,..4_~ -~I , ~I_ P XISTING WETTED PERIMETER - 19.81 L. ~ ~ ~ E 2, a y
. w , . ; L7a -
_ I ~ I ~ i. ~ .1 Y a _ ~ ~ _ ~ . e . p_ . ~ i 1 ~ ~ ~ ~ ~ - ~ ~ W ~ - _ - _ CT ~ ' ~ ~ ~ - PACT MAP I 15 FORlM
- I ~ i ~ f I ' - ' - - ~y.~, _ _ _ W ~ . _ , . ~ I ~ EE SHEET I S TION MAP I
276 r ~ w1-•-- -r3~:~ . I I ~ ; ..-r , . a.-_- 74 U U o~ I l~ E --r ~ i I R STABILIZA , EET 7 7 FD SEE SH f
I ! -,..._I-. , ~ I ~ ~ _ 1. _ , . _ . _;___.I. , ,
274 j 1- - r- ~ ~ i i ~ ~ ~ ~ ~ _ i ~.._I i .I v . + r 1 I pI ~ ~ . ~ - a. I I ~w . _ . i _L.. ~ - 272 ~ x _ _ I_ ~ ~ ~ , ~ ~~,~T.~ I I ! -i - gym- ~Y- I : , I _ LEGEND: 76 SHEET
I t + , I ,
72 .a 1 2 ~ I -,I f~ ~ ~ ~ ~ - 270 x j- i i ; ~ I XISTING GROUND E OWNER/DEVELOPER: f
.1. ` i i. ~ ~ ' . _ _ k ~ a. ~ ,I i ~ \ - - -r, WILCO PROPERTIES
270 , I ~ I ~ ~ I ~ ~ ~ , „ 1. I I ~ ~ }...,r I , ._.I _ r ~ ~ I II i I I ~ t . ~ k i ~ . F t... 68 1, r . I , . -SECTIONAL AREA 1708 TRAWICK ROAD i ;1 .k EXISTING CROSS
~I i ~..-.i i ~ ~ .a_ ..1 - ~'li I I • ~ ~I SUITE 209 ~-~,.1:_r..~:,1 RALEIGH, N.C. 27601
268 ~ ~ ~ I F. t, ..,_.r I I I{ p ~ ~ ~ 'VLd. i " _ ~ ~ I ~ ; I I ~ . - 266 i ~ ~ I ~ I - 7 i , r C : 919 250-6000
. I -SECTION PHONE ( ) ER. Wilco Properties PROPOSED CHANNEL CR05S 250-6010 sT. MARY'S TWP, OWN FAX: (919)
6 ~ ~ ~ 6 ~ ~ ~ ~ 10+10 ~ ~ ~ 1 ~ ~ +95 10+00 10+05 NORTH CAROLINA ZONED R-9
DATUM ELEV ~ ~ _ 0.75 + 9+85 9+90 9 1'~'"~~ Tu~u~ecrv~..,~ 1~'N~J~TFS PA WAKE CO.
265.00 9+65 GABION BASKETS
a RD JOB N0. E04-005 PROPOSED 153R~L-ING~'~;-~ NC ~N~ 7504 DATE 05/24/2004 DRAWN RIS
PROPOSED: 2 5 5 10 H OL (g!g~ g770~0~ t" = 5' HORIZ. A P 3-DWQ
CROSS-SECTION 4, EXISTING (9 PROPERTY LINE: FAX 916) 477,x0609 SCALE,11, ~ 5' VERT. SURVEYED DRAWING
EXISTING2 YEAR STORM RUN-OFF N236 CFS EXISTING 2 YEAR STORM ELEVATION 271.00 -SECTIONAL AREA - 56.58 SQ.FT, PIN 0711.11-87-4139 SCALE t"= 005' REVISIONS 7/6/04
. EXISTING CROSS-SECTIONAL AREA = 63.56 SQ.FT PROPOSED CROSS y~Ep PERIMETER = 23,45 L.F.
= 28.57 L.F. PROPOSED EXISTING WETTED PERIMETER

i~~u •nun~°run~~w~~wn
i
~ EX. CREEK STA. 11+53.26 = ,I 10 ZO +53.26 = \
' X140 SF TREE PLANTING AREA NEW CREEK STA. 11+37.00 1+37.00 \
57 TfT'EES REC,?UIRED END RELOCATION OF CREEK ~ , iF CREEK
Ex. CREEK c~_ sr+a. ~ 16.5 Sf~ PER TREE, 4' O.G, I ~ ~ In ~ _ 7 \
BEGIN , . , ~e~ _ ~ ~ + v y n A \ r ~ 1. r,.;~'~ \
r Y ,r: 1, f~ ,L.~-' ~ ;:,.a CREEK .r,. T ~.3`~` r.. SCALE 1 2 0 ~ , ~.T~ ~Q~ r~Q~t~>, ~ r~ , r;. 545 SF TREE PLANTING AREA
. 33 TREES REQUIRED ~ 16.5 SF PER TREE. 4' G.C.
N ~l I
y, .J v i, p 1. ~ ~ ,y ~ ~ ~ TURN GABIONS INTO SLOPE \ ~ AT TIE-IN LOCATION ~
~ ' ~ 4 ~ ~ . TOE OF
o , ~`r , ~ ;NCH ~ ,,,r ~ y..:.~....~ _ _
'9/y ' :~'.T ~ r !gip i ~ ~..~~t' _ _ L• , r f ' FILL r i ' _ , ? ~ ~ ~ _
' ~
EX. 24" RC? r v ~ w " _ Nf2 1
EX. DRAINAGE EASEfrENT , r.. - . ~ r , - a F, _ i)
: ~ ~ , " / ~ r I - a ~ , ~ > ~ , I. ~rG~..._ ~..r.
. , r:
EX. 80 C K ' Gf 1 • ~ 'I
~ ' ~ f ~ ~ .
F I D ;I DEWAL
A. _ r~ C - I -
~ ~ , ~ ~ r ~ _ ,
k Tpo - _ ~ _ ~
~q; i _ ~ , _ r r E
_ 1 k ~ ~ ~ ~ ` ` . I
_ - _ , _
- TURnI GABIONS INTO SLOPE ~ ~ ~ _ _ ~ I
AT TIE-IN LOCATION o~
0
~ U
,j _ ~ N 2 _ I
QJ
/ .r- O ~ \ I
12+DQ ~ }
D

/ / i
i LEGEND:
/ ~ I
= _ _ ~ DENOTES 3'x,3' GABIONS 8x10 mesh _ r, ( )
+ _ i._ ~,.4 I ' ' - ~ MACCAFERRI GABIONS OR APPROVED EQUAL. f
~ ~ ~ , r , : (1,150 SF)
1 I ~
I
~ \ DENOTES 16" DIA, COIR-FIBER LOG ALONG TOE OF CREEK
104 L.F. ( )
/ 51 I \
r ~ IFA ~ . ~ k I ;;,';~~.r ~--r ' : DENOTES PERMANENT REINFORCEMENT - C350
X1''0 ~ r I N. BY NORTH AMERICAN GREEN OR APPROVED EQUAL, PLUS VE ~ETAT O
- ~ N / ~ r I ~ o. 1 ' ' 'r. ~ - r ~ 7~ r ~ ~ MAX. SHEAR STRESS = 8.00 Ibs s .ft. . /q _f 1,639 SF
E V ~ ( )
N ~ E v A ~ ~ I
S ~ ~ N ~ / 0 S ~ E M I DENOTES TREE PLANTINr, AREA (TOTAL = 1,485 SF) I
M R 0 VA / C W K (90 TREES)
E ~ R R ~ ~ C IC L - i ~ A
B U P i
/ ~ y ? I
N~_W TREE PLANTING RE UIREMENTS. Q
i
AREA OF PROPOSEC BUFFER IMPACT: 0.28 AC. I
~ ~ 7 P~'.~11 VIEW FOR PROPO: Q PROPOSED CHANNEL PROVIDE 320 TREES PER ACRE. 90 TREES I
2 SC LE.• - 20 = 20
i ~ P~ ANT 90 H,ARCWOOD TREES EVENLY SPACED ALONG
THE SIDE OF NEW CHANNEL BAN'~~CS AND BUF'rER. I
/ '!61E OF CONCENTRATION; J / TH TREES ARE TO BE A MINIMUM OF 3' IN HEIGHT ESE
X515' 0.3A5 t z (371"-26'7.86 AT PLANTING p,ND SHp,~L CONSIST OF 45 RED OAKS F
128 AND 45 RED MAPLES.
t,, 16.34 MIN.
Rainfall Intensity for 10 Yea Storm ~ 5,09 in/hr. =>O~p=Cxl xA=0.52x5.9in/hrx118ac.=312.OOcfs
3'
. NEW CHANNEL PROFLE ~ CR06S-SECTION #6 NEW CHANNEL PROFILE ~ CROSS SECTION ~3 ; - I ;
LENGTH X21 Lf, LENGTH X43 Lf. . , _ _
D.A. = 118.00 ac. D.A. = 11f~,00 ac. - , I I I !
0100 = 430,00 cfs Q100 = 4;b0.00 Cis 4100 = 2.74' d100 = 3„52' - ~ ~ - . ~ I i ~ i
J 010=312,OOc`s ~i W _
2.7:1 0.5;1 W 01 O = 312.00 cis 1:1 0.5:1 p 'J10 = 14.86 fps C~ V10 = 15.138 fps 1 ~ ~ f r _
d10 a 2.33' d10 = 2J~9' b = 5.30' SLOPE X2.35% b ` 5 SLOPE ~2,35x
_ n = 0.02 XfST!NG GR , _ n - 0,02 ~ ~ _ OUND I r' - ~ i - ~ j - I I 1 ,
SHEAR = 3.42 psf SHEAR = 4.08 psf - PERIJIANENT ~ ~ , ~ _ l ` - 1 ' I i ~
Line Chonnel with a Permanent Matting. Line Channel with o Permanent Matting. - ~ I r ~ EROSION CONTROL ' r a roved e ual. USE North ,4mericor Green C350 or approved equal ~ ~ ! i USE North American Green C350 o pp q - t-- - ; ~ - j BLANKET -NORTH -l --a i I I >
Allow. Shear Stress (vegetated) for C350 = 8.0 psf Allow. Shear Stress (vege'~.oted) for C350 = 8.0 psi ~ t-~ I I- - ~ ~ ' ' ' AMERICAN GREEN C350, i 1
I ~ j i _ I - - k
. ~ ~ ~ 3x3 GABION BASKETS (8x10 mesh) I
W ANNEL PROFILE 4CROSS-SECTION NEW CHANNEL PROFLE ~ CROSS-SECTION /7 NE CH ,N i J'~ , - - ~ ~
LENGTH ~1o Lf• TURN DOI~VN C3'.:~0 FOR 0 ROURED TREE LEIJGTH ~3 Lf' ~ _ PLANT,IGS ` j ~ ~ _ ; r .a -
C.A. = 118.00 oa. D.A. ' 11e''oo oc. 6 INCHES AT 3' BEHIND ~ 0100 = a3a.GO afs 0100 - a.~o.00 cIs s ~ SEE SHEET 'I T" i _ ~ i
NE4'd TOP OI= BANK ~ i d100 = 3.11' J 4100 3, 9 _ _ ~.p .L T 010 = 312.00 cts 010 = 312.00 c's , ~ ~ .L'~. L_ _ _ i_ _L I ~
0.64:1 0.86:1 w 1,3:1 0.5;1 O ~ V10 = 15.95 fpa j. - ~ i ~ . ~ I
p 4"10 = 15.69 fps L d10z2.60' b=4.5' d10=2.92' ,_-='r~ ~ 1.. I _
b = 5.30' SLOPE ~2, 35X ~ - _ _ I SLOPE, 2,35% , ~ i ~T IY
n = 0.02 _i_ ~1_. n = 0.02 't ! . • ~ ~ I .j
SHEAR = 3.81 psf SHEAR = 4.26 psf _ i . Line Chonnel with a Permanent Mattin , Line Channel with a Permanent Matting. PRI(:)R TO INSTALLING PERMANENT ! g USE North Americor Green C350 or rove+i equal. _ ~ I ~ ~i ~ ti i ~ j I _ - ~ t i__ ~ I ~~1gti!11~lN.~~ f
USE Nnrth American Green C350 or approved equcl. a~ EROSION CONTROL BLANKET, i ~ -
l,Ilow. Shear Stress (vegetated) for C350 = 8.0 psf Allow, Sheor Stress (vegetated) for C350 = 6.0 psf - ~ ~E_ED AfJD FERTILIZE ALL SLOPES. C ' 1 I - 1 ~ .t , = _ , ~ i . I .~r _ I ~ ' ~
18 ~ ~ A 18 ~ ,
_ ~ ~ ~ MAX. MAX. ~ ~ ~ ~ « ~ ' ~ Y AT LAST 1 2 DEPTH OF b r'" P MAP ~ ~ : . - BuR _ / W ,,r_,,~. SEE SHEET 15 FOR IM ACT
NEW~CIiANNEL PROFILE ~ CROSS-SECTION _ - ' T ~ 16 DIA. COIR FIBER LOG ALONG ` i ' i ~ , I FIRST BASKET BELOW BOTTOM = 19.??' i ~ _ i I ~ OF CHANNEL. ~ ~ ~ ' `F ;
LENGTH X27 l.f. nIEW TOE OF CREEK. ~ ' - - - ! ~ - ' >r ~ ~ - _ SH 16 FOR CROSS-SECTIONS. SEE EET ~ -
i o.A. = 11e.oo aa. t;ECURE LOG IN PLACE WITH 2x2 x3 Ht. ' - - 7_ 0100 430.00 cfs I - c.f C.i
OF~K STAKES W/ NiiRE: ACROSS THE ' ~ i d100 = 3,25 I ~ ! ; ' ' + SHEET 17 _ _ ~ •L - - ~ ~ ,
p10 = 312.00 cfs TOP OF THE LOG. - ~ I _ . 1 ! I _ - 1.5:1 0.5:1 ~:D ~ V10 = 15.71 fps ' i - _ - o I i
T _ _ . ! _ _ ' ~ ~ l~H
=4.5' d1U=2.74' T_. t SLOPE 2.357 _ _ }
n 0.07 SHLAR = 4.02 psf 3 E K A V A
' Line Channel with a Permanent Matting. ,,,4'_5' - OWNER/DEVELOPER: st ~~aRV's TWP. OWNER: wilco Properties ,
I IiSE North American Green C350 or approved equal. -
Allow. 'Shear Stress (vegetated) for C350 = 8.0 psf WILCO PROPERTIES
1708 TRAWICK ROAD THOMPSON & `i (dATES, PA WAKE CO. NORTH CAROLINA ZONED R-9
SUITE 209 1 SpR,I Nd~ RD ~
2 TYPICAL CROSS--SECTION .3 CHANNEL STABILIZATION CALCULATIONS SECTION THROUGH NEW CHANNEL NTS RALEIGH, N.C. 27601 1HOLL53; Y M~bLE1"tSPRINGSj; NC 7504 DATE 05/24/2004 DRAWN RIS JOB NO. E04_005 PHONE: [phone] (st 77 0aoa
FAX: [phone] FAX~t§l9) 177 0609 SCALE 1" = 10' SURVEYED DRAWING AP3-DWQ
1711.11-66-5846, 1711.11-67-4139
REVI510NS 7/6/04 PIN 1711.11-66-3534 i
p II MiM111"II~I'i11~A11ltlMM~IM f I
i i
O

I
i I LINE TABLE
i I IMPACT TYPE FT LINEAR FT. LINE LENGTH BEARING
L1 4.39 S7T46'05"W ~ ~0 j
(PROPOSED) ~Z
CHANN EL 1,403 115 137 rn t MFC ~ SITE
EXISTING HqN e~ ~ ~cq
ZONE 1 1ST 30 FROM CHANNEL - - ~ o~ ~ CURTISS DR
NEUSE 2,830 ~ C. HOMER CREECH ET. AL. 0P
ZONE 2 (NEXT 20 DB 2826, PG 395 ~OF rOP OF " ~ ) e OP OF 9AN? 70 ,
BUFFER 294 .,',roe ANK ~ 50
5124 TOTAL ' _ / ~ J
, VICINTY P o MAP ~
~ f f Z~~ ~ o ~ (NTS) 0 5 IPS , ~ ~ ROBERT LEWIS ~;~EECH ~
/ ~ m _ / ~ PEORIA P. CR~,.CH N ~
- ` i ~ - ~ ~(1 ~ 1 DB 2849, PG 695 / ~ Q~
~ / ~ ~i~i , 50 N, ~
JUNIUS M, PARKER ESTATE 2000 2446 AXLE l~
\ ~ ~ DB 1595, PG 18
ti ~ ~ i ~ ,
~i ~
, ~ ,57 o ~ . a
/ g11 a E / , ~ ~
516 AREA OF NEW CREEK ALIGNMENT ~ 3 4 11 ~ i
Ne IG BRANCH m AND NEU 8 ~ SE RIVER RIPARIAN -~EE,z--' 'W 10 9,181 sq.ft. `
~ C~ ~ BUFFER ROADWAY ENCROACHMENT. s IP
a 9,100 s .ft. S _ q
~ 9100 s .ft. EIP ~ q ~M ~q.ft. N ~Q
9,1U0 sq.ft. 7 ~ ~Z Il ~ ~p
- s - a~, dR0
~ ~ ` 6 9100 s .ft. I ~ q _ 1- " w ~SQN
~ i ~ ELEANOR P. STEVENS i~ ~ HOCUTT STEVENS
' E ~ 0P , 00 sq.ft. ~ , . 8 59 ~ _ - a+o( g7 2 2 N , EIP G ~ ~ 9,100 sq.ft. _ i, ~ DB 1807, PG 142 • \
EIP 07.94 / i ~~W--'- ~ BM 1976, PG 243 ~
I / .~o ~ 4~ ~ f~. y ~ T
y ~ ~ ~ ~ ~ ~
K C ~ . y-- 1 2
l p, • ~ 9,100 sq.ft. 9,100 sq.ft, .,.,.--:r"'~-~~~ P _ ~ 50 I , ~ n / ~ 30
( ~ ~c EEK ~ ~ ,117 s .ft. 3 _ ~y~,.:----.'" ~ ~~r- - ,r^. ~.r N ~ ~ ~ ` 9,100 sq.ft.
BANK , ~ - ~r--- - ~ i 9,050 sq.ft. , ~
NEW 10P~ ° EOr;E 0 _ - . } I: ~ , ~$E
_ _ _ . -.r-~. 12 ~ ~ R 12 ~ ; ~ ~ RIVE , ~ ~R HAZEL PIERCE COOK
~ _ - oo , , _ - _ - _ C7 ---_.i----._„~ - - J-- _ . - 13 10,266 sq.ft. 1 ~rl t i~ 81J JP.~:'~S R. COOK 0,266 sq.ft. ~ 'i l
i DB "854, PG 437 i, ~ 1 BM 1976, PG 243
m -C : - ,a+ - - 1 s 100 s , ft. X as - 4 q 1'~ {.i i, t ~ ,
I m ; ~ = ----r=~ 9,100 s ,ft. 31
.O .ter N =y-.;.-~-.__ . ,,<=Y-~` 16 l , X. SS
I T~ ~ ~ - ' •:ii 9,100 sq.ft. n ~ ~ l; ~ ~ i 1 9 050 s .ft. . , q • ~ MH G ` '
'0 ~ 111 ~ ~ 1 ~ 9 l 00 ,d1 Z a ~ ~ ~ s .ft. C Of~i ~ ~ q ~ i
~ rZ 1\1d3 ~ 18 9,100 sq.ft. ~ ' I I l 'it'a i ~ EIP
I . tl1 cy EDGE OF FILL 1 C~ j ;
~ D ~ _ , ~ ; j 1 g 9,100 sq.ft. ~ 70 N (571 50 49 I I"{ ~ N i ~ ~ ~ I ~ O o
I ~ j, ~ F~~.. ~ j ,p •N
~ / EIP , ~F , 10,198 sq. ft. ~ Z 10,288 sq.ft. 9,975 sq.ft. ~ 'j ~ i Ilcl, 29 i / i , 29 ~ I ~ W v , I i 32 J Z
11 10,733 s~q.ft. i ~ ; .p°a 10,733 s~ .ft. I ~ 10,240 s .ft. ? q ~ ~ ~ 1 r q u+~i
'1 ~ ~ i`' ~ ~l
1 ~ ~ w li i i ~
j~~ 2^)
~ ~ / +t 13.924 sq.ft. ~ - - ~ , / ; o~ J ~ 1, ~ ~ y , _ w
/ 1 t j / N ~ ir, _ j ~ _ ~ ~/i , ~ i
' / ~ ~ ~ ti~ ~ 1 , ~ ~ :a •
48 ~ ~ 26 ~ ~ 10,848 sq.ft. ~
/ ~ 15,345 sq.ft. ~ ~ 28 fir' 10,397 sq.ft. ~ _ ~ fir' / / / _ -
/ \ 9,050 sq.ft, % ~ _ , / ~ / / ~ / ~ i
14,338 sq.ft, 9~ ~ ~ / , (5 J \ ~ IPS ~ / /
1 ~ / \ \ ~ / ~ i / i / ~ I ~ i /
~ 34 , ~ , 40 ~ / Ex SEWER
1 ~ / ~ \ ~ ~ I t ~ ! ~ i N. n ~ j' 10,709 sq.ft, SAESMNT•
~ , ~ ~ is i Y ~ Y ~ , ~ ~ ~l
/ 9,100 s .ft. ~ \ ~ ~ / q 25 ~ V (60~ ~ \ ~ ~ I{ ~ r~ ~ V ~ ~ ~ ~ I
/ / ~ ~ ~ ' ~ 9 049 s .ft. ~ \ ~ q ~ : ~ / / ~ .
V ~ ,304 sq.ft. ~ ~ ~ / / / 3 / 5
I ~ \ \ / ~i /
.r / 9,100 sq,ft. I
~ A ~ A ~ ~
i ( ~ / ~ ~ ~y 't 61 ~ ~ ~ / / 9,100 sq.ft. ~ ~ • A A
a ~ ~ 22 \ a ~ ~ 24 ~ 36 36
~ a~ s o 9 .f . ~ ~ / ~ t~. ~ V 8 sq t
~ A A ~ , ~ ~ 9,100 s~ ~ / tf ~ \ 9,145 sq.ft, 9,100 sq.ft.
\ ~ ~ ~ lr ~ ~ ` ~ ~ / / s ~ / tD ~ /r' /
~ ~ ~ ~ / ~ V 23 / , ' ~ 62 9 ~
~ ,ptl~ -0 ~ \ 9,050 sq,ft.
~ ~ 9,847 s .ft. ~ ~ ~ ~3`~ q ~ ~ . . / 37 ~ \ i r0' AUBREY BURTON JENKINS, JR.
~ v' tf ` ~ ~ a O ~ ~ ~ i 9,100 sq.ft. ~ / ~ \ ~ y~ / 6 DB 6896, PG 356 q.ft. h
/ I, \
~ 1 ~ ! / ~ ~ ~ h
1 / ~ (63 ~ ~ ~ - - 'r ,~y 6
C3~ ~ 44 ~ - 38
~ / 30 sq.ft, _ 9,985 sq.ft, ~ D~
'0 , / - N ~
~ \ ~ ~ ~ ~ / _
~ Cn I ~ 1 . -
~ ~ _ _ ~ ~ / ~ 43 39
~
I V~, 15,426 sq.ft. 11 839 s .ft. \ / ~ q ~
/ ~ 42 I
i 40
~ 1 65J / 13,136 s .ft.! 41
' ~ ~ q 12,646 sq.ft. I ~ ° / \ / 11,558 sq,ft,
j /
I 1 / i ~ ~ /
j I 1 'r I j SHEET 1
66~ E I
I WETL4ND IMPACT MAP
I EIP OWNER/DEVELOPER.
N 85'17 45 W 345.50 ECM TWIN SHIP DEVELOPMENT
i ROY TRiPP
1 ~ 1 (2~ (3~ ( 1 (6 P.O. BOX 267 GARNER, N.C. 27529 ST. MARY~S TWP. OWNER: TWIN SHIP DEVELOPMENT
~ `i ~i ~i 4 (5 ~i i #[phone]
SCHOOL ACRES w ~w~ ~ww ww~ • w.w
SECTION 2 50 '5 50 1 0 It1UMt' JA IUS WAKE CO NORTH CAROLINA ZONED R-4
BM 1959, PG 352 153 ' CAD THIS PROPERTY IS NOT LOCATED IN A HOLLG C- 7540 DATE 09/04/2003 DRAWN MTH JOB NO. ATR-AP2
F F.E.M.A. 100 YEAR FLOOD HAZARD AREA. PRELIMINARY PLAN c9 7 08
SCALE 1"- 50 ' F.I.R.M. PANEL NO. 37183CO660 E FA)C j 609 SCALE 1" . 50' SURVEYED REH DRAWING Ins-IMPACT DO NOT USE FOR CONSTRUCTION 4. 1711.11-66-- , 1711.11-67-4139
REVISIONS PIN 1711.11-66-3534
i

_
i I
I;r i ~ ` 1 J '
i i l 1 I A
r / % i ' i 1
j ~ ~ , , y ~ ~ o~
~ ~ . _ _ LINE TABLE c~ ~ i ~ _ ~ ; ~ / 1,~, ~ ~ ~ / ~ % ' ~ oz w~
INE LENGTH BEARING ~ i % ' ~ " \ ~ ~ , . / ~ MF ~ SITE
/ ~ ~ . _ Lt 4.39 S7T46 05 W / ~ ~ l rl i ~ ~ ' ~ ply q I ~ / e Nlc
~ i / l , i / i ~ ~ Id i ~ . Ji;" . ~ Leo qC
P ; OF,~ / 70
/ I : ~ /oF of 260_.__._.. ~ ~ / / ~ ~ / ~Q BANK
/
/ r' ~ ,
Cn / ~ i`' ' / / ~ p ~ J i ~ ~Ils?II ~ ~ ~ I VICINTY MAP o / ~ ~ ~
~ I~ O 0 - NTS o ~ % IPSI ~D ROBERT LEWIS CRtECH _ ~ C~ ~
: / i' - ~ / / ~ - ' ! N PEORIA P. CREECH JP
- ~ ~ ~ ' 1 DB 2849, PG 695 / Q~ ~ / ~ r, I i 1 1 l 50
/ ~ O,~i /~1 , ~ ~ ~ ~ i
~ ~P / ~ ~ UNIUS M. PARKER 1. ~ \ W ' % ~ E 0 2446 s1:ar~-zo~.l ~ ~ ~ f ~ AXLE \ ~ , : ~
HOMER EECH ~T~ ~ 2 ~ DB 1595, PG 18~-----~. ~ I ~ N ~ ~ / ,
/ r, 1 % / ~
~ ~ \ ~ ~ ! / 1. OBTAIN GRADING PERMIT FROM WAKE COUNTY.
`f ~ ~ ~ i ~ , / ~ 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FOR A _ 11
5 i 1 / N ,J-------- , r_____ ~ ~ ~ ( PRE-CONSTRUCTION MEETING.
/ ~ ARE ~ ES KERMIT_CRE HEIR % ~ 181 .ft.` I . ~ ~ 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.) 1 ~ N ~ q ~ \ \ 4, INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED.
~ , i -ESTATE 1992 94- ~ / r'" r „i ' / ~ ~ / ~ ` CL INTX CREEK COfuit~lONS AVENUE CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A \ ~ IPS ~ X100 .ft. ~ ~ c CERTIFICATE OF COMPLIANCE. ~ ~ ~ do PROPERTY ~N~
/ ~ DB 3,--P 4"2 % / ( / r--~ ~ ~ ~ /9,100 ~q.ft. ~ ~ 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION. Do ~.ft. ~ , ! N ~ ~ CL STA. 19+74.17 L-1 q ~ ~ V, I ~ ~ 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES SILT FENCE,
~ ~ I ~ 3.4 s,1 u .ft. ~ , y ~ E D ROADWAY ItdPROVEtuIENTS L 1 DIVERSION DITCHES, CHECK DAM, ECT.)
/ ~ ~ ~ ~ ` ~ 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION.
~ I - Z~Q---... / ~ G / 9,1 0 sq, t. ~ i , ~ ,e , ~ \ 8. INSTALL GRAVEL DONUTS AS NEEDED, ~ ~ ' \ r ~ 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION.
J ~ ~ r Q ~ i rn _ i i ~ q ~ ~ ~ ' ~ ~ I W ~ ~ ` ELEANOR IP. ST ENS ~ SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION.
,Z` 9,100 s .ft. 1 ) ~ f \ \ ~0 I \ ~ t s ~ ~ ~ HOCU STEV NS ? SEE EROSION CONTROL. DETNL SHEET fOR INFORMATKlN AND
~ a 5g / . F i 1 2 "c 0. RES s,1oo sq.ft EIP ~ ~ ~ ~ ~ r ~ ~ DB 180 , P ' 142 j ~ DETAILS ON EROSION CONTROL DEVICES SEEDING SCH ~ ~ ~ ~ BM 1976, P 243/ EDULE, ~ g0 1 ~ . \ / SEEDBED PREPARATION AND A~RIONAL CIOIrSTRl1CIlON
~ E ~8 ~ ~ 07. s~ ~ V ~ . HIGH ~ ~ S UENCE INFORW EQ TION. POINT ~ ~ ~ ~ , I ~ ~
_ N
5 Q 2 4 E, N'f ~ ~ ~ CR 1v Q , ~ ~ \ v ~ A ~ > v. ~ ~ ~ EROSStoN coNTROL NOTEs
a 50 x20 x ~ h~ 1 r Z , y C~. ` ~ ~ ~ ` / 9,x90 ~ 9, t OO,~.ft, ~ : ~~i c c ucr ~ ~ pIR , ~ A ,Q ti , ~ \ 30 ~ ~ ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
~ ~ "1" BE CONFORM ED TO DURING CONSTRUCTION.
~ ~ ! ~ ~ ,100 sq.ft. ~,/"'Q0 ~ \ ~ ALL DRAINAGE STRUCTURES AND PIPES SHALL CONFO \ ~ I ~ RM r_ ~ ~ ~ ~ ` 9~0 0 sq.ft. I , TO THE STANDARDS AND P / \ S ECIFICATIONS OF THE
~ - 9 .~---270-----_ _ _ - ~ E ' , \ , \ 1 , ~ ~ \ i ` ~ ~ I ~ TOWN OF GARNER.
~ ~ - , i' R 1 ~ 1 ~$E 1 ' ~ PLACEMENT, LOCATION AND QUANTITY OF EROSION CONTROL V~ I \ ~ ~ ~ ~ 12 ~ ~ ~ I / DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER
P U / IP N ..r P a ~ 0 \ ~ ~ , J , HA~~L PIERCE COOK CONFORM TO EXISTING F ~ R ~ , IELD CONDITIONS IF APPROVED BY ~ ~ ~ B ~ ~ JAMES R. COOK
C~ - ~ H~ ,,r: ~ --f 13 10,266 sq,f 10,266 sq,ft. ~ \ ~ \ ~ J ; ; j 1, THE ENVIRONMENTAL INSPECTOR OF THE TOWN OF GARNER. ti ~ ~ ~ DB 1854, PG 437 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
m ~~t _ - - y a' ~ n' Yq / lr 100 sq.ft. m t _ ~ ~ ~ ~ ~ I ~ B~~ 1976, PG 243 TO THE START OF CONSTRUCTION. \ ~ ~ ~ 1 ~
~ \ ~ CONTRACTOR SHALL VERIFY THE LOCATION AF ALL EXISTING 1 ~ \ ~ ~ UTILITIES (ABOVE AND BELOW GROUND PRIOR TO THE START
'"0 ~ ~ .r" ~ ~ 9,100 s . cn m - ~ ~ - ~ OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE _ ~ ~ ~ \ ~ ~ V ~ X. S ~ \ REL A
a .a I 1 ~ 9,0 0~ s .ft1 ~ ~ ~ ~ OC TION OF ANY UTILITY CONFLICTS WITH THE APPROPRIATE ~ ~ 4 , , MH ~ ~ ~ ~ UTILITY AUTHORITY.
L.. ~ \ °0~ ~~0---~ ~0 9,104 s .ft. ~ ~ A ~ ~ ~ A ` ~ ~ ~ ~ 1 TOPOGRAPHIC INFORMATKIN SHOWN IS FROM A WAKE COUNTY 1 , \ ~ ~
i' - ,---u ~ q 1P . V q ~ C C G7 '~Q ~ ~ k ~ Q I I, ~ ~ ~ ~ ~ ~ TOPO MAP ANO NEEDS TO BE FlELD VERYFIED. w ~ ~ M, iP I ~ ~ ~ ~ ,
~ ,-^r' '2 tip. 9x100 sq.ft. \ 1 Q ~ ~ ~ ~ h ~V ~ i , ~ I ~ ~ t EIP
~ ~ 1 9,100 sq.ft, ~ ' ~ ~ N 1 h. ~ 2 ~ \ \ ! PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
W ~ 1 s ~ ~ ~ , ' ' ~ $ ~ FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
q 9, 75 .ft. ~ g ~ ~ ~ W ~ r MATERIAL, DEBRIS, FROZEN MATERIAL ORGANIC 2 ~ ~ ~ 1 ~
/ / / / ~ 1 = ~ m \ a / , MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO l I Ci , ~ ~ ~ ~ 1 I 1 1 N~a / FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
`I \ ~ i ~ 10,7 3 s~ 10 7 3 s .f~ ~ ~ 1 240 s .f ~ ~ ~ ~ q Q k ' `P~ , SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER 2
8EG1 CONSTR 0 \ ~ ~ ~'yCL SfA~•00 .P. ~ / ~ ~ , 1 ~ i ~ i ~ ~ CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL i 1 1, N ~ , , , ~ ~ ' I w SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
~ ~ \ I 0 ~ kIK~ONS`AVENUE - - ~ 0 \ ~ a I ! I+, ~ ~ FOR ALL AREAS UNDER A PROPOSED ROADWAY THE TOP 1 2 rn I ~ ~ ~ ° ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
~ J- % ~ ~ ~ ~ ~ I TWIN SHIP ELOPMEN COMPANY I ' ~ \ COMPACTED TO A DENSITY OF 100 MAX IMUM STANDAPD
(58 / ~ ~ ~ ~ ~ ~ / D8 7 PG 190 13,924 sq.ft. ~ ` I i ~ PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD ' I ~ , 1 ~ "'t
i / \ ~ BM 19 PG 243 ~ ~ n ~ I ` ; , T99. FOR THAT PORTION OF FlLL UNDER ROADWAYS AND \ , 33 , ~ EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF
i , " ~ ~ 11.451 A S \ \ 1 ` ! Z ~ ~ CURB COMPACT TOAD I _ ENSITY OF NO LESS THAN 9
10,88 s .ft. ~ , f OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS ~ ~ ! ~ ~ ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL I
/ 1 , 7 sq,ft. ? 15,34 t. 2 1 ~ - \ 1 iA I ! SHALL BE PLACED IN LIFTS OF 8 OR LESS OF I
- 9,0 sq.ft. ! I , ~ I, UNCOMPACTED SOIL. ~ ~ ~ I ' I t IP OTHER FILL MATERIAL SHALL BE COMPACTED TO A
~ \ 14 338 s .ft. _`f~..`_-. V ~ ti°' ~ ~ i i ~ 1, S , DENSIT`f OF NO LESS THAN 90X OF THE MAXIMUM / d~ ~ ~ I i ~ ~ I ~ Z
~ / ~ ~ / ~ ~ / ~ ~ 1 1 ~ , ~ a STANDARD PROCTOR DRY DENSITY AS DETERMINED ~ ~ I ~ ~ 34 1 i ` BY AASHTO METHOD T99. BACKFILL MATERL4L SHALL
. 1 : ~ A ! 40 ~ EX• R ~ \ BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED
~ 1 !i , AN, SEWS SOIL. / 10 7 9 s ft. I S T. ~ \ ~ ~C I ! ~ I I ESMN , ~
~ A 2 ~ ~ i I , ~ I / 1
_ ~ 1 / ~ s,1oo s .ft. _ 25 1 ~y ~ , ~ I v, / \ j 1 , ~ ~ , , ~ ~ ~ NOTE.
r- ~ / ~ ~ ~ /9,049 ft. I i \ ` r ~ S ~ I ~ ,
/ \ ,l r 11,3 sq.ft. Q, \ \ . \ ~k ~ 1 / G ~ 35 A I ~ I ~ ALL WORK AND MATERIAL \ I I ~ i ~ ~ A ~ / ~ S SHALL CONFORM TO THE
~ ~ ~ ~ ~ / ~ I I o , ! 1 I ~ ~ STANDARDS AND SPEClF1C ~ 1 ao s .ft. ~ ~ ~ ~ ~ / ATIONS OF THE TOWN OF GARNER.
\ Q , Q. 1 ~ ~ / ~ ; I ~ I ~ / ~ ~ CONTRACTOR SHALL VERIFY EXISTING COND1TlONS PRIOR TO CONSTRUCTION.
/ r ~ ! ~ I
~ ~ ti (61 ~ I~ ~ ~ / ~ ~s> o1~o~q.~t.-. ~ v ~ ~ ~ ~ ! ~ ~ ~ ~ CONTRACTOR H I ~ / ; j ~ S ALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL i ~ i ~ i
/ ~ - ~ I , ' 0., _ ~ \ ~ 22 ~ 2 I i I ~ I / EXISTING UT1tIT1ES PRIOR TO CONSTRUCTION AND COORDINATE !F NECES / ~ i SARY l 36 ~ ~ TH ' i i ; I E RELOCATION OF ANY UTItlTIES WITH THE APPROPRIATE UTILITY AUTHORITY.
C ~ } ~ ~ ~ ~ 9,08 sq.ft. ~ r ~ l i ~ ,r / ; ~ r
~ i ~ ~f 9,145 .ft, ~ 9,1C ~ s,1oo ~q.ft. - / l ~ ' , / / ~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE 08TAINED PRIOR TO /
~ se 1 / / ~ ~ COMMENCEMENT OF CON T ' S RUCTION. ~ i / i i 1 -
/ ~ / I ? CONTRACTOR SHALL OBTAI i i ~ ~ I~ I ~ / I N A COPY OF THE TOWN OF GARNER STANDARDS
, ~ ` / .p ~ ~ \ ~ 050 sq.ft. ` r....`.. C~ 9x847 s .ft. l A / / ~ ~ ' AND SPECIF/CAT / ~ / ~ ~ ~ / ~ i / IONS TO USE AND REFER TO DURJNG CONSTRUCTION. ~ / ~ / ! ~
1 / ~ ~ q ~ 6 37 ` I 37 I / AU REY/BUR N JENKINS, r ~ ,
/ ~ ~ HIGH ~~ti ~ 9,10 s .f '-1 ~ INT ~ ' q % ~ i 1 s .f / / % i 6 96, PG 3 / ~ ~ / q
/ % ~ NOTE:
~ i ~
~ 1 (63 I L ~ ~ / / ~ ~ ~ 3 , ~ ~ I WHEN BACKFILLING UNDER A UTILITY LINE, j ! % PLOWABLE MATERIAL SHALL BE USED.
/ ~
1 ~ 11,730 s .ft. ' ' ` \ ~ ~ i / i ~ ~ ~ I ~ I ~ ~ i~ ~ I ~ ~ ,
L_ ~ ~ / , N ~ - ~ i i 1 / ~ I 1 / ,I ll~
G \ I ~ ~ I ~ ~ / \ / j / , I , ~ LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
\ \ _ I I / ~ ~ ~ ~ ~ 11 ' I PIPES AND EROSION CONT I ROL DEVICES MAY VARY ' ' 1 I TD BETTER CONFORM TO Fl
~ ~ 43 / 39 / r r ' ` f f l / / i / / ELD CONDITIONS. ' / ! i i
~ I 1 ~ / ' ~ ~ \ ~ ~ / ~ ~ ~ 15,426 sq.ft. 11,8 9 sq. t. ~
\ , ~ / ~ ~ ? ) ~i v , ~ ~ ~ G / j..
~ ~ r l 4 ~ I f A,, ; i % % ~
~ I ~ ~ 4 ~ ~ ~ ~ 1 I i ~ ~ r i I ~
~ ~ 65 ~ 13,136 s .ft 41) l ~ ~ 1 \ ~ / / q 12 6 sq.ft. ~ ? , , / i
~ \ / / I ~ / 1 1,558 .ft. i
/ ~ , ,
I. ~ 1 ~ / ~ i /
\ ~ ~ Q ii
1 ~ ~ / ~ / ~ ~ \ ~ 1 I ~ ~ ~ ~ ~ ' ~ r 1 ~ i r~l , 1 SHEET 2 _ l
66 ~ ~ / ~ ~ / < ~ ,
l i it ~ 1 ~ .
\ -EIP 1 ~ ~ ~ PRELIMlNA ~ , OWNER DEVELOPER: RY EROSION CONTROL STORMWATER PLAN FOR
_ 1 q 1 ~ ~ • ' I ~ ` ~ N 5 3 E ' TWIN SHIP DEVELOPMENT
~ ~ ~ I ~ ~ ~ ~ ~ ROY TRIPP t
P.O. BOX 267
GARNER, N,C. 27529 ST. MARY S TWP. OWNER: TWIN SHIP DEVELOPMENT
x(919) 661-6600 >z;:~ I
~SECTI N..,,r., THOM IATESWAKE CO. NORTH CAROLINA ZONED R-4
50 25 50 1 0 / B 1 959, PG 35 - l r C\l O THIS PROPERTY IS NOT L .OCATED iPd A 2821 ROAD
CV F.E.M.A. 100 YEAR FLOOD HAZARD, AREA. EI 7 6 DATE 10~10~2003 DRAWN RIB JOB NO. ATR AP2
SCALE 1 50 _ PRELIMINARY PLAN 5 0 F.I.R.M. PAN' EL NO. 37183C0660 E FAX 143 SCALE 1" - 50' SURVEYED
DO NOT USE FOR CONSTRUCTION REH DRAWING Ins-ecp ill 1.11 56-0546, 1711.11-677M
REVISIONS PIN
i 1711.11-66-3534
i

, i~~
l r. 1
THIS PRA THIS PROPERTY IS LOCATED IN A
F.E.M.A. 100 ~ ~ ' F.E.M.A. 100 YEAR FLOOD HAZARD AREA. D o
LANDSCAPING/TREE COVER/OPEN SPACE CALCULATIONS: F.LR.M. Pi F.LR.M. PANEL N0, 37183C0542 E A'170N ~ ~ ~~o 100 YEAR :FLOOD- ELEV o z ~
W STREAM 8 m ~ t ~'OR BASIN ~0, I M
" T = 00 SF PER TREE Cb 2.5 CALIPER REES 2 ~ 109 TREES PROVIDED = 21,800 SF ~,,.,..~,,,,.,a.. ~ . FC ~ SITE a .;.260,00 Nq '
= 14 AC. 650 350.80 SF TOTAL SITE .93 ( ) , e NBC d ~ Vp q(
~ PRESERVED AREA = 1.81 AC. (78,843.60 SF) ~ ~ i CURTISS DR ` bw..~..~~~~.,~,,., OF BANK ,,,•.r''"~' 70
~ LESS PRESERVED AREA DUE TO DRAINAGE & SEWER EASEMENTS = 0,263 AC 11,450 SF ~ / „ „w„,,,,,,~,,,„~ +`r `o. TOP
ACTUAL PRESERVED AREA - 1.547 AC. (67,387.30 SF) ~
PRESERVED AREA/TOTAL SITE - 10.36% PRESERVED ~ ~ F PRESERVED AREA = 12,50% CA REQUIRED PERCENTAGE 0 \ / '
~ 12,50% OF 650 350.80 SF TOTAL SITE = 81 293.85 SF , ( ) ~ ~ r ,r w I~ ~ P 0
/ N REQUIRED TREE COVERAGE AREA = 81,293.85 SF / ~ I I o New VICINTY MAP Q' PRESERVED TREE OO ~ IQ ~ COVERED AREA AND (NTS)
21,800 SF OF STREET TREES PROVIDED / N ~ ` ~ ~ I ~ i ~ W ~ w OPEN SPACE AREA ,r`'•'~ IPS '"r ' P~ G
67,387.30 SF OF TREE COVER PRESERVED AREA REQUIRED i ~ ~ - I / / r~ , ~--t--r- Z A RES ~w 1 , ~C, ~ AREA2 0 REMAIN I" J Q~ ,
89,187,30 SF OF TOTAL PRESERVED AREA PROVIDED ~ ~ ` i i ~ I I ---~~Ra~ ~ ~ ROBERT LEWIS CREECH ~ ~II~I y ,e 50 I r I y y85.~ ~ PEORIA P. CREECH ,
RVED AREA PROVIDED. 2 13,71% OF SITE IN PRESE d _y ~ / OPME y W ~ ~ DB 2849, PG 695 AXLE
/ ~ .00' ~.5.+~ + I lAT y ~ JP,
R1 JUNIUS M, PARKER 0 D~ Du~ ~ y y y y~ O ,Y F ~0 ,00 T v0' ~ ,
LINE TABLE C• HOMER CREECH EL AL ESTATE 2000 2446 ~ ~ CQ DB 2826, PG 395 DB 1595, PG 18 NC o EN , 5E ~ y y y W y W ~ • r ~ ,
LINE LENGTH BEARING pN ~ ~ ` ~ ?0.00 RIVATE INANE y N ~ 1 ~ / i E pRA / ~ rn fAr O 0 ~j RIVAL r r , r 6 r~ j ~
Li 4.39 S77'46'05"W ~ P 20 c~l~ i + FEN 2p y J , R Rny 7 y ~ ~ , 6 I I~ I ~ ~ ~ ~ i~"~~ 8'RW
. ~ ~ ~ t ~o•o , ''1 ,57 ~ X90 1 N ? 1
~1 , o I' + E ~o. ~ 6 J 9,000 SQ.Ff. Jy ".s y ! / W / INSTAL. TY E III BARRICADE ; O ID y y y 4' S' S' 32' B-B S 5 4
/ ~ 16 3 45 MIN, F.F.E. o AT E.D.. Oe PAVEMENT. 9,000 SQ,FT. o y y~ y y y :-F.T ~P` STRIP o SEE ..f ~c_, 11 FOR DETAIL. ,
Na o ~ 5 W 70• _ o ~ , 2" I-2 QRS. ~ = 273.65 y y y y T ,3s' I
" . 4 9,000 so.Fr, ~ o ~ so.Fr, o. MIN. F.F.E. y y ~y y ' W y STA. 2Z+7O CREEK COMMONS AVE. a .Q,W,,, ~
• ~ 9,000 SQ.FT. b ~ ~ w p MIN. F.F.E. 273.65 ~ y 2h ~ ~ y N END 2;1 FlLL SLOPE FOR " s' CONCRETE CL s' coNCR F.F.E. y~. y a~°- ~ Rc°~Dw'AV IMPROVEMENTS sioEWALK 2a' co"CRETE B' aec sloEwux ~,..5 I
EIP N 26'30'00" W W y i y ~ 3 ° = 273.65 y y y W W ~ 2 w o• MIN, F.F.E. y CURB 8 CUTTER x, ~m neon !73.65 ~ • a~x oowoHS Aw+lu~ ,F,- ~ ~ x
W i i W J• i •Y 9,000 SQ,FT. 606,82 f t~~,9B P ' 273.65 . ,~,,.°.,r ~ ; TYPICAL RQ+CAIAY SFx11011 WAH SDEWALK _ , a eo~ laol+r a WAY NTS •
r W W W W y i J• W W ~PY' 1 ~ 9,000 Sy.~ I. p W MIN. F.F.E. J • _ ; . . • :^fARa: ,~.b-°_ ~ ELEANOR P. STEVENS ,
i W J• ! AO•W ~Y W i W W p'(W i p W ~ i w W ~S J' i ~ y i' i i i~ 9,000 SQ.FT. o ~ 273.65 L-' ~ :'~'~::.}Q::~Y~. ,..g'fR ...~..y . ~ ~ a HOCUTT STEVENS ,
EIP G~~E ~2~jy ° W o MIN. F.F.E. : . ~ 59 W W 7 ~Y W .A J' .V W W W W ~ y' d• p QC~ . ~ = DB 1807, PG 142 ~ - ..,.~--d~ ~ ~ f ~ BM 1976, PG 243
~ V W W i i W W \ W W\, i ~J' W •Y i Q - 27V.{IV i ~ G~ PI~ESE~VED TREIY o. MIN. F.F.E. E ~ R~ U . . - N f , , I VE A SS' R
~ .y y 4' W •Y y y i ,~W i ~Y W 'Y ~Y W W W W ~V~ 107.9 S~ CbVER`ED AREA AN ~ 273.65 , ~ o ~ M W W y W y W r 'W y W J W W W W y ,,,r~."`~~~'~ M N ~ M a M .
~ OPEN SPACE` ARpA Ii e . ' ` CO W W I W W •Y ~i `h 11 ~ 0:93 ACRES J _ - ~,..fw. ~ _ ~ r CR CO / ...RAMP ~ 1?~~ N ~r / R -:c 1 , .~~q~rw ~ ~ N 3' s' is a-e I
W + W W W .Y W ;•,d• ~ y W J ~tV ~4 W W W d• J P~~ Tfl REkviA~' ~ p y ~ L- E Lf AREA " B ' ~ ~ yd~' ~ c~+ #JATURAL • ..YARO 09~ ~ ..._N83 45~ G ? , Ili , i ~ ~ ~ / untm , B~ _..r;,~r R-2s.oo' STRIP . ~ , • p~4,P L-39.21 27 CP 0 ~ ' `'y 2 I-2
i ~k W W i •Y i i P.. W W ~ W ~Y i •Y i Y rw"~ \ V y/~ , ~,.,,,.,.w J V _ <t " f~ y i W i W / S, y'GP\ yPl i .Y W W W W W ~p~ W i W , ' .l V'.. i ~ 3 2 J a " ~ ~2`~:,c:::.':." R-25.00' 9 029 SQ.FT. m.aiw.
.V d• W ~Y i • rf , W y O W W i W W y y i ~ W W W •Y i W '.y' i'~,,,,w^r . wr: fir,! • ,.r::::.: r .::::~ARD L-39.27 ~ ~ N• aarc nowlm CL
.r ,e+.^•.. y ,WEW app p~§,,BAN y i •Y i ~r •V W .V i i .~@• i W i i y W i i y ' ~ 1~' )Y ~ W ~ - - ~ W i \W J• i i W W W V• •Y W W W W4 r i i i , ~ ~ o' STREW Z ~ MIN. F.F.E. + ~ HAZEL PIERCE COOK slDe~u~~ e" Aec 1 o ~ JAMES R. COOK 2•e'co"CRETE . / , 1 ~ = CURB ~ GUTTER w, uK nape
E ORAI GE EA ~ „ 9• ~ , •.r 72~ X. NA SEMENT = d ~ _ ~ ' J f ~ . 262.00 VSE a DB 1854, PG 437 MUNIFIELD RIDOE OMI[ r CONSIMTA COUIR ~'I ~ BM 1976 PG 243
{7Y r ~ ~ ..r ~ a w ~ ~ r :y .iL6•Q~ i W 'V W ' y W ~ ..F'.. 7 r""r D ~I - • 59.35 ,e . , _ ; _ . - . „ NER ~ ,nom ROAGdAY socnon wrM s J $ } , ~ ~ ~ ~ 06' IMOHr OF WAY NTS ~
: a N _ • _ W _ o '1 ~ 11.06' B DER f 'o ~ '~,s 1 W ~ 10,409 SQ.FT. ,
~ W...-. - rn m o . X12.. cn _ ~r •
t ~ ~56~ ~ ~2 .00 ~s _ 438 "W L~,6.25' ~"'"_J 7200.::..., . N R ~ N i ~ ' ~ ~ i ~ ~ 0,51 14 9 ITE DATA
s R=230.0 -T ~ ~ ~1 z S J i B 245 SF OF OPEN SPACE
1 * qN ~;:4w, H C ..r BEET YA ~ O ~p!-~'' AMP RAM ~:4 •42 ~ 10 ~ N 1 ~ 0 9,000 SQ,FT. , ~ , 28 X' S ~ IN NEUSE RIVER BUFFER - P.I,N. 1711.11-66-5846 ,p,F7• •.a MH NOT PART OF LOTS 1711.11-66-3534
~ 7:71 1 _ ~ / ~ ,o O un 26 R ~ 9,231 SOFT, ` NOT INCLUDED IN OPEN
\ ~ ` ~Y •Y W W ~Y W W W y y y O •,.1 ~ N 0 9,000 SW~f 1. p ,~-r r i J• W R . Ra25,00' ~ cP 11 ~ 1711.11-67-4139 o ~1 ~ ~ ITARY •o , SPACE CALCULATIONS ,,,J o 9,500 SQ,FT. 20 SAN
/ v. y y W y y y R•25,00 '1i / Q U PR RVED TREE y L-11.82' ~ 1 0 av , ~ ~ i i W y ESE ~4~,4` t• ~ a; 1 o p' 10 1 Ii ` EIP -ZONING; R-9
10 / ~ ' ~i i W COVERED AREA AND. i.-'W W 'i ' ~ ~ 2 9,000 SOFT, 1 m J ,31 N -TOTAL TRACT SIZE = 14.93 ACRES - - ,n I I
~ OPEN SPACE AREA-~ ~ o ~ ~ 72' l lS,'Y W W ~r _ y y y 8i~~, l ~ N ~ 9 000 SOFT. 55~ r"- 157 i• W W W 031 A~iiCCS W i W W W N ~S " ~ 13 r ~ g 17,53' ,~2' 143.90' , T o - N0. LOTS = 47 55 .83' I ` ! ER FASEMEN o
~ ~ y W i AR,~A'~,(f REMAIN ~ W , i ~ ~ ~ ' •p ~ 15'2 35 eg, • 8g, 19 - ! {I sEw -AREA IN R/W = 3,14 AC. - ~ w ' ~ y ~ -AREA REQUIRED IN OPEN SPACE = 1.49 ACRES (10.000
" NATURAL ~ 9 000 50.FT. ~ 0 - \ / W 'Y '4 W W W W i W i 1 1 ~ 1 4 ' ~ 2.O I ~o ,I~~ 2 ~ ! 29 W • I ,0`~ , -AREA PROPOSED IN OPEN SPACE = 1.80 ACRES (12.060
/ EIP "/~i i i i y y W y I .Y: ~ ~ N ,32' 0,60' 9 i i i i i ~ 9,100 SQ.Ff, J ~ 42 13 EJ \ 25 a2 ~'S~'1 -AREA IN LOTS = 10.29 ACRES ~W . ; j 9,000 so.Fr.
~ ~ 6T ~ ~ 29.66 U` i i i i / 1 I ~ t~ O, ~ a ~ wN f a~ - I - 19 ACRES I
AT THIS TIME, NO SUBDIVISION SIGNAGE ( 1 J 1,6e ' ~ AT 58 i / t o \ s,5os sa.FT. • ~ o ~ ~ ,y AVERAGE LOT S ZE - 0.2 B ~ ° ~ ~i o ~ -0-`1 -MINIMUM LOT SIZE = 0.207 ACRES
IS PROPOSED. IF SIGNAGE IS DESIRED ~ / / ~ r.:~. 0' A LATER DATE, THE PROPER APPROVALS 471 72.0 i ~ ^ ~ ! -LINEAR FEET OF STREET = N2,516 L.F. ~ ; ,
WI E APPLIED FOR AND r' ~ i \ AND PERMITS LL 8 / ~ ~ a6, 22 vi 23 \ l~ ~ TOTAL DENUDED AREA - 14.00 AC (Incl. Spoils Area) 23 u o.
I OBTAINED PRIOR TO INSTALLATION. ~ ~ ~ 6e, 6' 141 • 9 000 FT. w , ; ~ ~ , ~ ~ ~ V ~ , / ~ ~ ~ a -BOUNDARY INFORMATION FROM A SURVEY BY THIS OFFICE
/ / o1'cr ~ .a ~ 9,500 SOFT. / / 'p ~o W c?~ 9,306 SQ.FT. ~ w a,3os sq.FT. ~ ° / ~ 'L~ / ~ - TOPO INFORMATION FROM WAKE COUNTY TOPO MAP. ~ 30 ~ ,
~ o y ~ / / 3,9 r. ~0 / '1 ~ / ti~ ~ i~ i' ~ -SETBACKS: \ \ o ' a 9,500 SOFT.
' '9' ~ / / r, ~ 15 21
~ ~ / 9 9,437 SOFT, ~ 12,556 SOFT, ~ 24 -t . A 'BACK; 25
.C / 0 ~ ass , ~ . ~ ~ ~ ~ ~irr~~~~~ ~ PS t ~ F ~ \ W CORNER SIDE: 20 r 9 009 SQ.FT. ~ V ,
'0 X59 / s,ooo so.FT. ~ ~9 ~ N h \ ~ ~ ~ SIDE: 10 4 Q
~ / / / ~ f. , o i ; ~ , E R I. ~ / • 31 x 40
~ / ~ / / ~ f G wE I Q 9,000 SQ.FT. SAN•~
/ Z~ p r: p, ~ r \ p, /1 / ~ r~ ~ \ ~ Z ),y~ ~ l ti' ~ \ ~ / I R-2s.aD' % ~ •s , NOTES;
/ / ~ a ~ ~ \ ~A , A ,I j L•Si L-57.80 O / ? y , J:- ~ I ~
' ~ ~60~ 45 ss ` ~ ti ~ 1. TREE PROTECTION FENCING IS REQUIRED PRIOR
~ / / i;•~ v'. A:~ 9,648 SOFT. 1 ~ 11,631 SO. FT. `~6'• ~ p , TO ISSUANCE OF A BUILDING PERMIT FOR THOSE
9,000 SOFT. ~ ~ 'gyp;, p A \ ` ~ ~ LOTS ADJACENT TO THE NEUSE RIVER BUFER,
/ / ' s H/c ~ ~ d ~ 9,000 sp.FT. -IN- IEU ."H ~ 2. PROJECT WILL BE RESPONSIBLE FOR A FEE L
lJ`i0. ~ ~ p. \ .5~~... *,y~ RAM / / 2' / 51.3 ' RAMP ~ s ~ y !.I OF PARKLAND DEDICATION IN THE AMOUNT OF t o
~:;~~;"o 250.00 PER DWELLING UNIT, o , \ ' 15 PRESERVED TREE COVERED $ , ~ ~ e
~ 61A 'V A m ~b ~ o' : / y ° AREA. AREA TO REMAIN NATURAL ti`',~ 33 3. PROPOSED DEVELOPMENT IS CURRENTLY OUTSIDE ~ y AND UNDISTUR9ED 0.31 AC. ;
j \ N J / N' ~ 19 II ~ a A P IH~o ,,f , y TOWN OF GARNER LIMITS. ANNEXATION PETITION . p,~aMP S ~ 9 000 SQ.FT.
~ ~ ~~.~r 9,000 SQ.FT. ~ ~ ~ ' / ~ l~. ~ 9,000 SQ.Ff. o 0 9,000 SQ,FT. 4 ~ ,;f ,c,,, y WILL BE APPLIED FOR. 4' r y
i / tT 4 / ~ ^ ~ ~ i f/i ~ t, 4• PLEASE REFER TO PLAN SHEET 5 FOR LANDSCAPING. Y; ~ v . y / °
L i 0 / ~ 0 18 cp. , ' \ y , ALL PROPOSED LANDSCAPING SHALL BE INSTALLED / \ , ~.e
~ ~ s ~ , . 9,000 sQ,FT. , - ~ y AND MAINTAINED IN ACCORDANCE WITH THE PLANTING ~o~ ~ rn.:, 34 \ y MANUAL FOUND IN APPENDIX E OF THE TOWN OF
~W~: ' y y r0' AUBREY BURTON JENKINS, JR. GARNER'S LIDO.
: - > 43 \ 9,000 SQ,FT• y ~ DB 6896, PG 356
/ ~ ~ ~ a u' lr ~ ~ / , / ~ 9,000 SOFT, ~ . ~ 0 ~ 5. FOR STREET YARD PLANTINGS SEE SHEET 5. p .0.. ~ y y
S a~` \ y 6. APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS
h / ~ HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE V h
X63 _ \ ~ CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE TOWN y
/ v v"p R 200.0 . "°'"'l ~ / ~ ~ o 35 ~ OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL. ` \ y
. . ~ 9,000 SQ.FT. C~ € \ y 7, ALL RE UIRED PERMITS SHALL BE OBTAINED PRIOR TO
;T; ~ Q I ~ y CONSTRUCTION OF IMPROVEMENTS.
/ 9,915 SOFT, . 4:'::.:......
` ~64~ ° 36 ~ i / ti• ~ o~ I 36 \ y
/ - 1 9,000 so.Fr. 9,000 s4.FT. y ZONING CONDITIONS:
~ ~ y
~ o. 41 s.y 1. ALL PERMISSIBLE USES SHALL REQUIRE A CONDITIONAL USE PERMIT. I o.
V / O N 2. THE DVELOPER SHALL COMPLY WITH ALL GREENWAY AND STREET y ~A RIGHT-OF-WAY DEDICATION AS REQUIRED BY THE CENTENNIAL LONG
n ~ / / ~l 13,x66 so.FT, ry, N ,J 37 y ~ Rp 6 ~~`1,Q~;..•~••..,~~iy'~., RANGE PLAN, 2005; THIS INCLUDES CONNECTING JOHNSON STREET
~ J / ~ 40 ri 11,357 SOFT. y,~o F~ Oy ; TO THE SITE AS A POSSIBLE ALIGNMENT FOR THE NC 50/BROUGHTON
/ h 39 ~ 38 / ~ ~iS- ~ ~ = T RP MAP. dS, 4 t~ < ~ STREET EXTENSION AS INDICATED ON HE CL
/ 12,022 SOFT, 10,523 SOFT, / 10,294 SOFT. i y SEAT. _ 19793 y s
/ , / W ~ y fa , a••'~~;
(r W 9 SHEET 1 ti • ~ CUP-SB-04-02
X66 ~ ~ - - - I-- ~ 6 t ',If'' , , ~ Y 1~ ~
TPA. ~ ~ 6 i r f~ I
i W i i W W y y W i •Y y y y ~ ~ G6' 3~.44'~ ' i i i 3 5'i i 88.3 SI y
EIP i 34.f~2 9 . - - - - - - - + ~ + E C M
N 8517 45 W 345.50 OWNER DEVELOPER:
^ 1 / ST• MARY'S TWP. OWNER: WILCO PROPERTIES WILCO PROPERTIES
I /Utf I KAWI(:K KUAU a
SCHOOL ACRES SECTION 2 SUITE 209 THOM IATES WAKE CO. NORTH CAROLINA ZONED R-9
50 5 50 1 0 BM 1959, PG 352 15' PRESERVED TREE COVERED 1 153 LL `5P 1 ' ~ROAO C °7504 DATE 04/15/2004 DRAWN RLM/RIS JOB NO. E04-005
AREA. AREA TO REMAIN NATURAL STANDARDS THE TOWN OF THAT GARNER APPLY TO HAS SINGLE SPECIAL FAMILY DEVELOPMENT RALEIGH, N.C. 2760 HOLLY''°'SPR>thIGS,,hI,o8
AND UNDISTURBED (0.31 AC.) PLEASE REFER TO SECTION 6.8 OF THE UNIFIED FAX: [phone] (g FAX 5 9 1g~ 19) 5 57747,JD609 SCALE 1" = 50' SURVEYED REH DRAWING AP3-SITEc I
1 SCALE 1 „ 50 I DEVELOPMENT ORDINANCE 711.11-66-5846,1711.11-67-4130 REVISIONS; 5/25/04 PIN 1711.11-66-3534 °
i
19 _ F

, - . ~ ,.,,,..~.-,.~..M,...~..~ )i
ti i ~ ! I , „ / lI1~ i
' r f ~ P ~ ' , ~ E TABLE ~ ~ c~ _ , , ~
/ ~ _ 100 YEAi~ FLOOD , ~ , LINE LENGTH BEARING D ,~o YEAi~~~ FLOOD ELEVATfi6N - ~ ~ ~ ~ i ' ` 1 Lt - 4.39 S7T46'05"W o Z w~~~
~ b - ~ _ FOR._.BASIN _ 34,-. BA$IN_ 34,-STRf'~M 8 / , i, " ~ M
~ ~ ~ _ 260.00 ~ ~ _ - 60.00 ` ~ F ~ SITE . , , I, I ~ ~ q Ir N i a~ ~ q~
NOTE: ~ % i ti _ 7~ s I I' : D
DETAILED CALCULATIONS OF THE 100 YEAR FLOOD .'i t ~ RTISS DR ~ CU 70
ELEVATION FOR LOT 1 THROUGH 7 WILL BE VERIFIED ' , ~ . ' r i ANK , ~ , i
AND SUBMITTED PRIOR TO CONSTRUCTION PLAN ~ ~ 0P TOp ' OF APPROVAL, % ~ eA~ _ , 0, ' - , - 50
" ~ ~ ~ 1 , ~ i III - _ ~ I , J , ~ ~ I ~ THIS, PROP IS LOCATED IN A ' III ~ III ._J III III Mw~ ~ r i 1, ~ t
' 1 , F'.E.M.A. '100 R FLOOD HAZARD AREA. , ~~'ai?
j i ,i I W D: r U1 W ~ PRESERVED TREE C7 F.Lr~M•'=P EL N0. 3718300542E VCINTY MAP ~P~O Qo ~ COVERED AREA AND ~ u / ~ Q~
~ ~ , ~ 1 W ~ Z~~ I~j OPEN SPACE AREA n/ t Ir (NTS) ~ w ~ ~ Z ~ ~ oa5 acRES IP5 ~P
' ~ ~ Zt^ ~ .1 m , , i Q~ AREA TO REMAIN ` NATURAL I t I Q
. /i / ~ ~ 1 r~ j~ ~ I ~ 1 . ~ I~ ~ r. / ~ I .ROBERT L6WI5 C'RE CH 50 ~,II~II~ /
- - ~ ~ , , ; I ~ / ~ ~ r FLORIk A CRE H
j' ~ ; r ~ ~~~~~UNIUS M, PARKER t10N " 1 ~ ~ ~ r OB 2A~49, PO 95 AXLE MBINA ~ ~ , , I
~ ! TAT 0 44 MB~~ I ! ,r E E 2.Q.0 2 6 ~ j' DB 1595, PG 18' _ ~~C / ~ i % ~ ? ~ N C4 ;
~ ~r ~ ~ C, HOMER C EECH ET. AL. ; ~ ~ ~ ~ ~ ~ ~ti,~ E.~S ~B~2 ; /
SE RIVER DB 282 , PG 395 , ; ~ _ . _f~~ R1dA1E 0 AREA OF NEW CREEK ALIGNMENT AND NEU ~ Sint E pRAI ,`.C ' ~ . ~ j;l " Ei CONSTRUCTION SEQUENCE _ _ u, 4. Y © r ~ I 5 R~~ 6 i
ADWAY ENCROACHMENT. i 1 ~ _ ~ + t ~~j 16 QJ 1. OBTAIN GRADING PERMIT FROM WAKE COUNTY.
RIPARIAN BUFFER RO 57 . , ~?o „E ~ ~ ~ 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FOR A W . u, / 3 'i / PRE-CONSTRUCTION MEETING,
CURRENTLY UNDER DWQ REVIEW. PRIOR TO APPROVAL - , ~ !r ` _ • 5 , _ ~;y ~ / ~ 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.) , ~ y
0 COS : , ~ ~ ~ F N TRUCTION DRAWINGS ALL APPLICABLE - f ~ , , d.~ t~ CL INTX CREEK COMMONS AVENUE cfl 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED, ~ f 6 - - ' ` \ Q~ CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A y ~ w ~ , , ~ & PROPERTY LINE
UMENTATION WILL BE SUBMITTED TO THE TOWN ~r-~R~ER~ ~ , _ 2 v _ _ _ IN:-F.F.E. IPS ` CL STA. 21+51.79 L-1 ~ CERTIFICATE OF COMPLIANCE. ;
OF GARNER. ~ ~ ~ ~ _ , . F F.E. , ~ ; S. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CON5TRUCTION. _ s 273.85 to -•p 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE,
1 ~ ~ /T M . '~F,F.~. '/5.65'' ; ~ J ~ DIVERSION DITCHES, CHECK DAM, ECT.) , ~ ~ '~t STA. 21+20 CREEK COMMONS AVE. 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION,
eo EIP . i n ~ ! 1 m s 2 e, = 273.85 , N 26 30 00 W I ; ( ~ DURING CONSTRUCTION ~ 3 MIN ~f.F.E. : 'i ~ 'w~ END 2:1 FlLL SLOPE FOR B. INSTALL GRAVEL DONUTS AS NEEDED. N
} 606.52 PROTECT THE EX. V 4 i ~ ~ w J. = 273.85 1 ~ ! ~ 2~+ ROADWAY IMP ENTS .p 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION,
. i j CHANNEL DOWN~TREAMS ~ P ~ _ j WITH ROCK CHECK DAM. ~ rr , ~ Q ~ 'f ~ 1 ' 0 ~ ~ ~ ~ ! ( W SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION. YP~ z{+ W 4 ` ELEANOR ~P. STEVENS 1
o. ,Y w~-~ v. ~ MIN: "F;F.E. ~ ,f i' ~ a - ~ r , , ~ ~f I i ~ „ 2~i ~ MIN. E.F:f. f" 1, ' , ~ s ~ HOCUTI' STEV~NS SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND , ~ . t, ' t 42 ' ION CONTROL DEVICES S®ING SgiEDULE,
/ - ' ~ W ~ ~ ~ ~ w w w . -u .,~~w . ~ = 273.65 ; - $ 59 J w ~ . ~ ~ F y P z ~ ~ \ ~ ~ \ DB 1 BOJ, PG ~ DETAILS ON EROS N ~ ~ ~ I \ 8M 1976, PG 243 ~ SEEDBED PREPARATION AND ADDTIONAL CONSTRUCTION
2 ~ ' i 7` ~ ~ =,-2`13.65 N~~ ~ E Pw Y'~.~- ~i.,. w ~ 1 y 4~ ~ . • . r . _ ~p ~ ~ 't i ~ SEQUENCE INFORMATION.
Y . yl r, - L ~ Q v. , ~ W ~ - y QA . , y. ~ w ~ 273,85 . te+ ,r " ~ H~ ,RAM ~ V t ~ r MP ~ r , \ ~ \ `fi
w ~ W w w w w /,~'d' t~ W ~y y 1. ,y y' ,f0 I N / A~ ~ N - r N ( ~ EX. 2 cP w FES ~ y a. ~ ~ ~ . w ~ ~ w ~ ~ ~ v 'W w - I ~ ~ .~1 ~ ~ EROSION CONTROL NOTES I
r56 ~ , ~ Q 't u 1W I OUT 289.20 ~ t~ w ~ >L P~ ~ w ~RE~: ~~e+ ~ ~ ~ ~ , . ~ i , PUB ~ ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
'y 1~,.., R ~ y EX. 80 RCP W/FES / 'P ~ ~ ~ ~ r2 9 ~ ~ 6 w w r^~w w., .y:~-tq . w , ~ ~ w i ~~!i Y~ , • ~ - PI Q ~ `tP: ~ i ~ BE ONFORMED TO DURING CONSTRUCTION, i
INV, OUT 28 .8 a ~ ~ d ~ tk ~ / o " Q ~ ~ ~ ~ ' ~ \ ~ ~ ~ ~ ALL AINAGE STRUCTURES AND PIPES SHALL CONFORM , yo"~ ~ i l ~ ~ 0 THE STANDARDS AND SPECIFICATIONS OF THE
~ N~Mt'toP i'-' ~ ~ P i ~ - ~ 1 e ~ _y.~....,~ w w t' may, ' w i 'J~ - ~r w ~ ~ w~" 1 - w w A N , , A ~ ' ~ y OWN OF GARNER.
E D ES Op ~ ~ j - X4100 W= ~ - , ~ ~ ~ ~I~. I ~ PLACEMENT LOCATION AND QUANTITY OF EROSION CONTROL ~ USE ; ' ~ * 26 - - R l ; I l / DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER
0 I~ _ _ L - - - - - ~ ~ _ ~ ~ .r y V~"' , ' _ _ ~ a i I ~ SIN ~ I ~ !I R i i j ~ HAZEL PIERCE COOK CONFORM TO EXISTING FIELD CONDITIONS IF APPROVED BY
I NT ~ ~ ~ ~ I ~ ~ ~ B ~ I ! 1 ~ JAMES R. COOK THE ENVIRONMENTAL INSPECTOR OF THE TOWN OF GARNER, _ - i• ~ ~ - ~ ; 1 , DB 1854, PG 437 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
r; . ~ , r i ~ ~ _ ,.+00 N ' x 00 ~ ~ 4 ~ , I PG 243 TION. M 1976 NSTRUC
3 q 4 ~ ~ I g W ~ ~ . ~ _ _ ~ ~ - 4~ ,1,. ~I ~ ~ I ~ B ~ TO THE START OF CO - ? L. ~ ; ` ~ i CONTRACTOR SHALL VERIFY THE LOCATION AF ALL EXISTING \ ~ ~ ~ , i 1 UTILITIES ABOVE AND BELOW GROUND PRIOR TO THE START m s• ~ ( )
96:03' r - r.T~[c , 152,01 ~ $ I YARD A ~ ''I OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE ~ ~ \ X45 ~SF ~ F OPEN SPACE PROPRIATE
- 1~ i ~ i H _ 1~- 2 ~ ~ ~ ~ X. S ~ ~ ~ IN N~~, LISE RIVER BUFFER ~ RELOCATION OF ANY UTILITY CONFLICTS WITH THE AP ~ ~ CV ~ UTILITY AUTHORITY.
N N . 1, ~ ~ ~ MH ~ N~4T PART't,OF LOTS TOPOGRAPHIC INFORMATION SHOWN IS FROM A WAKE COUNTY
2 ~ ~ ' ~ R ~ ~ ' TO BE FELD VERYFIED. 1,. ~ ~ ~ I';,, ,NO~ IN~LU~ED IN OPEN TOPO MAP, AND NEEDS
1 ~ ~ ~i ~ e, ~ ; ~ 2~' ~S , I ~ ~ P ~CE ~ AL~ULATIONS > > i ~ ~ ~ ~`,,_II I A ~ 1 I I EIP
~o ~ i ~ ~ ~ ~ r~' ~ I ~ Y i ~-PRESERVED REEr , ~ 12 T I ~ ~ ~ ~ e' - 1 PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS ,
r' v~ a ~,~r I I ~ ` l,. 'io C©yF~ AREA ~AC1D~ o _ - ~ - T~ 1 ~ ~ O ~ i (i 11 i I it ~ ~ ~ •p o I I r I i FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION '
,r y. ~_.-y.~PEN ~fwA6E~,.AREb~~, w , ~ w i ~ , _ ~ ~ I 1 _ ~ ~ ,y Q J~ I ~ ~ 0 1 A RED` w. „ , - ~ AREA T ;-RIs~AIN, ~ , ` w N I ' \ I ~ MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
cr , ~ `v,~ ~ ~ \ f(P , ~ - ~ NA ORAL ~ ~ . ~ ~ ~ - _ _ ~ J . , ~WE~? • J ~ ~ - ' ~ MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO `y `I ~ ~ ' h FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL ~ 1. ~ j ' •P w a , r1,
I ~ N ' ~ . I SHALL 8E USED WEIGHING LESS THAN 100 POUNDS PER
8 ~ i ~ cn ~'1 CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL I I ~ i~ I ~ , ~ ~ ~ SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
~ - ~ ~ ~ , - 57 ~ - I ~ ~ i FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12 ! ti~• ~r~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
o _ i' ~ _ ~ ~ ~ ~ , COMPACTED TO A DENSITY OF 100% MAXIMUM STANDARD
~ _-___---j-.. 23 ~ 14 ~ 22 ~ ~ ~ ~ I ~ PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD 's
' ~ 1~ • , , , \ ~ T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND { ~ ~ 1 ; ~ ~ EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF
~ ~ ~ ~ - , ~ ~ - i , l I Z ~ 1 CURB, COMPACT TO A DENSITY OF NO LESS THAN 95X \ I I a I, OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
/ \ _ _ ~ f 1 ~ ~ , I ~ \ t I f I. ~ DETERMINED 8Y AASHTO METHOD T99. FILL MATERIAL
I . ~ . ' ! ; ~ ' SHALL BE PLACED IN LIFTS OF 8 OR LESS OF
~ ~ i _ ~ I / ~ • i I UNCOMPACTED SOIL. ~ ~ ~ ~ , 1 4 ~ i I I ~ I ~ OTHER FILL MATERIAL SHALL BE COMPACTED TO A
-4~ - ~ a ~ / ~ ~ ~ i I ~ IPS ~ DENSITY OF NO LESS THAN 909: OF THE MAXIMUM I - ' I ~ STANDARD PROCTOR DRY DENSITY AS DETERMINED ~ ,
N ' ( ~ ~ e % 1 1 ` I ,I 1 ~ , 11 \ H T99, BACKFILL MATERIAL SHALL ` A ~ ~ 1 ~ \'`i, BY AASHTO MET OD I
~ I ~ o i j 1 3 ' 40 BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED ' ~ I I ` ' EX' SEWER SOIL.
~ N. i ~ ~ ~ SA I I ESMNT. ' , r
~ ~ ~ ~ ~ l Z A C,
\ ~ a. o , ~f ~ I I 1 ° ~ ~ y . ~ ~ I
~ ~ ~ ~ . l ~i ~
't . ~ , ~ ~ , _ _ ~ ~ S~ ~ h p; ~ ~ y y 1 ti , ~ti ~ 32
\ , ~ .0 ~ _ ~ , . I ~
~ ~i I ~
~ \ ~ i I ~ ~ 1 ` ~ i ~ w ' I 91tlIP NOTE.' J / r ~ I to°aaa Nx~lt
, ~ ~ , , ,,~1 'L . ~ ~ l + i;f~,Q '?P ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND x ~ ~ ~ ~
, f ~ w ~ t~ 17 I i ~ f 3 ~ l ~ ~ ~~'y.>•••. ~ WHERE APPLICABLE. ~ / ~ , y,; ! ~ e~ ~Q _ ~ 1,~ SPECIFICATIONS OF THE TOWN OF GARNER
_ ~ ~ o 19 i • r ~ ~ , ~ ~.•••OF~ "~I~'•~' ~ ~ ~ ITV OF RALEIGH / ~ , i ~ q ; - ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE C ~ ~
~ ~ ~ , Y~~} ~V ~ a ~ ~ V'r 'V ~ i ~ I w ~ I ~ r STANDARDS AND SPECIFICATIONS, _ SEAL
• " r ~ ~ ~ ~ ~L~ ~ ~ ~ ~ ~ ~ t ~ ! i 19793 = PRIOR TO CONSTRUCTION, i % ~ - ~ i' i' % i CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
,.e. ~ / ~ e _ 18 p t i i ~ ~ t^~ 'yam IGH - , ~ l / ; ~ Q ~ ' r - / i ~ ~ ~ 1 1 s ' -'Q ; AT N A80VE AND BELOW GROUND OF ALL j ~ ; ~ , y ,•'tiC ~ ~ CONTRACTOR SHALL VERIFY THE LOC 10 ( J
G- i I X , ~ p ~ I / ~ ~ l ~ ~ ~ ~ _ ~ ~ ~ ~ I N IN T IF NECESSARY , ~ ' 34 ~ / ' ~ ; ~ EXISTING UTILITIES PR10R TO CONSTRUCTION AND COORD A E
~ / , ~ r r ~ 1 / k~eREY B TOWJE S, JR. <<, LL THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORTY.
~ ~ ~ 9~ 1J (f _ ~ ~ r Sl \ ~ ( x ~ / ~ ~ 43 ~ ~ ~ , ~ 1`- ~ r' i j De, 89 , PG 56 G~o~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO
r- ~ F 11 ` y I f ~ _ ~ ~ i ~ ~ ' ~ ~ ~ MMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL BE APPLIED FOR l r r ~ i S~I2K CO f 1 ~ ~ ~ °Y AND OBTAINED FROM WAKE COUNT.
.i y / / f ~ ~ NOTES:
l~ ~ ~ ~ I / I , NTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND lNE CITY OF CO y 1. APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
\ ~ I ~ r HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE CONSTRUCTION, ALL WATER AND SEWER CONSTRUCTION SHALL BE AS PER
fi ~ r CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE TOWN CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. OF GARNER PRIUR iU CONSiRUC11UlJ DRAWING APPROVAL,
42 ~ ~ ~ r I ~ I ~ I i' i `
~ _ , r f" " , ~ 2. A MAINTENANCE PLAN WILL BE DEVELOPED FOR ALL BEST ~ / ` ~ ~ 1 ~ MANAGEMENT PRACTICES BMP's INSTALLED TO ACHIEVE LOCATJON, QUANTITY, AND PLACEMENT OF DRAINAGE ; ~ ( )
~ \ ~ ~ ~ ~ - ~ NITROGEN LOADING AND OR FLOW ATTENUATING REQUIREMENTS ~ ~ ' l PIPES AND EROSION CONTROL DEVICES MAY VARY
1 ~ f 64 ~ / ~ \ i _ I / i I ~ , ` + ~ % " ~ ~ ~ ~s--' AS PART OF THIS PROJECT INCLUDING LEVEL SPEADERS. ;i ~i / TO BETTER CONFORM TO FIELD CONDITIONS.
~ I l ~ , r~ I i r ~ ~ ~ ;
~ ~ f I i , ~ G / ~ _ i ~ ~ , l , r r ,vl ~ ; ~ / l wj ~ i' SITE DATA OWNER DEVELOPER:
I ~ ! ~ r ~ r r 1 r , NOTE. ~ O r~ r ~ r j WILCO PROPERTIES
i ~ ~ ! ~ iV ~ ~ ~ ~ ~ ' i / N / aj w ~ - P.I,N. 1711,11-66-5846 WHEN BACKFILLING UNDER A UTILITY LINE, N ~ 1711.11-66-3534 1708 TRAWICK ROAD PLOWABLE MATERIAL SHALL BE USED.
~ 37 w j ~ ~ 1 ~ i 1 ~ i / ~ % X65 it ~ l w~ y ~ ~ SUITE 209 1711.11-67-4139
~ f ~ / ~ / , ; ~ ~ i 40 i r fw ~ i` iy RALEIGH, N.C. 27601 j -ZONING; R-9 PHONE: [phone]
`v ' , 38 j ~ i ~ ~ ~ ~ i 9 j j 1 ? ~ , i ~ ~ ) /a ~ I -TOTAL TRACT SIZE = 14.93 ACRES FAX: [phone]
t i ~ a y ~ ~ ; ~ , ~ i ~ ~ ~ ~ , , ,w i ' w ~ ~ ' - N0. LOTS = 47 ;
~ ~ i' j I~ i ~ i i ~ ~ 4 ~ ! ~ i~ - - 14 AC. ` i I , AREA IN RAW - 3. i ~ / I _ SNE~ 2
/i , ; -AREA RE4UIRED IN OPEN SPACE - 1.49 ACRES (;(f P-SB-~4-~2
\ ~ 1 f ~ ~ t I X66 ~ u. - ~ LEGEND -AREA IN OPEN SPACE = 1.80 ACRES i ~ / -AREA IN LOTS = 10.29 ACRES
~ / r / j ~ / ~ i i„ j ~ ENERGY DISSIPATOR -AVERAGE LOT SIZE = 0,219 ACRES
1 ~ w m w w~ w w w~ y w i w w~ W w j w ,y~ y/'~ ~ ,N w,~~ 1 I Ui l 11 l ~ ~ ~ ~ GRAVEL DONUT -MINIMUM LOT SIZE = 0.207 ACRES
w `J' w wl •Y / ~ ' ~ i _ _ _ ~ _EIP w ~ ~ ~ , i i . ~ n ~ ~ ~ i E ~ ,I PROTECTION -LINEAR FEET OF STREET =2516 L.F.
~ ,45 W ,%34~ . ~ ~ N $5 ~ I ! ~ ~ ~ I - , . i ~ ~ SEDIMENT BASIN -TOTAL DENUDED AREA ~ X14.00 AC (incL Spoils Aroa)
- ~ , ~ - ( ' ' I Y HIS OFFICE ~ I -BOUNDARY INFORMATION FROM A SURVEY B T 1 ~ CURB INLET ST. MARY'S TWP, OWNER: WILCO PROPERTIES
1 ~ ! n ~ ~ Z'~ 1 ~ i~ r ~ l l del 6 . ~ . ~ • ~ - Tnan wFnRMATION FROM WAKE COUNTY TOPO MAP.
y6 ~ ~ . NORTH CAROLINA ZONED R-9 ~ WAKE CO
SGHOOLECTIGNACR~S 2 %S FLOW DIRECTION - SETBACKS: O FRONT;25' THOMPOW, CIATES ~t .L S#t A tN( ROAD
5 5 50 1 0 7 8 1959, PG 35` Q -X SILT FENCE BACK: 25 153 ! 4 15 2004 DRAWN RIS JOB NO. E04-005 04/15/2004
15 PRESERVED TREE OVEREp j i 00 HOLLY SR"GS•,,-N:C 7504 DATE C (9b9}57 r '0tl0
AREA, /AREA TO RE NATU L. S. - TREE LEVEL SPREADER PROTECTION FENCE CORNER SIDE: 20 - A SIDE: 10 FAX'9'~~d~ 577-j6609 SCALE 1" = 50' SURVEYED REH DRAWINg: AP3-maeegrode
SCALE 1"- 50 AND UNDISTURBED (.3 1711.11-87-4130 1711.11-66-5846, REVISIONS 5/21/04 PIN 171.11-ee-3534
d 1 i ~ j ~
a 3

1 i i
i
k
STORM DRA SCHEDULE STORMWATER MANAGEMENT FOR STROMWATER RELEASE POINTS f E
PIPE TYPE SIZE LENGTH INV. IN INV. OUT SLOPE D.A. Q10 V10
A RCP 24 N44' 275.70 275.40 0.68% 4.89 ac. 17.33 cfs 6.47 fps FOR THE 7 YEAR STORM EVENT USING THE i r
B RCP 18" N105' 276.40 275.80 0.57% 1.39 ac. „ RATIONAL METHOD: Q= C x I x A C RCP 15 N24 276.80 276.50 1.25% 0.16 ac. ~ ~
D RCP 15" N27' 276.70 276.50 0.74% 1.15 ac. I
1 2 3 4 5 6 7 8 E RCP 15" N67' 277.60 276.80 1.19% 0.75 ac. DRAINAGE RUN-OFF INT N I 9 10 11 I
„ RELEASE POINT E STY FLOW Q,Po~c Q~P09t FLOW TO BE REQUIRED Q~Po~c STORAGE F RCP 24 N27 278.00 275.80 8.15% 3.37 ac. plpE AREA (AC.) COEFFICIENT (IN/HR) (CFS) DETAINED CFS STORAGE CF DEVICE GE EFFECTIVE Q MAX. ALLOWABLE Q SIZE OF HOLE IN STEEL PLATES ,poll ,PG~t NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR
# ( ) ( ) E STORAGE (CF) OUTFLOW (CFS) ®END OF DETENTION PIPES (IN) WITH 0~ SLOPE. PLACE MATTING. LEVEL SPREADERS
G RCP 24" N42 281.70 278.20 8.33% 3.25 ac. A 2.73 0.55 4.46 6.70 - - - - s.7o - TO BE CONSTRUCTED AFTER SILT BASINS ARE
H RCP 15" N28' 283.70 281.90 6.43% 0.36 ac. „ „ M 6.02 0.58 4.18 14.59 7.36 3,034 (2) 60 CMP ®78 L.F, e~ ® 78 L.F, each 3 062 7.23 - REMOVED AND DITCH LINES ARE STABLE.
I RCP 15 ^'52 286.00 283.90 4.04% 0.18 ac. LEVEL SPREADER TO BE OUTSIDE NEUSE RIVER k
J RCP 18" N106' 289.00 281.90 6.70% 2.45 ac. TOTAL 21.29 CFS 19.63 CFS TOTAL 13.93 CFS BUFFER AREA. i
K RCP 15" N29' 290.20 289.20 3.45% 0.40 ac. I NATURAL GROUND SLOPE 50' FROM s
L RCP 15" N98' 296.00 289.20 6.94% 1.14 ac. BANK OF STREAM (STREAM BUFFER)
M RCP 30" N36' 265.90 265.70 0.56% 6.02 ac. 20.92 cfs 6.62 fps
N RCP 24" N89' 272.60 266.10 7.30% 3.17 ac. 1. RUN-OFF STORMWATER WILL BE DETAINED AT THE OUTLET „ OF PIPE M. i
0 RCP 15 N 175 279.20 272.80 3.66% 0.17 ac. FIBERGLASS
P RCP 24" N27' 274.20 272.80 5.19% 2.87 ac. 2. AT THE OUTLET OF PIPE M A JUNCTION BOX WILL BE i MATTIN s R. - - - - - <109' '
R P " N INSTALLED. THE (2) 60" CMP'S WILL RUN OUT OF THIS BOX IN A Q C 18 95 275.70 274.40 1.37% 2.55 ac. ~ , „ 26 DRAINAGE EASEMENT. EACH OUTLET OF THE 60 CMP S ~ 0.6- -
R RCP 15 N16 276.50 275.90 3.75% 2.12 ac. HAS A STEEL RESTRICTOR COVER PLATE. MIN. 6.,1 i
S RCP 15" N22' 277.50 276.70 3.64% 1.69 ac. WITH A 13.70 INCH DIAMETER HOLE TO ENSURE A MAXIMUM i
T RCP 15° N 18' 277.90 277,70 1.11 % 1.26 ac. ALLOWABLE RELEASE RATE OF 2 x 3.615 cfs = 7.23 cfs. ( ) BURIED ~ 6" MIN.
U RCP 24" N29' 266.30 266.10 0.69% 2,77 ac. 3. THE REQUIRED STORAGE CAPACITY FOR THE PIPES FOR THE 1 YEAR i
V RCP 24" N51' 271.50 266.50 9.80% 2.51 ac. 6.87 MINUTE STORM WERE CALCULATED AS FOLLOWS:
W RCP 1 " N24' 27 .0 71.7 1. % .34 7.36 cfs x 6.87 min. x 60 min./sec = 3,034 cf 8 2 0 2 0 25 2 ac. i
X RCP 18" N116' 276.30 272.20 3.53% 2.08 ac. 4. THE REQUIRED DIAMETER FOR THE OUTFLOW WAS CALCULATED AS VARIES VARIES
Y RCP 18" N61' 278.80 276.50 3.77% 1.96 ac. FOLLOWS: 3
Z RCP 18" N66' 284.00 279.00 7.58% 1.83 ac. /8 Qxn TYPICAL SECTION OF LEVEL SPREADER
' Al RCP 15" ^'24' 285.00 284.20 3.33% 0.15 ac. REQUIRED PIPE DIAMETER; D = 16 CONSTRUCT TH LEVEL LIP ON UN ISURBED SOIL TO
81 RCP 15" N 124' 291.00 284.20 5.48% 1.34 ac. 3 E D 1 UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH
1 RCP N 294.50 291.20 3.30% 0.90 ac. / C 15 100 3.615 c f s x 0.013 8 OF THE SPREADER. PROTECT IT WITH AN EROSION-RESISTANT MATERIAL, SUCH AS FIBERGLASS MATTING, TO PREVENT
„ N ~ D = 16 x D1 RCP 15 24 295.00 294.70 1.25% 0.45 ac. EROSION AND ALLOW VEGETATION TO BECOME STABLISHED. L
„ N 0.005 E1 RCP 15 78 294.30 291.20 3.97% 0.18 ac. THE MATTING SHOULD BE A MINIMUM OF 4 FT. WIDE EXTENDING ' 6 INCHES OVER THE LIP AND BURIED 6 INCHES DEEP IN A
VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE ~
D = 13.75 in. ~ USE 13.70 in. SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE
ENERGY DlSSlPATOR SCHEDULE STAPLES AT LEAST 12 INCHES LONG.
STEEL PLATE ® END DISSIPATOR OUTLET V10 a W 050 STONE MIN. LINING of so" cMP's
FPS (FT.) FT. SIZE IN. THICK. IN.
Q Q D1 6 6 18 CLASS 'B' STONE LIGHT A (24) 6.47 12 ( )
r DISSIPATOR
D 1 6 18 CLASS 'B' STONE LIGHT o 0 2 M (30) 6.62 20 5 ( ) ° ° ~ m
USE SPECIFIED STONE FOR EROSION CONTROL ~1-NATURAL GROUND
PLACE DI5SIPATOR AS PER DETAIL SHOWN ON r
EROSION CONTROL DETAIL SHEET 11 WITH REQUIRED UNDERLINER ^o ^o
~ ~ co
a, ~ II o ~ ~
CUSTOM SEDIMENT BASIN SCHEDULE
II o ~
SEDIMENT DRAINAGE WEIR LENGTH LENGTH WIDTH DEPTH EFFECTIVE ~ ~ W ~ W
BASIN N0. AREA AC. FT. FT. FT. FT. STORAGE CF ~ I_ U J Z
1 4.98 12 66 34 5 8,976 ~ _ • , 272 - - ~ - - ---t- a ~ - - . - i - - 272 N ~ Q cD Z ~
2 8.34 14 80 39 6 15 600 ~ ! t _ ~ F_ k_1 ~ ~-1 y i ~ t f-~- --i-~ II W F- U Z
~ ~ _ 270 W
BASINS TO BE CUSTOM BASINS. 270 ~ ~ ~ T T CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED ; ; ~ ~ ' i. - ! _ : ~ _L__ ~
INSPECT BASINS AFTER EACH RAINFALL EVENT ~ i I i I I ~,__I 268 I-- aa, ; . -I. I r__. ~_-i _ ~ 268 NATURAL GROUND
DEPTH INCLUDES 1 FOOT FREE BOARD VARIES
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED - ~__r_ ~ ~ _~..I i _.1_'~~~~`~_~~' 266 I - _Mi ~ ~ -r--+- t-°-r_ . . _ ~--..4. -
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO ~ --7 2ss ! i LEAVING THE CONSTRUCTION SITE --1 r ~ ,
FOR DETAIL SEE EROSION CONTROL DETAIL SHEET 11. _ ! I _ 264 - - a - ~ - ~ ~ ~ ~ j I a ~ 264
I I PLAN VIEW OF LEVEL SPREADER
-1---t- I , , W/ SLOPES < 10X
262-; ; ~ ~ ~ ~ ~ , i ~ .2 I ! CURB INLET SCHEDULE I ~ ' ' _ . ~ _
~ ~ a 1- ~ t ! r. i _ ~ ~ CI~j1 STA. 13+62 16' LT. CREEK COMMONS AVE. CI#13 STA_20+71 16' LT. CREEK COMMONS AVE. CI~J25 STA_20+50 14.5' LT. MUIRFIELD RIDGE DR. 2601- ' ! i- ~ I }--I u•-; ~ ~ 260 PROPOSED LEVEL SPREADERS FOR RELEASE POINTS
CL ELEV. = 283.91 CL ELEV. - 271.90 CL ELEV. - 283.53 ! ~ ~ ~
LB.O.C. 284.12 T•B.0•C. = 272.08 T.BA.C• = 283.74 _ i . ~ L ~ i _ , _ ~ r , g ~ ~ ~ , INV. IN (18" RCP do 24" RCP) = 275.80 INV• IN 24" RCP (2) = 266.10 INV. IN 18" RCP = 279.00 25 ' ~ ' ! _ i ~ I - f t F ~ _ t_ RELEASE PIPE D.A. 10 SPREADER LENGTH
INV• OUT 24 RCP 275,70 INV, OUT 30 RCP - 265.90 INV. OUT 18" RCP - 276.80 ~ ~ ' - , j ~ f I i A 4.89 a.c. 17.33 cfs 225 Lf. L.S. 1
i i i I i CI 2 STA. 12+56 18' LT. CREEK COMMONS AVE• CI 14 STA. 19+78 16' LT. CREEK COMMONS AVE. CI 26 STA. 19+73 14,5' LT. MUIRFIELD RIDGE DR. ! ! i i ~ ~ ~ ~ I M 6.02 a.c. 20.92 cfs 272 I.f. L.S. 2
~ ~ ~ 256 . ~ , : _ 256 CL ELEV. 280.91 CL ELEV. = 278.64 CL ELEV. = 288.89
T.B.O.C. ¦ 281.09 T.B.O.C. = 278.82 T.B.O•C. = 289.10 INV. IN (15" RCP dt 15" RCP) = 276.50 INV• IN 15" RCP = 272.80 INV. IN 15" RCP (2) = 284.20 LEVEL SPREADER LENGTHS ARE BASED ON THE POST-
INV. OUT 18" RCP) 276.40 INV, OUT 24" RCP = 272.60 INV. OUT 18" RCP = 284.00 DEVELOPMENT Q10 DISCHARGE AT THE RELEASE POINTS.
CI~3 STA. 12+30 16' LT. CREEK COMMONS AVE. CI#15 STA. 18+00 16' LT. CREEK COMMONS AVE. CI~27 STA, 19+73 14.5' RT. MUIRFIELD RIDGE DR. 13 FEET OF LEVEL SPREADER FOR EVERY 1 CFS FLOW . ( ) SPREADERS MUST BE LEVEL AND IN A 20' PRIVATE
CL ELEV. 281.09 CL ELEV. - 283.61 CL ELEV. - 288.89 DRAINAGE EASEMENT, MAX. LENGTH TO BE 300 L, F,
T,B.O.C. = 281.27 T.B•O.C. = 283.79 T•B.O.C. = 289.10 RATIONAL METHOD (Q=CxIxA) WAS USED FOR CALCULATING
INV. OUT 15" RCP) = 276.80 INV. OUT 15" RCP = 279.20 INV. OUT 15" RCP = 285.00 THE DISCHARGE FOR THE 10 YEAR STORM EVENT.
CI~4 STA. 12+56 16' RT. CREEK COMMONS AVE. CI#16 STA• 19+78 16' RT. CREEK COMMONS AVE. CI~28 STA• 18+46 14.5' LT. MUIRFIELD RIDGE DR.
CL ELEV. 280.91 CL ELEV. 278.64 CL ELEV. = 295.89
T.B.O.C. ¦ 281.09 T.B.O.C. = 278.82 T.B.O.C. = 293.10 INV. IN (15" RCP) = 276.80 INV. IN 18" RCP = 274.40 INV. IN 15" RCP (2) = 291.20
INV. OUT 15 RCP 276.70 INV. OUT 24 RCP = 274.20 INV. OUT 15 RCP = 291.00
CI~5 STA. 11+78 16' RT. CREEK COMMONS AVE• CI#17 STA. 18+BO 16' RT. CREEK COMMONS AVE• CI(~29 STA. 17+42 14.5' LT. MUIRFIELD RIDGE DR.
CL ELEV. ¦ 282.37 CL ELEV. = 280.77 CL ELEV. = 299.52 E
T.B.O.C. ¦ 282.55 T.B.O.C. = 280.95 T.B.O.C. = 299.73 INV. IN 15" RCP = 275.90 INV. IN 15" RCP = 294.70
INV. OUT 15" RCP 277.60 INV. OUT 18" RCP = 275.70 INV. OUT 15" RCP = 294.50
Cl~j6 STA. 13+62 16' RT. CREEK COMMONS AVE. CI;µ18 STA. 18+64 16' RT. CREEK COMMONS AVE• CI;Ij30 STA. 17+42 14.5' RT, MUIRFIELD RIDGE DR.
CL ELEV. ¦ 283.94 CL ELEV. = 281.06 CL ELEV. = 299.52
T,B,O,C. ¦ 284.12 T.B.O.C• = 281.74 T.B•O.C• = 299.73 INV. IN (24" RCP) 278.20 INV. IN 15" RCP 276.70
INV. OUT 24 RCP = 278,00 INV. OUT 15' RCP = 276.50 INV. OUT 15" RCP = 295.00
CI~J7 STA. 10+42 14,5' RT. MUIRFIELD RIDGE DR. CI 19 STA. 18+48 16' RT. CREEK COMMONS AVE. CI~31 STA. 10+58 15' LT. CONSTRATA COURT
CL ELEV. 287.06 CL ELEV. 281.49 CL ELEV. = 298.82
T,B.O.C. 287.27 T•B•0•C. = 281,67 T.B•O.C. = 299.00 INV. IN 15" RCP do 18" RCP = 281,90 INV. IN 15" RCP = 277.70
INV. OUT 24" RCP ¦ 281.70 INV• OUT 15" RCP = 277.50 INV. OUT 15" RCP = 294.30 ,t'lll!!tllltlryll/'
CI{~8 STA. 10+57 14.5' LT. MUIRFIELD RIDGE DR. CI#20 STA. 18+30 16' RT. CREEK COMMONS AVE. t ~Q~OI ire,
CL ELEV. ¦ 287.51 CL ELEV. = 282.14 ~ n*s ~ r FF,~SI,,. •;9 0 Y ;
T.BA.C. ¦ 287.72 T•B.0•C. = 282.32 INV, IN 15" RCP = 283.90 ~4
INV. OUT 1S" RCP ¦ 283.70 INV• OUT 15" RCP = 277.90 ~EFI z 19793
CI~9 STA. 14+52 16' LT. CREEK COMMONS AVE. CI#21 STA. 20+81 16' RT. CREEK COMMONS AVE.
CL ELEV. 290.01 CL ELEV. 270.90 C1 N~
T.B.O.C. ¦ 290.19 T.B.O.C. = 271.08 INV. IN 24" RCP = 266.50
INV. OUT 15" RCP 286.00 INV• OUT 24" RCP = 266.30 ~lhn !
CI~10 STA. 11+50 14.5' RT. MUIRFIELD RIDGE DR. CI;~22 STA• 22+42 14.5' RT. MUIRFIELD RIDGE DR.
CL ELEV. 294.08 CL ELEV. = 276.33 l9 s ~ o~ SHEET 3 ~ CUP-SB-04-02
T.B.O.C. ¦ 294.29 T.B.O.C. = 276.54 INV. IN 15" RCP (2} ¦ 289.20 INV. IN 18" RCP = 271 JO
INV. OUT 18 RCP ¦ 289.00 INV. OUT 24 RCP = 271.50 OWNER/DEVELOPER:
CI~11 STA. 11+50 14,5' LT. MUIRFIELD RIDGE DR. CI#23 STA• 22+42 14.5' LT. MUIRFIELD RIDGE DR. OR ES F HEDUL I P P R I PRELIM! ARY RAINAGE SC W LCO RO E T ES N D
CL ELEV. 294.08 CL ELEV. = 276.33 1708 TRAWICK ROAD
T.B.O.C. ¦ 294.29 T.B.O.C. = 276.54 INV. IN 18" RCP = 272.20 SUITE 209 RALEIGH, N.C. 27601
INV. OUT 15" RCP 290.20 INV. OUT 18" RCP = 272.00 PHONE: [phone] ST. MARY'S TWP. OWNER; WILCO PROPERTIES
CI#12 STA. 12+50 14.5' RT. MUIRFIELD RIDGE DR. CI#24 STA. 22+21 14.5' LT. MUIRFIELD RIDGE DR. I•AX; Wyly) Z5U-bUIU
CL ELEV. - 301.89 CL ELEV. = 280.35 T.B.O.C. - 302.10 T.B.O.C. = 280.56 THOMP CIATES WAKE CO. NORTH CAROLINA ZONED R-9 „r
INV. IN 18" RCP - 276.50 N l THE TOWN OF GARNER HAS SPECIAL DEVELOPMENT 153 H& ROAD
INV. OUT 15" RCP - 296.00 INV. OUT 18" RCP = 276.30 HOLLY SFRl'RMGft. C `27504 DATE 04/15/2004 DRAWN RIS JOB NO. E04-005 STANDARDS THAT APPLY TO SINGLE FAMILY HOMES; (s8~,577; ~30e
PLEASE REFER TO SECTION 6.8 OF THE UNIFIED FAX'18,18) 577-0609 SCALE 1" = 50' SURVEYED REH DRAWING: AP3-ECPc
DEVELOPMENT ORDINANCE. REVISIONS 5 21 04 PIN 1711.11-67"4139
1711.11-86-3534

i {
w~~wn~~~
• ~ „ j
LINE TABLE
, ~ ~ ~ ~ LINE `LENGTH BEARING ,
L1 4.39 S7T46'05"W D ~0
I r' i ~ - ? oz w~ - ~ ~
. ~ i,.,•~' MEN z~ S1TE h'q
. N/ ~ ~ q( ' D
~ ~ _ - . y CURTISS DR _ _ r
J ~ ~ ~ gP .,'~g'~NK . . ~ ~ ~ - BANK 70 p 0f 0 ,
pF TOP OF ~ - f EX. BANK ' . ~ ~ q 50
~ '.,COQ SS MH } ~ ~ _ _ _ r • -.r. r ~ ~ ~ ~r.,u
,n r S EX. 18" SA P" ( , 18" SANITARY ~ -
~ NITARY $ N ~ ~ n II .r. s + .r VICINTY MAP P o EWER EX, r, ; , ~
SS ~}-C ` ~ ~ 0 (NTS) ~ :'f g~, ROBERT LEWIS CREECH G
2 ~ n /i m it' PEORIA P. CREECH J 111 f DB 2849, PG 695 / Q~
~ a~` / rnnn~. . ~ n n a / 50 „ li y ~nn...un¦..n ~ ~ /
_ _ . ~ y W Y. y y y H' , ~ i,,• /
o ~JJ••^ ""n JE' ' y ~Y i
_ S . C."HOMER CREECH ~C, AL. , - EX. W- ~ ti W y ~ ~
, , O~ 2H28, PG 395 SS,,Ih~'"", EN 3 7~ 56 yo , AGE lfl ~ /
~ , 20 R~ RAIN.,-~°'' y N ! RtVAYE ~ N ~ /
E i ~ 1 ~ ' 1 ' 2O ~ y y / ~ y "d PRESERVED FiE' ' O'~ ' ~ / NO I E.'
I ~ ~ ~ ~ _ _ ~.5 - - ~ ' ~ y ~cbuEREO ARE aN ~ t / ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND OPEN SPACE E
~E _ g 5 ~ ~ ' 4 ~ . ~ , . y 0.25 ACRES y ~ ~ ~ / T F ARN R WHERE APPLfCABLE. ~ ~ ~ ~^AREA tp REMAir~_ ; / GATE VALVE FOR 8" WATER LINE SPECIFICATIONS OF THE OWN 0 G E
;r ~ - _ I P s y a NA~rwRA~ 'y TO BE WITHIN PAVEMENT. BLOW OFF T N W R C N TR CTION SHALL CONFORM TO THE CITY OF RALEIGH r 6 ALL WA ERADSEE 0S U ,r y y y ASSEMBLY TO BE OUTSIDE PAVEMENT.
- ~ ..4. CC-"CREEf~'" ~ + P ~ , ~ , y y y y y STANDARDS AND SPECIFICATIONS, BLOCK AND ROD VALVE & BLOW OFF
5 5 , _ r., ,g ~ , ~ _ y~ y +Ny y y W a ~ ~ ~ y ~ ~ AS REQUIRED, ALL PLACEMENT, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TD CONSTRUCTION. a y
/ , ti , ~T ~ LOCATION AND MATERIALS AS PER THE , y CONTRACTOR SHALL t/ERIFY THE LOCATfON ABD~E AND BELOW GROUND OF ALL w y ~ ~ CITY~OF RALEIGH STDS. & SPECS,
t W W W Y W W W bnA1N 3 1W,, )R ' y EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE !F NECESSARY
t, ' ~ THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. R ` f ' ~
I` N j U6 . , 9~~~ O ,6 N A~~ N ~~~";Y- a + ' ~ AlL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO r , NS ,
0 ~ ~ ~ ~ M 1 K „ W ~W W'+~ W S~~o W W W W W W' W Q W W E 't . ; ~ W ~ 4 ELEANOR P. STEVENS , COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL 8E APPLIED FOR W M~y3 'e' i HOCUTT STEVI~NS AND OBTAINED FROM WAKE COUNT
J ,8/ ~S W W,' W W W l'y. W'~ W~. W W W W W W'' WV'~ W.....y W '../'ry bW~ DB 1807, PG 142
• N c W . ~ _ . _ _ ~ X ter;-•~'~ ~ BM 1976, P,G 243' CONTRACTOR SHALL OBTAIN A COPY OF THE TDWN OF GARNER AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
s ~ W W ~ g4 W-' W W W i W ,G W W W W ~"'W W W' W W W W „W y, a ~ ~ MH W W W W ,w ' .Pf2ES~R~ED WTRE~, ' y WER W W W W W W W 'M. W' J° .y. y~ i.; ~ A~ SE. B•~'' ~ ~ ' TI N. T R N TRUCTION SHALL BE AS PER - - , , / CONSTRUC 0 ALL WA ER AND SEWE CO S SEWER F'',, . ,
,r fCV ^ , CQU~ D ~pEA NDW IP 7 W W W W W W W 4 i W.+".: W-..~.'. j- J W W W W W W..~.'' ,1V ~ '.r I ~ ' i C ~ D J ~ C1PEN-SPACE AREA.., ~ ,~,,,rr•~-r 3 ~ 1.~~; _ 8^wl,, SAN E e~-,, , x 9~ ~ CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. ~~P i ~ t y a, i
W .4 W: W W W W W W W ~p~ ' ' =f" ~ fi" 0.93 ACRES ~:~wl•~ W W W W W W t L r~Y W W Q~ W M+' W W W W W- y~ ~ W ~ • ~ _ a y~,, , N 1
~ ~ 5 / _ P : A'~EAwTO ~EMA~N _ . e :i ~i W ~W '.W W ~Y S' W W18 W Q~ W W W W W W „~Q~, NAl`1JRAir ~ IY1 APP ° / >n` ~ ~ .a v • ? ~ THE TOWN OF GARNER HAS SPECIAL DEVELOPMENT
~ / W W W W ~Y W W W ~~•W W W W W - W W' W W'" W W W W "y 8 ~ ~ ~ I ~ BANK ~ p,,~" . _ a {g W YVE~7 ~ipP ~ .,s WT W.'f~ W W W W W W W W W ~W ~W- W W ....W W W. W W W W y_r ai~' " " N 'A STANDARDS THAT APPLY TO SINGLE FAMILY HOMES'
56 ~ ~ _ ~ ' W W W W W W W W W W W. W W~ W W W W r .i PLEASE REFER TO SECTION 6.8 OF THE UNIFlED ~ ~ ~ ~ ' / DEVELOPMENT ORDINANCE. ~ ~
~ EX. DRAINAGE EASE z , , , (O~. ~s W - W ,.w.° _ ~ ...y W'.. . ' ' . '...f .W ~W W. W W W W W W W W.' W ~ I r' SEWER ~ ~ N. a w d r • ' 4 ~
1 ~ a'_ p1P t .~"i p I K . g a ~ r HAZEL P ERCE C00
~3 . 6 : ' vn. 05 ~ ~ JAMES R. COOK ° ~ r ; DB 1854, PG 437 UTILITY NOTES
; - s ? FIRE HYDRANT ASSEMBLY. - s BM 1976, PG 243 PROPOSED LINEAR FEET IN SIDEWALK = 5,049 L.F. 25,245 SQ.FT.) J
1~ _ _ . 8 w~.----~•• _ ~ i/ ALL WORK, MATERIALS, PLACEMENT PROPOSED LINEAR FEET IN STREET = 2,516 L.F. - ~ ~ ~ ' ~ PROPOSED LINEAR FEET IN 8" DIP WATER LINE = 2,377 LF,
w. a : B^w~ ~ ~ ' iy AND LOCATION SHALL-BE AS PER , i ~`,'1~ , ~ 9. , ~.i'''~ CITY OF RALEIGH PUBLIC UTILTY' f TIE PROP, 8 DIP SAN, SEWER PROPOSED LINEAR FEET IN 6" DIP WATER LINE _ X249 L.F. t INTO EX. SAN. SEWER MH
1 a ' ,r,,: •F" . , ; :li STANDARDS & SPECIFIACTIgNS 1 EX. `RIM 265.08 PROPOSED LINEAR FEET IN 8" PVC SANITARY SEWER LINE _ X784 L.F. 28 , ° ~ $ ° ~ PROPOSED LINEAR FEET IN 8" D.LP. SANITARY SEWER LINE = 1,251 L.F.
EX. INV - 258.82 P P ANITARY WER FOR PROJECT = 11 750 GPD 26 ~ RO OSED S SE
9 nn : I ~ y (FLOW BASED ON 3 BR/LOT x 47 LOTS x 250 GPD/3BR) h ~ k . R s~N7. ALL PROPOSED MATERIALS SHALL CONFORM TO THE STANDARDS
~ { i , ' yam..--~ ' ~ ~ ~ ' ~ ~q ~ 1 ~ W W" W- W,~RE`SERVEp TREE W ~~c~t. ~ , ~ ~.10 : _ 0' SANItA~`~ r Q~ ~ AND SPECIFICATIONS OF THE CITY OF RALEIGH AND ITS
a " ~ ~ ~ ~ 12 y~ !,s• . ~ EX. W W W "COVERED AREA .AND• W W. `W , W ` 4.„° E ' " ~ ~ ~ "DIP SAN. ~ ~ ~i2o ~.v. a MH~i ; N o PUBLIC UTILITY DEPARTMENT.
J" 57 w-OPEN SPACE" AREA W W 'W W . ~ , - + _ \ . ~y 0 31 ACRES.. y W ' ~ W ~ 13 ~ ,po ' ~ ~ Z " '1
, , ' ~ W W AEA T6 REMAIN ~ t REMQV~" EXL$TfNG- BLOW=OF W w ~ , w W W ~'.m w y ~ NATURAC_ _.4 ~ W~~ '.'a,
1~ 0 ~ ,As~SEMBLY.-AND EXTEND 8". W w W w W W W W ' ~ ` `.WATERLINE AS RE UIRED. _ ?
/
Z Q .1 W W W' 25 ; ~ ; GENERAL NOTES: ~ / ' c •0~ ~ i o °D ~ ' ~ ~m ~ , ti -ALL WORK AND MATERIALS SHA L CONFORM TO THE
Q - i m {L1 n A 6 ~ L j ~ ~ STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARNER.
~ 47 ~ WN -
4 ~ ~ ~ 21 ~ ~ Ln CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 11 S N
' / 58 _ 23 • _ ~ 23 Z / o. CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL ' - / EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE, IF NECESSARY, r p
, 9~ v' ..w..._~,,,~,_.. 1 ~ r FIf~E' ,HYDRANT ASSEMBLY: , . ~.w_....~__..~ ~ ' ' , ~ ALL Wb~K, MATERIALS, PIACEM~NT , m 3 ~ i THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. 0
9i v ~ ~ : _ _ AND LOCdfiIpN SHALL BE AS PER `1 i ,i / -A R F RIRT o, ~ LL EQU RED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED P 0 0
1 1%„ `P , i 15 CITE OF RALEIGH-.•pUBLIC UTILITY a: ~ f:.:~: ~ ~ , N COMM N' T E CEMEN OF CONSTRUCTION.
' ~ ~ ` ~ STANDARDS & SPECi ONS. 9 / , a i ~ i f 0 , i ~ 24 _ ~ _ CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
~ I, ~ i?... 46 r MH 6 ~ m, • r ~ Z • ` . t F y AN P D S I TI N EC FI ATI N T A F RING CONSTRUC 0. C 0 S 0 USE ND RE ER TO DU
F ; : 59 / , \ ~ " „ /
J ~ . `fir. s / _ . , , ~ ~ A , ~ ~ y , ' • r` ~ 31 ao ti
- G~ ,9 y EX' EWER \ , O s L SAN. NT NOTE:
/ ~ G ~ . X 1_ _ ; T~' t, ~A D ~ P ~ y ESM WH N BA KFI LING UNDER A UTILITY LINE ~ 0 G y E C L ,
-1 _ ~ L MH~15~ - 16 , ~Q ~ ~ PLOWABLE MATERIAL SHALL BE USED. ~ Q \ ~ I' y
/ s. 1 20 :G ~ W / V
- -L : ~ J / 45 ~r o~ _ / - , '0 c ~ ly v J y ~
c ~ ~ , .h _ / _ ~ 0 4 ,
/ _ s. ~ . ~ ~ ~ ~ ~ ' s ~ h y
. ~ 1 ~ ' ~ ~ r` i 1~ I • ~ 1 y F
~ t ~ I - F ~ yf
~ / ~ 4.q° _ 17 ~ ` f ~ W X33
~ ° ~ t lJ _ _ 19'. J ' J / ~ t i ' MH~B yi ~ 111tir~h .~~s,'~ PUBLIC
/ ~Y ~ tf s 1 / y ~ . .r `o~•.••~ % ; SEWER COLLECTION EXTENSION SYSTEM ' ~ FIRE HYDRANT AS9'EMBLY.' y \~•,,~r`i~S1{%,~•,•~ S
i ! .ALL WOFi,K, MATERIALS, PLACEMENT W ~ ; r!r THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
~ AND LOCATION SHALL BE AS PER ! 7 V A f ~ EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ' SE L CITY 0~ RALE,IGH PUBLIC UTIIfTY r•'~ ? ~ ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED
' - 62 : ~ ~ STANDARDS ,dc SPECIFIACTIONS. Qj = 79793 ~ FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
~ / \ 'b r ~ ~ , ; ; UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS y` y ~ AUBREY-BURTd•N JENKINS, JR, •,9 •,~'~I ."~Q.•
' 1 4 ~ / ~ 43 ~ y r0 S 6886 PG 356, IVt `v: 34 Gj ~ CITY OF RA I H P TI I P MIT N LEG UBLIC U LIT ES DE T. PER #
„ i _ y` /r.
. MH ? . , r ~ ° ~ ~ ' CONSTRUCTION APPROVAL y I t
~ / ~s81.F . H~9 ~ ~ • 6 P , , DAT= S~ c
~ / ~ / ~ SEwF F pVC S~ ~ ~ y r I~~ " 'y :-y J r
'Ki - , 3~ • >°b~
~ ~ ' M~1~1D ~l 7 / ~ 42 _ e'v~ , t ~ PUBLIC IMPROVEMENT QUANTITIES: . PUBLIC y
~ ~ : ~ / , ~ 4 ;y . Phase Number(s) 3 WATER DISTRIBUTION EXTENSION SYSTEM
^1 / ~ y - . Number of Lot(s) 47 THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
~ ~J / ~36 ~ , ~ ~ y EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN r , ~ ~ Lot Number(s) by Phase 47
i ~ ON TH15 PLAN. THE MATERIAL CONSTRUCTION METHODS USED y Number of Units FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
I i ~ ~ ' ~ ~ y ~ 4 UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS Lovable Bu~ld~n s 7
y. `I ' ' ! ' ~ Open Space? Yes CITY OF RALEIGH PUBLIC UTILITIES DEPT. PERMIT
„ ~ 41 ~ / ~ K:~;" y I w Number of 0 en S ace Lots 3
• , / ^1 37 (65 , r f W ,w` ~ ~ p p CONSTRUCTION APPROVAL 0 y ; I ~ Public Water (LF) 2,626
~J i 40 ~ y ~ Public Sewer LF 2 035 DATE
-'1'' ~ 38 ~ ~ ~ ~9 Public Street (LF) 2,516
y , y Public Sidewalk (LF) 5,049
~ ~ t r~ y 9 ~ ~ _ ' ° ' w d
J ~ ~ l~ W, ~ ~ STREET INSPECTION FEE: _ SHEET 4 CUP SB-04-02
1661 W ~J - , 2,516 L.F. x $1.00/LF. _ $2,516
' ~w~-'-!rW W r I W
W W W W ~ W W W W W -.W V W W ~ W ~ W W .~'W~ W ~W W W. 'Y 'Y ~ , W W W W W' W W W W ''o ' I
W ~345.5b'
~ N .85x`7;45 ,
1 ~ ~t, i ST. MARY'S TWP. OWNER; WILCO PROPERTIES
1, ~ ~ 13~ ~ ~ ln1 I~~1 6,~ ~
OWNER/ DEVELOPER:
SCHOOL ACRES 1 SECTION 2~ ' WILCO PROPERTIES THOMPSON , ' AMCIATES WAKE CO. NORTH CAROLINA ZONED R-9 Y
50 5 50 100 BM1959 PG 351 1708 TRAWICK ROAD f' 153 f[.LY SPRINGS. ROAD ~{~,C 27504
SUITE 209 HOLLY SPR#NGS, DATE 04/12/2004 DRAWN MTH JOB NO. E04-005 ~f RALEIGH, N.C. 27601 (91~~ ;~77~OB06
SCALE 1"= 50 I 0 FAX -(414 5'77-0609 PHONE: [phone] SCALE 1" = 50' SURVEYED REH DRAWING AP3-UTILc
1 FAX: [phone] REVISIONS5 25 04 PIN 17-111-66-5846, 1711.11-67-41 3 f (
1711.11-66-3534

i ~
I
r / Z
z IMPACT TYPE FT LINEAR FT. ft1 OC
EIP
(PROPOSEa)
CHANNEL 2,116 104 120 EfQSi1NG
~ ~ ~
~ N ELISE BUFFER ~C ~
> 5,830 (1 et 30 FROM TOP OF BANK) ~ ~ ~ D Z
N 26 30 00 W
606.82' NEUSE BUFFER ~ `~y ~ ~
} 3, 787 (NEXT 20 ) 2 AQ t t
,tix ~ t t ~ ~ ' t
. ` Nyo X 2 ~
~ 1
. 8,59w E ~ L,S. H P ~ ~ FG i' i ~ F
N 67 2 ROAD ENCROACHMENT. S ~ P~ F 0 ~:f
107.g~' ~ _ ~ ~ ~ ~S
TOTAL IMPACT - A + B ~ 9G ~
EIP ~ t ~ ~ 2116SQ,FT.+9617S.FT. Q ? ~ / 5~ ~ ~ ~ PRESERVED TREE ~0 ° x0° - P COVERED AREA AND
> > 2 / ` OPEN SPACE AREA
TOTAL IMPACT = 11 733 S.F. 0. 7 2 AC / ~ ~ 0.93 ACRES ' / 5 ~ AREA TO REMAIN
I AREA OF NEW CREEK ALIGNMENT ' m. ~ y ~ ~ P , ~ NAruRAL
I ti AND NEUSE RIVER RIPARIAN
~ BUFFER ROADWAY ENCROACHMENT. as ~ / ,5 ~ ~ ~
i EX. 24 RCP W/FES ~ .a a / - ~p ~ ~ ~ / st ~
INV. OUT=269.20 O. NEwGCR X. CREEK STA. 11+53.26 = / ~ P NEW CREEK STA. 11+37.00 ~ '0 ~
I ~~GE~fl: EX. 60" RCP W FES ~ ENO RED / END RELOCATION OF CREEK / 'I ~ ~P / % ~ ~
INV. OUT=267,86 - EX. CREEK CL STA. 10+33.78 /e ° , P
BEGIN RELOCATION OF I: ) DENOTES CHANNEL INPACT 'A' = 2,021 SOFT. ~ CREEK / ,1` ~ ~ tiF ~ v~
~ ~ ~ ~ , Q
56~ EW TOP OF. ~ /r/ Y~i ,`r r,~.. fir, r r _ ~ /~.~N~~7~,, r/;;,~"i,j DENOTES ZONE 1 NEUSE RIVER BUFFER IMPACT B - 5,774 SQ,FT. ~rc1o , ,,r;!,;,.~; NEW TOP OF ,BAI, , dP ~ ~
A~ ' ~ I';- j'%~, i -,/~,/1 (1st 30' FROM TOP OF BANK) ~ r.. , ~ ~1?.. ~ ..TOE OF FILL °ti °
_ q ~ f~~ k / ~ ~ may. 4-,r~,~-~r~ r~x-r ~a EX. DRAINAGE EASEMENT - - - EX, DRAINAGE EASEMENT / ; ~ % T E~ i ~ .r T ,.:r ~ r ,
~,,x ~ ~'~x;rx~~~ DENOTES ZONE 2 NEUSE RIVER BUFFER IMPACT 'B' = 3787 S .FT. ~ ~ ' ~ / ~ IFL' xt"u'~ ~r'~ ,r~~;J (NEXT 20' BETWEEN ZONE 1 AND EDGE OF NRB) - - - - - - - - - - - - - - - - - - - - - - - - - , v CL Q
a ~ CREEK ~ d _ 1 ~ ~ ;y ~t/~
- - y , b
ropes ~ . ~ / , y~ y x n s v
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1. ` " F:' ~ . CI#1 15 ~ ,
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; , r < ~ -.x~ ~ _ N 79'14 ~ ~
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+ ~ ' i ~ ,
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T~ I /'J / ~ y ~ ; R ~y'`y ~ X ~ ,c ~ ~ `t
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V 0 ,~S ~1~ C ~ ~ ~ , c~ ~ E + PRESERVED TREE op ? \ b~~
~ E R ~ , C ~ ~ k ~ COVERED AREA AND Esq%~'
N ~ ~,0 ~ N N OPEN SPACE AREA ~'ti9°F n p/p •o ~ r £ H
-P S ~ ~ ~ o E w d I a o R 0.31 ACRES ~ C~
o VA ~0 ~ ~ ~ AREA TO REMAIN J NATURAL
R `a i--'
B ~ U P I 1
~ 1
~ 5 ~ Cf~OSS-SECTION ~ J ~?4
CROSS-SECTION ~1 CROSS-SECTION ~3 CROSS-SE CROSS-SECTION ~5 CROSS-SEC110N ~7
~ \ /
CROSS-SECTION 2 I CROSS-SEC110N ~6 20 1D 20 40
SCALE 1"= 20 '

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w; ~ ~ ~X. ~ ~ReE ~ ~ ~ w I , ~~w cR i W W, J ~~~,'.~C~'~~.~' Q: w II I ' v. e ~ W ~ '~~..~.•a~`,~~~~ .
266 _.--EX;_. ~._...K_C~ _ . _ __.o . EE~.~E . ~C S ~T~ 266 ~ , -N~ E~T~LI LOPE ti SINE ~ ` , ,W n ~ SLOPE N NE ~I> "h~pr r ~ ,
3 w o w x i~ z r
2.04 ~ x i~ z ' I 2369; q w Iw w ~ _ _ . I.~ I Z w!W W ! ,r ~ _ - _ ~ ' s 2b ~'f
I ~
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DATUM ELEV ~ ~ ~ DATUM ELE'V ~ i 264.00 264.00 IN SEE SHEET 2 FOR STASILIZAT 0
I SEE SHEET 3 FOR CROSS-SECTIONS.
rn rn ~ ~ rn rn o0 t` ~i ~i ~ r; ~ ~i
N N N N N N N N N
a SHEET 1
10+00 11+00 10+00 11+00 11 +00
EXISTING CHANNEL PROFILE PROPOSED CHANNEL PF CHANNEL PROFILE
OWNER/DEVELOPER,
WII CC1 PR~PFRTIFS
1708 TRAWICK ROAD ST. MARY'S TWP. OWNER: Wilco Properties
SCALE.- 1 T = 20' HORIZONTAL SUITE 209
1 " = 2' VERTICAL RALEIGH N.C. 27601 THOMPSON 41ES PA WAKE CO. NORTH CAROLINA ZONED R-9
PHONE: [phone] HOLr-v SPRINGS RD
FAX: [phone] HOLLY'SPRIWGS,, NC 27504 DATE 05/24/2004 DRAWN RIS JOB NO. E04-005 (919) 6770808
FAX~(919.) 477-6609 SCALE 1" = 20' SURVEYED DRAWING AP3-DWQ
I
REVISIONS PIN

OP OF BANK , NEWT _ M _ , TURN GABIONS INTO SLOPE
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TURN GABIONS INTO SLOPE ~ . ~ DENOTES 16" DIA, COIR-FIBER LOG ALONG TOE OF CREEK
,4T TIE-IN LOCATION
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DENOTES PERMANENT REINFORCEMENT - C350 ~ w
N BY NORTH AMERICAN GREEN OR APPROVED EQUAL, PLUS VEGETATION. c~ F' _
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SEE SHEET 3 FOR CROSS-SECTIONS,
i i ~ l I ' ~ I y'^., I i i _i ~ z~l~ s1 ~r ;
~ i ~ ~
1 . _ I] 11 ~ ~
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_ MAX. r - BURY AT LEA5T -I ~ , ~ i 'Y AT LEAST 1 2 DEPTH OF
16 DIA. COIR FIBER LOG ALONG ~ FIRST BASKET BI ~T BASKET BELOW BOTTOM
NEW TOE 0 C EEK, _ _ OF CHANNEL. OWNER/DEVELOPER: SHEET Z CHANNEL.
SECURE LOG IN PLACE WITH 2x2 x3 Ht. ~ - ; t , ~ r WILCO PROPERTIES ' 1708 TRAWICK ROAD
OAK STAKES W WIRE ACROSS THE ` ! ~ ~ ' ~ ~ SUITE 209 I
TOP OF THE LOG. RALEIGH, N,C, 27601
PH NE: 919 250-6000 0 ( ) I
FAX: [phone] F
N4 -.~i
ST, MARY'S TWP. OWNER; Wilco Properties ;
1HOMPSO1',11A TESi FA WAKE CO. NORTH CAROLINA ZONED R-9 C
2 TYPICAL CROSS-SECTION THROUGH NEW CHANNEL NTS 153 NO LY SPRIN4t RD I' HOLL Y SPRINGS,-NC 27504 DATE 03/24/2004 DRAWN RIS JOB NO. E04-005 k
(919)„~677-0.808
2 FAX,:(9t9j ~?7,b609 SCALE 1" = 10' SURVEYED DRAWING AP3-DWQ
REVISIONS PIN C
I

I. W _ > J , j . ~ j_._. I _ _ - , _ . , - ~ _ , I I ~ ~ ~ f l
F Q . ,__.-1.-- 1. ~ ~ ~I I J I I ~ I . ' - ~ t ~ , a . _ , . , _ ~ a _ , I _r _ , _ _ - ~ - 284 284 , ~ ~ ~I ~ ~ t I ~ ~ ~ 1 ~ ~ ~ ~ ~ rn r I. . . i - I ~ i ~ i
_ _ _ . _ _ ~ _ ~ ~ _ _ - , r ..A._., . , ~ L_ ~ . , , ~r~• ~ gym-- ~ ~ ~ ~ ~ tl0 I i I I i~ l ~ ~ i ~ ~ ~ ~ l j' i! ~ I 1 1 ~ r, ! ~ I I I i Z 3 _ _ _ a. _ _
~ ~ ~ _ ! . , ~ ~ _ - I . ~ 1_. _ _ . I I , ; . l .I ~ , _ I , __..1 --i. _ 282 . ao u._ _ . _ ~ , 282 , ~ ~ ~ ~ ~ ~ fi ~ ~ - _ ~ ~ ~ ~ ~ I ~ I i i o ~ ~ E I i ~ I , I, I ~ ~ ~ i'~~~ I ~ i 01N 282 82 . ' ~L`~ i ~ _ - i.
1 1 i i I , I I , I I, , ~ i i ~ + II - ~ _ . 1~ ~ ~ ~ ~
._L..._, _,_.__._I _ .i.-. ~.__.1. L_..~_._.'-- ..._-I _~--~.-....a .__.4. ~ _t. _1.... ~ A_.~.. , i - 280~.- ~ I~i II ~ fi I ~ I ~ ~ ~i r_._....__ 280 , _ _ _ 80 , ~ ~ I J ~ I r V/rte ! I ~ i ~ - ~ ~ , _
~ ~ ~ - . ~ 1 _ I ,-.._t _ _ t ~ i ~ f i~ _ i ~ I i
~ ~ I ~ ~ _ W d 278.- __-I - ~_.,i f i E.,_,_.... , ~ , r- f.._ ~ 1 ~ ~ ~ J.-~ 278W w 27a t r, 78 it ~ 7. ~ ~ i ~ i
I I ~ ~ I ~ ~ Y i i i ~ I ~ ~ ~ i I I ~ I ~ I ~ I ~ ~ _ _____1__._ __.a 1 ~ I r I__~ e_f ~ ~ ~__r-..r I ~ _,r.__1.._ ~ ._1~ __t__ I ~ r__1_. t ..I.. _ ~__.I ~ U ~ w c__ . _r_ , _ I ~ ~ ~ ~ i U~
I - ~ _ ~ .a.... _i... _ 1 F ` _ _ 276 _ _.-.a _-+__,_,.7_ _r_ I , _ _ i._. ~ t _ I ; . __I _ ~ ~ I _ _ 1. ~ . _ ~ : 1 .f l.. _ _ ~ 27 _ _ 1 _ - 76 276. ~ _ _ ~ , ~ - ~ - - - ~ ~ ~ ~d ~ ~ i ~ i
i i ~ ~ i , I i I j _ _ i i I• ~ I! t i . . ~ ~ _...a. ---'--A-' _i. __i_._i...._ -1 L_. i. . _ _ i-_ . i i. 1. , ~ i.' I, . ..1___~_.. i i ~ i - I i i I _ 1 - - - i i
! ~ r ~ i I 1 fi ~ ~ i ~ ~ , ~ i ~ , } ~ ! ~ ~ ~ J ~ I ~ ~ I ~ ~ _ i _ i ; ~ ~ I ~ ~ ~ ~ _w_.___ N... _ F_.+-_.. t ~ ~ . ~ 4 I 1 r - L_ f._ _ 274 274 --r -I__, ~ . -1_---_i r_ , , f ;6 ~"C>a I 1 I; ~ 1,'~ i I f I I ~ I a ~ 2 ~ 274 ~ _ ~ ~ ~ '
- i _ _.y r ~ ~i- -lI F_'1-X _j-_ ~ ~ ~f~ - . 6: ~ ~ ~ I ' ~ ~ ! W ' ~ ~ U
~ i ~ u I ~ I I i.. I _,...1_ . . - - 2 272 _ ~ 72 ~ i ~ i
272 , X., 24 RAP , I " , r .I . I _ ~ _i.._. ; . _ ~ -1 - - _1 272 I ~ i ~ ~ T' ~ I I ~ ~ I ~ ~ ~t ! , 1.. I y ~ I I I Jr, ~ I ~ ~ I ~ I I ~ - - , , be ~ t
I ~ ~ I i i i i { -1 /1 { r ~ ~ } I f ~ i i. i ' I I ~ i _I_ ~ ~ I i i I I 7 I i f i i i f 'I ~ ~I ~ I ~ ~ ! I i I i i a.. ~ ,._..i_ ti . i _ a-....-l ~ i. i ~ 1 i ~ In i~ ~ t. T ~ . Y; \ ~ _ ~ ` _ _ l I . I ' ~ . ° ~ L_ ~ ~ ~ ~ _ 270 _ 270 ~ ! ~ ; , y _ , ~
270 j I ~ I I, 1 . f ~ ~ I I I ~ I I ; i ~ j 1 ~ i I I ~ ~ . - ~ r ~ j .,y. ,y
7 I ''4 + ~ ~ ~ F , I f ~ ~ ' ~ ~ ' ~ ~ I j ~ ~ ~ ~ ~ j i I i , I I ! I ~ I I ' I . .i..._ __.._L_. ,_j..._ ~1. - i _ -i-- L_ A._-. _.i_.. _.y _ . ~ ~ J..__..,...__, i _.4 1'.'.. t J. - ,1 _ ~..,_J . 1_...{... _..1.. II,. . _ _ ~ > ~
268 ~ ~ ~ ~ ~ f f ~ ~ I ~ ~ 268 I ~ j 1~ j ~ i ~ I~ i r l i l!~! ii i ~ I, 1 ~ I~ I i i i t 1 ~ 6 68 - ti ~ ~ ~ i G ~ ~ _ - _ _ r j -
i ~ , _ _ . ~ I , _ ~ I i I ~ ~ ~ ' 1 ' ~ l i ~ I ~ i ~ ~ I 1 1 I I I I ~ I ~ i~ ~ ~ I I~il ~ I
- _ _ ; ~ . _ . , . ~ _ , _ .y._... , - d - -1- -I ~ - 266 266 ~ I w , _ _I- ~ - - _ . . ~ I- I ~ t 1 I ~ I L I B i I~ I T ~ I ~ I_ ~ _ I I _ - DATUM ELEV I ~ I , i ~ ! ~ DATUM 266 _ . _ , .,,,..r ~ - _ , - i__ 266 DATUM ELEV ~ ~ _ z
265. 265,00 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 10+35 10+40 10+45 10+50 265.00 9+75 9+80 - 10+00 10+05 10+10 10+15 10+20 9+90 9+95
CROSS-SECTION 1: EXISTING CHANNEL ®EXISTING PIPE OUTLETS - EXISTING; PROPOSED; CROSS SECTION 5.
EXISTING 2 YEAR STORM RUN-OFF X236 CFS
EXISTING 2 YEAR STORM ELEVATION = 271.10
284 _ - _ r_ i ~ r I ~ I~ ~ r-~~ ,-T_ I _ I W I ~ j _ . _ a.___ Q EXISTING CROSS-SECTIONAL AREA = 57,55 SQ.FT. PROPOSED CROSS-SECTIONAL AREA ~ 59.29 SQ.FT. EXISTING WETTED PERIMETER = 21.92 L.F. PROPOSED WETTED PERIMETER = 22.79 L.F.
~ ~ I ~ _ ~ , , _ . ! _ ~ . ~ } _.r-.. , r. ~ I i' i i i I r i Q~ i i I ~ I ~ I _ l
282 ~ 1 ~ ~ ~ 7 ~ i i 77 1 _I I I ~ ~ ~ ~ 282 N~ i I i ~ ~ 'i i i I ~ i i• ~ l ~ ~ I j 1 I i ~ Z rM k
1 ~ t' , _ f ~ . _ _ 1_. I I ~ ~ ~ 7 1 I ~ _j.._ ~ ~ I I f I 1 I _ _ I I I~ t i N _ _ i_ ~ . ~ . I- 1 - ' , ~ d F e ~ ~ A- 1 ~ , i ~ ~ 1 i ~ ~ v- - i ~ ~ 280
280 ~ ~ f I~ ~ ~ I I ~ I" ' I ~ E ~ I{ ~ ~ , ~ i ~ i ~ ! ~ f i ~ h ~ ~+II
_ ..I._._ 1 ) ~ I ~ ~ i _ .1..~ _ _ J. U 1 1 - 282 , . , 8
_ _ ..I ~ _ _ a.__ I . J_.~ i . _ I. } , I } ~ 1- 1 I a-- { ~ I_- 278 Y ~ ~ ~ ~ I ~ , 278 ~ - ~ ~ j i i I ~ ~ ~ I~ ~ 1 i. I~ I ~ I i ' I ~ ; i ~ - ~ O r, O I ~ ~ fA t0
~ I ~ I- 8! _ .a k I i._ J ! .f._ } I ~ .L._! I i W W i ~ ~ ~ ~ I ~ ~ 8 r , a. ~ _ y .i. . ~ 280, , _ , _ . .
_ ' _ _ . _ f } f_..,_.,._- _ } ~ ~ rrG ~ ~ , r ~ . 1 ~ ~ ~ fi >TM. _ , i I ~ 1 t. _ 276 V v ~ I , 276 r- ? ~ i ' i ~ ~ ~ ~ 2 00 ~ _ _ ~ ~ __I-._ _ - - ~ - i
~ ~ i I ~ _'~....L__~ II ~ i i _i ~ ~ ~__-~_.-a ~ i I ~ l 1 1 1 J ~ ~ I~ ~ I ~ ~ ~ ~ ~ ~ f ~ ~ M - - I _.__ti _ . ' - ~ - ~ - + 278+
_ 4._. ._._.1.._..._.~...._...__L..__...._.... ..i......i-..._,_..1_.. _....._...~.._...-t._.. __.7..__ .._._.._r_._.r/.._._~._.._.__a_ ,.._._.i._. __.t. ~ _t J_. _.4..._._ -i ...1._- -y _ ~ ._t._._;- 274 274 ~ ~ 1 ~ ~ r , ~ i I 278; ~ ~ ~ r ~ ~ ~ ~ N _ i , I _ ~ . ._,r. .
_ _ - I , ~ ~ I II 1 Y . ~ . ~ O ~ _ ~ ~ ~ r
y-- , 272 `l, ~k.; ~ 1•~~`; ~ ~,>G~- a`~.x - .~.-_a__ ~ ~-~h- L + ~ i -I ~ I r ~ ~ J I ; 272 276 _ ~ _ _ ~ _ 76 . ~ ~ ~ ~ ~ ~ W .
a ~ ~ ~ I ~ ~,r Iv~ v! ~ k ~ k, i , R 1 f ~ ~ I i I ~ +..J.. J fi ' W ! 74 ~
_ _ _ ~ _ ~ I ~ 270 270 _ ~ I -r - _ , I , -r i ~ _ i_ - ~---1- I . ~ ~-r I . ~ ~ I i i ~ r_ ~ ~ I - -.~._.-I - ` ! ~ i ~ ~ Gj t 4... ~ i i l..-_ x Tom. ~ A V 274 ~ ~ , ~ _~y__~~.~- ~ i i ~ ~ ~ i i ~r„y.~ , - Y.~.....wAf..... t
I ~ r . - - - I - - _ ~ i ~ ~ ~ ~ i ~ Nr~r~ir~.~.1. ~ O i ' 1_...-~'__. _ q.. .
268 __4___ - ,.--i.._`~~ ~a~ ~ - --a - - ~_-y - I - - - 68 272 ~ .,._.I__. - ~ - - F_ - , r ~ ~ ; - ~ _ ,
`yap .j__,,.. 1, ~,.__l.- _ L{. _.J. ~ _l. .G i i ~ 'I I i i ~ I i i I• { i i~ I I i J f l ! / ~ _ _ , ~ <T~ ~ ~ ~ . - - - ~ ~ 1-_L _ 270 . _ _
I ~ i ~ 1 I 1 266 - _ _ j . _ -1- ~ _ v--~ .t . .,..__.t__ 266 270 ~ s . ~ _ _ . _ ~ t- ~ ~~,~x: ~ I i I
I I ~ ~ 1 I~ I I, G 1 1, ~ i i i~ I i i DATUM E'LEV ~ ~ I i I ~ I ~ I J
265.00 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 10+35 10+40 268 ~ ~ i~ ~ _ _ ~ - - - ~ - 68 - ,T i, li 1 A. e._. , i
Y i ~ ~ I ' ~ ~ ~ ~ . I V
CROSS-SECTION 2: TIE-IN EXISTING CHANNEL INTO PROPOSED CHANNEL: ti ~ ~y z ~ _ _ , ~ . ~ ~ _ - . _ 266 _ , 266 _ _ ~ ~ _ w * ~ ~ ~ ~ _
2 YEAR STORM RUN-OFF N236 CFS ~ ` ~ ~ U ~ ~ _ - - 64
2 YEAR STORM ELEVATION = 272,30 2 264 ~
EXISTING CROSS-SECTIONAL AREA = 56.04 SQ.FT. DATUM ELEV , ~ ~ ~ ~ ~ i I
EXISTINGWETTED PERIMETER = 22,44 L.F. DAB 262
262.00 1 +1 10= 15 10+20 9+85 9+90 9+95 10+00 10+05 0 0

284 . _ -1- - __-_r_~_- _-~--,--,__--T-- -_I_ I _ _..-i-- - _ - - - , I ~ i I _ r. T _ I ; ~ i
_.L-- _ _ _ ....1... I - - --I - - - - - - - - - - - - ~ I} f } I. .l- 1 i ~ ~ i I ~ I ~ i i I i CROSS-SECTION 6: EXISTING: PROPOSED: I
a _ ~ i....... _L . _ t ~ ~ _..i._.. -'I - - - t- - - - - fi . - - , __i - - , ~ _ ..282 262 } r ! I f ~ I t _ ~ ~ I I i EXISTING 2 YEAR STORM RUN-OFF N236 CFS
~ ~ ~ I f I I -x ~ I C1 EXISTING 2 YEAR STORM ELEVATION = 270.80
280 ~ _ ~ ~ -r__i-~ 1-- r--i~- - - - -r - ~ t---~-_ _ U1 280 - ~ - ~ ~f - - ~ t- - -F- ~ r--1- _ ~ ~ fi 1 EXISTING CROSS-SECTIONAL AREA = 55.08 SQ.FT. PROPOSED CROSS-SECTIONAL AREA = 56.92 SQ.FT. - R POSED WETTED PERIM R ~ 22.65 L.F. EXISTING WETTED PERIMETER - 19.90 L.F. P 0 ETE
_ t. i 7- 1__. i o• _ _ 1 I ~ ~ ~ ~ ~ f~r_ t_. - y~ I Y
i__.._ _ ~ .a_. r__..- _ ,,.,___a_. - _ - _ ~ - ,----a--.~_ I ~ ~ t ~ ~ ~ I ~ ~ ~ , ~ } ~ I ~ ~ fir 278 ~ 278 -r--- _ -I~- ~ , r
_ O 1_. i n r' , li
! ~ ~ ~ I ~ ~ , 276 ~ _ - 4_ _ . _ I I _ , . R,. I _ _ , . _ I - ~ . ~ ~ a -I ; I , ~ I . , 276 I ~ ~ ~ I 2~g2 , ~ ~ 282 Q _ ~
' ~ I T ~ 1 I I ~ ~ I i 1'~ r I• ~ I ~ 'i { i r ~ I ~ I i I i t ~ I ~ i I I i~ l I ~ ~ C N ' ~ J ' ~ fi t--+- , 280 ~ r
I ' 274 ,.L.. _ I I I I ~ ~ I! I, ~ ~ ~ j I I ~ 274 U v ` ~ i _ ' ~1 - I. - F
~ _ _r._ _ _ _ ~ _ ~ 1- I ~ ,5 I ~ ; ~ ~ I ~ ~ I ~ I i ~ n , - - - - 1___' ~ ~ ~ ~ N I i 1 ~ I ~ I r . , ~ _ _ t_ . - - -
272 _ . 2~t~; t ~ ~ a -r I--, I ~ t -cq~ i, fur K ~ s-r-~ r--~--r_ _I _ ~ ~ 272 ~ I i ~ 1 i I I ~ ~ s i> ~ ~ >fi'x' ~ ~r 1 i 1 I I i i i I _ 278 . . I _ , ; _ j--_, _ - - - - ' , I ' VN . I ~ y.. y I _ - s
1 r°~ ~ , ~ 1' I "S~ r~ s"` 2` ` , ~ i v ~ _ _ ~ I ~ I i 1 I ~ . , I i i , _ . ' ~ I~- - - - - a.. _G ~ 276
_ --r_ _ I ~ I r , ~ ~ I . i.,-_~._ ~ _.I 1. - ~ ...270 ~ ~ 4 ~t ~ ~ 1 i 270 I ~ I a a~;~~l ( ~ I I i~ I 1 ~ ~ , 276 _ ~ ~ ~ - ~ r- ~ i . . _ a. _ , r +
~ a_ f , ~ - _ . ; i ~ ~ U ~ ~ ~ , _ . - r_ ~ ~ r 274 V
~ I ~ I I ~ ~ ~ ~ _ ~ ~ . _ ' .I . _ I 268 _~_r--_.._. a ~_...._.._E-. >r,., 1 ± ~ a 1 f--, } f ~ 268 I I ~ ~ ~ ~ ~ i ~ I i I I ~ I i 274 ~ ~ .t . _ ~ ; - s , - - ~ - - - ~ ~ - - ~ - ~ - , - ..i j _ _ _ _ V - ~
_ _.i i r,' i : i ~ i I i I i i ~ ~ II ~ 1 - - ~
I , a___. _ 266. , _._r_.._ _ _ _ ~ r ~ r ~ C ~ _ I } I 1 _ . _.L_ J ~ 266 . I + 2 272 . a - -f_,_. ~ _ 7 r i 72 i ~ ; i i I I i ~ ~ ~ i ' ~ ~ ~ ' ~ ~ _ ! _ ! t _ _ , . - _ t
DATUM EL~'V ~ I 265.00 9+65 9+75 9+80 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 ~ f ~.._r_ _i.. _ _ _ _ _
_ . _ , . _ _ ; , _ _ - - , , - - + 270 2 0 ~ t , ~r a ~ , 1 ~ ) . _ f ' -
I ~ - ~ - ~ . I } ~ i ~r: a _ _ _
CROSS-SECTION 3: EXISTING: PROPOSED: i _ _ ~,-.~r, ~ ~ .a- - - - - - - ~ - - ; 268 268 ~ _ ~ r
EXISTING 2 YEAR STORM RUN-OFF N236 CFS r X rG i - i- I ,...~1 x, , _ ~ i i ~ , I
EXISTING 2 YEAR STORM ELEVATION = 272.30 _ _ . u_ . _~_.i~. . a ~ ~ ~ ~ __I - - ~ ~ - _ _ , i~__ , t ~ - 266 ~ 266 , r_. , , , ~ ~ i- ~ ~ ~ ~ ~ I _ ,
EXISTING CROSS-SECTIONAL AREA = 67.51 SQ.FT. PROPOSED CROSS-SECTIONAL AREA ~ 70.49 SQ,FT. EXISTING WETTED PERIMETER = 33.26 L.F. PROPOSED WETTED PERIMETER @ 28.52 L,F. ~ ~ ~ _ _L _ r.. _ , ~ ~ , ~ ~ ~ I
i_ _1.. 64 264 ~ ~ . ~ .F 1 , ~ , ~ ~ ~ _1 ~ ~ ~ r~- _ I i
DAT i ~ I _ ~ _ _ DATUM ELEV ~ ~ ~ I 262
284 _ -_T . . - . _ _ . _ _ ~ , ___m . ~ . _ ~ _ . ~ I , i i ~ ~ ~ I I ~I _ t_.,._ _I I.-. i. . .--r-.... . _l~__ ~ -4---.. _ ...-4-.... _ 282, 00 +95 10+00 10+05 10+10 10+15 10+20 pt~mnEh~r I
~ ~+C ~ ~ G _ . - . ~tti ~ Q R~~ ~~s
282 I i t ~ s`, ~ ; r ~ ~ ~ 282 I i ~ ~~r r I ~ ~ ~ I a~` b~~~,,~r..C~.,, ~//ji ,r ~~,n''~FE55~Q nee
~ I I ~ I ~ I i I . , i, I j ~ I i ~ I i ~ I~ I M ~p , CROSS-SECTION 7: EXISTING, ~ rr
280 , I. a_._ ~ _r_._,..Y.~.... I _ _ I_ ~ ~ __.L._-. _ _ ~ 80 NN ~ I ~ I 2 N r~ I t u) ~ I I I i ~ , ~L~~ ~ a f}I} $ N 0 19793 ~
t { . ....._L e_.. . _-I-_ I _.G_.. ~ ~ i ~ I ~I~N f ~I ~ j l I 1; I I j i~ ~ I I~ h EXISTING 2 YEAR STORM RUN-OFF 236 CFS ~ F
278 ~ ~ t ~ . be t _ . _ 2 ~ j ~ i I I; ~ ~ ~ I ~ ~ I l j ~ i I I 0+ II EXISTING 2 YEAR STORM ELEVATION - 270.90 x ~ G~; w ~ EXISTING CROSS-SECTIONAL AREA = 55,50 SQ,FT.
I _ _ _ ~ 1. . .a... , . I_._._.._... _ _I ,_..1 _1-~... _ . _ I~ ~ ~ ~ ~ I ~r.. A ~ i EXISTING WETTED PERIMETER = 19.81 L.F. oy~~CL 'L.
i ~i' I ~ , 1__.~ _ _ 276 ~ ~ _ _ . . _ I. ~....,I . _~.._a _ __l , r_.. ~ J- . ~ ! , . ~ 276 4 ~ ~ ~ ~ ~ ~ x I i i ~ I ; ~d I , ~ I o a~ ,
I__.. _ _ _ . "h~ aY
_ h s__...,~_._ _'__i__ _ 274 . __I . ~_._i_ _ a r--1 ~ I, ~ f ~ L 274 v V ~
I I ~ 1 ~ i - _ ~ I_.,. _,_i.__.__ t f__,. _t _ ~_._.r__. i { I SEE SHEET 1 FOR IMPACT MAP
I ~ , , , ~ ~ - _ _ _ ___I_._ _ i__.. _ _ _ _ _ _ _ 272 _ _ ~ 1-- , _ ~ f ~ ~ I ~ I { ? ~ ~ I + 272 ~ ~ ~ ! , - ' I ATJON MAP SEE SHEET 2 FOR STABILIZ
I ~ ~ , ~ i ~ ( I Q l i I ~ ~ ~ I
. . a.. a.... . ~ ~ s~_;:~ : ~ ~.w~~.. r„r . _ , , 270 270 , _ , t , ~ ~ ; ~ ~ ~ < i r i I .~r_. I I i ~ ~ `7,'/ ~ , , ~
I I I i ~ 1 i; !f ` n I , r ;,r Y! ,I si\f I ! I', , ii j ~ , 1. f 3 SHEET
26a - _ ~ ~ . ; ; ~ t ; , : ;,t, I 1 , 268 OWNER/DEVELOPER;
~ ,..,..1-- ~ , ~ I r. _ WILCO PROPERTES
266 I r i ~ ~ , I t ~ ~ ~ ~ ~ I ; ~ ~ ~ 266 1708 TRAWICK ROAD i SUITE 209
DATUM ELEY j ! I , ~,f { I j ~ I I 265, 00 9+65 9+70 9+75 + 9+85 9+90 9+95 10+00 10+05 10+10 RALEIGH, N.C. 27601
N : 919 250-6000 PHO E { )
rnv, /n~nl n~n_sn~n
ST, MARY'S TWP. OWNER; Wilco Properties
CROSS-SECTION 4: EXISTING @ PROPERTY LINE: PROPOSED; z AROLINA ZONED R-9 F
EXISTING2 YEAR STORM RUN-OFF -236 CFS THOMPSON A 1lTESi PA WAKE CO. NORTH C
EXISTING 2 YEAR STORM ELEVATION = 271.00 153 MOLLY SPkNd; RD 5 2.5 5 10 HOLLY SPRINGS,-k 27504 DATE 05/24/2004 DRAWN RIS JOB NO. E04-005
EXISTING CROSS-SECTIONAL AREA = 63.56 SQ.FT. PROPOSED CROSS-SECTIONAL AREA - 58.00 SQ.FT. (919). $71;-48~08 [
EXISTING WETTED PERIMETER = 28.57 L.F. PROPOSED WETTED PERIMETER - 23.08 L.F. FAX 9A) 577-0609 SCALE: 1" = 5 HORIZ. SURVEYED DRAWING AP3-DWQ 1 = 5' VERT.
SCALE 1"= 005' REVISIONS PIN 6711,11-e7-4139
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