20052253 Ver 1_Complete File_20051229

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
John Konig
6432 Yadkin Road
Fayetteville, NC 28303
February 16, 2006 ?..
1, ? wpb
F y
L1 VVN k ??'?;tisFiCd
R
DWQ Project # 052253
Onslow County
SUBJECT: Approval of 401 Water Quality Certification with Additional Conditions
Temporary impacts for utility line
Kensington Park Subdivision at Williamsburg Plantation
Dear Mr. Konig:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 0.02 acres of temporary wetland impacts for two utility crossings in Kensington Park Subdivision,
as described within your application dated November 26, 2005 and received by the N.C. Division of
Water Quality (DWQ) on December 6, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number 3402 (GC3402). This Certification
can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html. The Certification # 3402
allows you to use Nationwide Permit 18 when issued by the US Army Corps of Engineers (USACE. 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, Non-
discharge, and NPDES Stormwater 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:
1. Impacts Approved
The following permanent and temporary wetland impacts are hereby approved as long as all of
the other specific and general conditions of this Certification are met. No other impacts are
approved including incidental impacts:
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Servicel-877-623-6748 One
FAX [phone] Internet: h2o.enr.state.nc.us NorthCarolina
Naturally
Page Two
John Koenig
Kensington Park Subdivision
DWQ Project # 052253
February 16, 2006
Amount Approved (Units) Plan Location or Reference
Stream N/A (feet)
Isolated Wetlands N/A
404 Wetlands 0.02 acre temporary wetland
impacts for two utility
crossings Sheet S-1
Waters N/A (acres)
Buffers N/A (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. 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.
Page Three
Darrel Ottaway
DWQ Project # 052253
February 16, 2006
5. 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 or CAMA Permit.
Please read the conditions associated with General Certification # 3402 (enclosed) and if you do not
accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #052253 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Ed Beck at 910-796-7215.
Sincere ,
Alan W. Klimek, P.E.
Enclosures: GC 3402
Certificate of Completion
cc: David K. Newsom, PE - Crystal Coast Engineering
Ian McMillan - 401 Oversight/Express Review Permitting Unit
Brad Shaver - USACE Wilmington Regulatory Field Office
WIRO
Central Files
P
' W A jF
O 9 Michael F. Easley, Governor
O?
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
co Alan W. Klimek, P.E., Director
>_ . 1 Division of Water Quality
p Coleen H. Sullins, Deputy Director
Division of Water Quality
December 6, 2005
CERTIFIED MAIL
Crystal Coast Engineering, PA
Attn: David K. Newsom, PE
3817-3 Freedom Way
Hubert, NC 28539
Subject: Kensington Park Application
Mr. Newsom:
Iq 1% 49
On December 6, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on
behalf of John Koenig, Inc. for a 401 Water Quality Certification approval.
The application package is being returned to you for the following reason:
1. The application sets are missing pages 6, 8, 10, and 12
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely, ,(/
?di oly
CBK/ljd
Enclosure: Application Sets and Check # 15027
cc: File copy + check copy
? Pte- cue., 4- o?©c
4U-LA Wce- )QU?PO" -4-0
Kensington Park_hold_Pgs Missing R MR
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), htt://h2o.enr.state.nc.us/ncwet nds)
Customer Service #: 1-877-623-6748
permits
Subject: permits
From: Joanne Steenhuis <[e-mail]>
Date: Thu, 16 Feb 2006 17:58:39 -0500
To: Ian McMillan <[e-mail]>, Brad Shaver <[e-mail]>,
Ed Beck <[e-mail]>
The following permits were issued on 2/16/06
Sage's Ridge in Onslow DWQ # 052233
Kensington Park in Onslow DWQ # 052253
1 of 1 2/17/2006 8:26 AM
..' ? 8 v ?? flyli/°/f°G?
)021
d"cwlA?
JAN 2 0 2006
Office Use Only:
DEtdR - WATER QUALITY
WETLANDS AND ST ORMWATER BRANCH
.4
JAN 2006
RECEIVED
f n.z?.- ajfi6l
Program
USACE Action ID No. DWV
(If any particular item is not applicable to this project, please enter "Not
I. Processing
or "N/A".)
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
I lrl D r? (s,:, GQWL?
II. Applicant Information
?a
njfj5
1. Owner/Applicant Information - s, DEC 6 2005
Name: John Koenig, lnc
Mailing Address: 6432 DSANDSTORMWA R
eRANcr--
Fayetteville, NC 28303
Telephone Number: [phone] 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: David K. Newsom PE
Company Affiliation: Crystal Coast Engineering, PA
Mailing Address: 3817-3 Freedom Way
Hubert, NC 28539
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: crystalcoasteng((a),bizec.rr.com
"40 dWe919_1Y__
AX1G)1e-_Ci /-/_7 -06
Form Version March 05
n 1 2? 5 3
Page 5 of 13

John Koenig, Inc.
6432 Yadkin Road 2 n n i 2 2
Fayetteville, N.C. 28303
Mr. David K. Newsom, PE R uu 1J
Crystal Coast Engineering, PA DEC 6 2005
3817-3 Freedom Way
DENR -WATER QUALITY
Hubert, N.C. 28539 WERMIDSMIDSTORMWATERBRga
Re: Kensington Park at Williamsburg Plantation
Dear Mr. Newsom,
As an authorized agent of John Koenig, Inc., owners of the above referenced
project, I hereby authorize you to act as our agent for all required wetland
permitting.
Please contact me should you require additional information in this regard.
ours truly,
p
I "I iW
Jo oenig
OHN IG, 11 NC. -
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
A- 1. -1-1 it frkT/ Aft \
(If any particular item is not appucame w UU1$ P1uiGl11., Pivaav vuwa - "Fy'?" *"?" ' •, "
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal ea of
Environmental Concern (see the of age 2 for further detail
D yy?e17-N7- i
J 73
H. Applicant Information DEC 6 2005
[ : C -1 1005
1. Owner/Applicant Information DENR - WATER QUALITY
WMANDS AND STORMWATER BRANCH
Name: John Koenig' Inc
we, uu,„t???;? ? BRANCH
Mailing Address: 6432 Ya l?dkin oa
Fayetteville NC 28303
Telephone Number: (910 864-1978 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: David K. Newsom PE
Company Affiliation: Crystal Coast Engineering,. PA
Mailing Address: 3817-3 Freedom Way
Hubert, NC 28539
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: crystalcoasteng(&bizec rr com -
Page 5 of 13
12/29/2005 10:19 910-346-1210 JOHN PIERCE SU ,f? PAGE 03
; ', 'fill
M. Project'MfoXm$0an D`C 2 l_005
5.
7.
8.
9
Attach a vicinity maF, clearly show WErLAtVCS r?ID SiiilyYa1iER 6 tH
landmarks such as towns, rivers 'R
ing the locatiOz of the property with respect to local
boundaries and develop;?asnd roads. Also provide a de
nent l
p in xelation to s tasled site plan. sbowing Pr
and, site plaza must include a scale urround?ng properties. Bo °`
1znpervit,us surfaces, or caxher tacilitie
and north must be za eluded, Z the vzczxuty map
The specific footprints of all buildirzs
include the appropriate USGS T If possible, the "laps and '
boundaries outfitted. Plat drawings o aPfuc Quad Maplans
p aud'-ACS Soil Survey with the should
so long as the property is clean de other reaps may be included at the applicant's discretio
LTSACE requires info Y ivied. For admi istrative and y
znk?ltiou to be submitted on sheets no larger distribution ,purposes, the
IZOwever, DWQ May accept a than. 11 b
drawings ratla.ex than a s? P perwork of any sire. Der Y 17-ir?clx format;
reduced to a small scale such that Lbe foal version of the Q prefers full-size construction
full-size plans. Tf :Fu11-size I
the pxojeot has been placed on hold tuztil decipherable lh P-lic Pans are
PPFant will be informed that
maps are Provided.
1• Name ofproject: Ken;3j ton Park nfuT;17;?...
T.I.P. Project Number car State Project Number (NCl]UT Only); n/a
Property lderttigcation. Number (Tax PIN): 436804531949
Locatim
bdm onslo
'County:
Subdivisi on, name name Nearest Town: Jacksonville
(include phase/lot number): Keas. Paxk .
indola,
Directions to site (include road n=ber
l ,
Ilu
V4restetxl Blvd . & w4narks, etc.). F
rom intersection
Guru 13xa,ncb ltd. in Jacksonville. of
20 a,,„re,? n , .? _
2.
3.
4.
6- Property size (acres):_ 10.15
Site coordinates (For. &'ear projects, such as a road or utility line, attach a,
separately lists the coordinates for each crossing of a distinct waterbody.) sheet
Decimal Degrees (6 digits minim,,): 34° 47.75'
°N 77° 26 45'
that
W
Name of nearest receiving body of water: UT to New River
River Basin: White Oak
(Note -this must be one of North Carolina's seve?oteen desi
River Basin map is available at h :flh2o.enr.state.nc.usJad nJ )1ar river basins. The
Describe the existing condi.iions on the site and
at the time of dais applicatio: t: Site i gener'a1 land use in the 16cinity of the project
Psaet era ---1- - , S wndeveloned xnq tvn.,Aaa A s•
Page 6of11
DEC:-29-20055 THU 10:18 TEL:[phone] NAME:DWO-WETLANDS P. 3
10. Describe the overall project in detail, including the type of equipment to be used:
Project consist of development of residential subdivision. Project is subject to N.C. Coastal
Stormwater Regulations (i.e. Wet Detention Pond required). A system of swales and pipes is
required to convey stormwater to the Stormwater Pond A portion of the proposed pipe
system intersects wetlands Pipe installation will require mechanized dozer for clearing and
tracked backhoe for installation and restoration.
11. Explain the purpose of the proposed work: Purpose of proposed work is to install piped
stromwater collection system as described above _
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. None known.
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.
None known.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe 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 13
122/29/2005 10:19
1.
z.
Wetland lmpact
site Number
(indicate ouItap)
Impact 1
Impact 2
Type of V?%etland Located within
Type of Impact (e.g., forested, marsh, I00-year
herbaceous, bog, etc.) Floodplain
Clear, exosvatc, restore Forested wetlatid
No
Clear, excavate, restore Forested evetlaad
No
TOW Wetland impact (acres)
Distance to A= of
Nearest Impact
Stream (acres)
Iiacax feet
47 0.01
35 0.01
0.02
3. List the total, acreage (e?rtirnated) of aU existing wetlands on the property. 0.52 acres
4. Individually list all intermittent and pereuni.al stream Mpacts. Be surf to identify temporary
impacts. Stream impacts include, but are not Zianited to placement of fill or culverts, dam
construction, flooding, ;-elocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabiotrs, etc.), excavation, ditching/straightening, etc. If stream. relocation is proposed,
platys and profiles showing the linear footpriiat for both the orx
roust be included. To calculate acres a multiply ben X width, then divide by 43 560.
cam, Impact
Number m Stream Name Type of Impact perennial or '?°craBe Impact Area of.
cate on ma Jutermitteaut7 Stream Widtb. T cugth Impact
Before Irn act near ifect) (acrr•.s)
none
Total Stream hapaet (bY length arad acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaxies, sounds, Atlantic
Ocean and arry otbet wate- of the US.). Open water impacts include, but are not limited to
fill, excavation dr- 'a j. din drainage, bulkheads, etc.
:diicate n Watcr.impact "i
ite Number Name of Waterbod r Type of Waterbody Area of
(if applicable) Type of Impact (lake, pond) estuary, sound, bay,
on rDla } Impact
none oce etc. - (acres)
PW 8 013
910-346-1110
JOHN PIERCE SURVEVORU
P9GK-", J 05
DEC 2 P 200
dp"R-?"ATF"", ^1.
1N 17Y
ETlAA1J?Sf??vl? ?TOtiiV1'/'d?1PcR tv?+1,A,CFt
Provide a written desomption of, the proposed impacts:
installation of stn, m drain e i its are limited to Clearin
se inch) acrd restoration restore re-ex'stin contours and
Iia.dividually list wetland impacts, 'lopes of impacts ,include, but are not lixrdted to
rnechanired clearing, grading, fill, excavation, flooding, ditching/,drainage, etc. For dams,
lately list impacts due to both structure anal floodina,_
DEC'-29-2005 THU 10:19 TEL:[phone] NAME:DWQ-WETLANDS P.
Total open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0
Wetland Impact (acres 0.02
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
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. Proposed work is associated
with compliance with N.C. Coastal Stormwater Rules (Le, construction of swales and storm
drainage piping system to convey stormwater to proposed stormwater pond). Pipe system are
proposed where swales would tend to dewater adjacent wetlands areas. The wetland impacts are
unavoidable due to existing topography and hydraulics associated with stormwater pond (i.e,
gravity_flow)) Pro-posed storm drainage piping will be backfilled with native (non-granular)
materials (no stone that would promote dewatering)
Page 9 of 13
12/29/2005 10:19 910-346-1210 JOHN PIERCE SURVEY PAGE 07 I 07-z'
DEC
c Z?Q`
VIII. Mitigation WETwi
WQ " MA/4VrLL
ance with. 15A N'CAC 2H .0500, mitigation may be
Division of Water Quality for projects involvi
freshwater wetlands ng greater than Or equal to one ac by die 1VC
or greater than, or of equal to 150 linear feet of total impacts impacts to
Weams. to perentual
USAGE -- In accordance with the Pitta/ Notice of Issuance and Modification
Permits, published. in the Federal Register on .Tanuary 15, 2002, mitigation will be rf uired wb.en
necessary to ensure that adverse effects to the aquatic why
including size and type of proposed impact and fmotion and re ati?ve value of the ixn acoe
aquatic resource will be considered in determining acceptability of, appropriate and practicab)e
mitigation as proposed. Examples of mitigation that may be appropriate and
but are not limited to, roducing the size of the project; establishing and Pm tang include,
and/or upland vegetated buffers to protect open w ra?laing wetland
aquatic resource functions and values by creati?ng?trestoring, senhancing, s; and o replacing losses r
functions and values, prefixable in the same watershed. or preserving similar
If mitigation is mired fcrr. this project, a copy of the mitigation attached in order
for USACE or DWQ to consider the application complete for processing. tt lacking a required mitigation plan. or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current Draft Technical Guide for Stream Work
guidelines for stream. restoration in DWQ's
htt ://h2o.enr.state.nc,uslncrvetiands/stixnni.dehtna1. in North Carolina, available at
1. Provide a brief description of the proposed ruin Lion tan.
as much information as posaible, including, but not limited. to:Thsite e description sbould provide
location (attach directions
and/or snap, if offsite), ifiected stream and river basin, type
of mitigation. proposed (restorati)n, enlaan.cc?ent, creation, and amount (acreag f or Preservation), a plan view
proservation mechanisr.z (e.g., deed restrictions, conservation easement, etc.), and a
description, of the cut=t site conditions and proposed method of co?astru,ction. Please att$ch.
a separate sheet if more t,pace is needed.
n/a
2. Mitigation Way also be made by payment into the North Carolina Ecosystem Enhancement
warn (NCEEP). Please note it is the applicant's responsi'bili , to contact the NCEEP at
[phone] to detemaine availability, and written approval Broxn the NCEEP indicating
that they are will to accent payment fox the mitigation must be attached to this form. For
additional information regarding the application process for the WEEP, check the NCEEP
website at htt ://h2n.ear.s Ate.tac.us/vux /index htrxi. If use of the NCEEP is proposed, please
check the appropriate boas On page five and provide the following information,:
page 10 of 13
DEC-29-2005 THU 10:20 TEL:[phone] NAME:DWO-WETLANDS P. 7
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No.
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
12/291/2065 10:19 916-346-1210 JOHN PIERCE SURVEVOF , "?'?q 4 ? fE5 ?9
L D 210
3. If buffer mitigatio:!z is required, please discuss what t)Tc WEBll?l i r
I7o[xStio ? -' ' ' -' ± TY
n of P'ro • U!,
pemay, Riparian Suffer Restoration of tzahance?ment ox Fa
Riparian Buffer Restoration Fund Yezrt into th.e
w?ithita 15A I?CAC :7 ). Please attach all a '
B .0242 or .0244, or.0260. n/a ppropriate information as identified
n, Storxnwater (requked by DWQ)
Describe iraperviotzs acreage (exist'
controls proposed in orea and proposed) versus total acreage on the site. Discuss stozmwater
e' to PrOtEct Percent iaapervious sut-faC a e?tccedzpa e please provide calculations ?deiuam fr om the
impervious level. lal p
dot o osed Percent b3apervious oustrating totalprop
-.?
roposed
eD.t10ll i7077Pt iR 3UL Sewage Disposal (required by DWQ)
Clearly detail the ultimate ttealmlmt Inethods and disposition (non-discharge or dischar
wastewater generated fzoul the proposed project, or available capacity of the c) of
Public Sewer Service b subject facility.
C,i of Jacksozrv#ue.
X.1 U, Vxoiations (required by la WQ)
Is this site in. violation of I)WQ Wetland Rules (15A NCAC 2H .0500) or an Buffer. Rules?
Yes L] No 10 y
Is this an after-the-fact permit application? Yes
No
XJV. CuJ"1$dve Impacts (required by DWQ)
Will this project (based oa past
d and reaso?aably anticipated #tatvre
eveloprrx=4 which could impact nearby downstream water impacts) ,result in additional
If yes, please subxbit a quali ative or quantitative yuality7 Yes 0 No
the most recent North cm ling cumulative
impact analysis in accordance with.
Division of Water Quality policy posted on our website at
he?r.state.n?o.uslncw?, If no, please provide a short narrative description:
• der Caircunustances (optional):
It is the applicant's responsit,ility to submit the
c application sufficiently in advance of desired
choose to li dates to allow processing time for these permits. However, an applicant
choose to list constraints associated with construction or sequencin may
9 th May impose Iii-nits on
work schedules (e.g., draw-do-wm Schedules for lakes, dates associated
with Endangered and
Threatened Species, accessibiLty problems, or other issues outside of the applicant's control).
Page 12 of 13
DEt=-29-2005 THU 10:21 TEL:[phone] NAME:DWQ-WETLANDS P. 9
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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Triage Check List
Date: 1/04/06 Project Name: Kensington Park & Williamsburg Plantation
DWQ#: 05-2253
County: Onslow

To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 12/19/05 to 2/17/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if-you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba,. Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
121/29/2005 10:19
P.O. BOx.1685
dacksonville, NC 28541
910-946-1210
JOHN PIERCE SURVEYOR
JOIN L. PIERCE & ASSOCIATES P.
IAND SURVEYING • LAND PLANNING . MAPPING ? P.A.
OFFICE: 910-3448-6800
FAX: [phone]
E-MAIL: [e-mail]
or bjarman bizec.rr_C0m
DATE: G 7
FAX ND.[phone]
PAGE 01
artQ1
409 Johason Blvd,
Jacksonville, NG 28540
?E C 2 1005
GEi\R. 'vV "ITER QUALITY
WETLANDS M0 S T QRMWATER BRANCH
Tb : 4 ~ ? f
FROM:
NUMBER OF 1rmi as ijCLUDjNr, MS PAGE
RRIARKS:
L071S, FARMUW0 AND VVC? DLANp S invEYING ¦ SfT-,: PLANNING + SUBDV $jONI LAYOUT + LANG DEVELOpmENT PLANNING
cd,mmUC110N SURVEYING • TOPOGRAPHIC SURVEYING AND MAPPING
Ph8so 15r*Onmeniel Audit / Rink Asg912kq -+
DE=-29-2005 THU 110:18 TEL:[phone] NAME:DWO-WETLANDS P. 1
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
To Ms. Cyndi Karoly
N.C. Department o Environment
and natural Reseurees
DIVISION OF WATER QUALITY
401 WETLAND CERTIFICATION UNIT
1650 Matt Service eenteL
Raleigh, NC 27699-1650
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
letter of transmittal
DATE JOB NO.
December 14, 2005
ATTENTION
Ms. Cyndi Karoly
RE:
Kensington Park
n? rQ
?? ? ? ? ZOG5
SEC .
QUALITY
? UNDER SEPARATE COV iV? t?} fOi;I???ATER BRANCH THE FOLLOWING ITEMS:
? PLANS ? SAMPLES SPECIFEgATIONS
? CHANGE ORDER ?
COPIES DATE NUMBER DESCRIPTION
5 Complete sets of plans as requested
1 Set of original packed mailed & received by
your o ice on 12/6105

THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
? As requested
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? For review and comment
? For bids due
? Prints returned after loan to us
REMARKS
SIGNED
to
JOHN L PIERCE & ASSOCIATES,
LAND SURVEYING -LAND PLANNING - MAPP DEC 6 20??
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
TO Division of Water Quality
401 Wetlands Unit
1650 Mat! ervtce Center
RatP,_gh; NC 27699-1650
y?pS AND STORMWgcR NL;h
letter of transmittal
DATE JOB NO.
December 2, 2005
ATTENTION
RE:
Kensington Park
WE ARE SENDING YOU
? DRAWINGS ? ATTACHED
? COPY OF LETTER ? PRINTS
? CHANGE ORDER
? UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS:
? PLANS ? SAMPLES SPECIFNATIONS
COPIES DATE NUMBER DESCRIPTION
1 Transmittal from Engineer
7 Copies
7 COPies of Quad Shget Location Ma
p
7 Co ie
wetlands impact areas (Sheets S-2 & S-3
7 Full Size

THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
? As requested
? ? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
4
? For review and comment
? For bids due
? Prints returned after loan to us
REMARKS Should you have any questions,
or- neap? any additional ipf rm ion-, please
give us a ra] I
SIGNED
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone]
Fax: [phone]
, r-4
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Kensington Park at
Williamsburg Plantation
Jacksonville, NC
From: David K. Newsom
Date: Nov. 26, 2005
? Urgent ? For Review ? Please Comment ? Please Reply ? Please Recycle
Attached:
Seven (7) Copy Pre-Construction Notification Application Form
Seven (7) copy Quad Sheet Location Map
Seven (7) General Site Plan (Sheet S-1)
Seven (7) each Detail Site Plans for each of two Wetland Impact Areas (Sheets S-2 & S-3)
Seven (7) Full Size (24"x36") Grading & Drainage Plan
Permit Application Fee in amount of $200.00
Comments:
Application is for Storm Sewer Installation ONLY. Storm sewer necessary for compliance with NCDENR
DWQ Stomiwater Requirements (High Density Development requiring Wet Dentention Pond). Disturbed
areas will be restored to pre-existing contour.
Should you have any questions, please contact me.
O?OF WAT?c9QG
co
Q <
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 6, 2005
CERTIFIED MAIL
Crystal Coast Engineering, PA
Attn: David K. Newsom, PE
3817-3 Freedom Way
Hubert, NC 28539
Subject: Kensington Park Application
Mr. Newsom:
On December 6, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on
behalf of John Koenig, Inc. for a 401 Water Quality Certification approval.
The application package is being returned to you for the following reason:
1. The application sets are missing pages 6, 8, 10, and 12
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely, Cyn?diKar:
CBK/t'd
Enclosure: Application Sets, and Check # 15027
cc: File copy + check copy
Kensington Park_hold_Pgs Missing
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/ncwetiands)
Customer Service #: 1-877-623-6748

JOHN L. PIERCE & ASSOCIATES, P.A.
P.O. BOX 1685 PH. 910-346-9800.
409 JOHNSON BLVD.
JACKSONVILLE, NC 28541
RBC
Centura
• RBC Centura Bank
Jackaonvllle, NC
FOR
0010 L 50 2 7115 +:0 5 3 L008 501:0 26

DOLLARS 8 ..?
r
M'
208 7 54811'

15027
86-85/531
1.-'z1W6c- DATE
?`C O \ r ~ \ \ \I /
~ \ A i \ ~ \ \ ( ~ l r
o' \ \ I ti
t,' \ ~ ~ ~ I
~ \ \ ~ 1 NE's HU~I TIN&TON PARK ~ b
~ ~ ' ~ ~ Of
~ \ \ ~ \ ' 1 ~ WILLIAMSBURG PLANTAIN ~
J ~ ~ ~ ~ (CURRENTLY UNDER CONSTRUCTIbN) i ~M / 1 ~ SITE ~ ~ Currently B-I l
\ ~ ~ ~ ~ ~ ~ 1 - ~ i ~
~~t V ~ I ~ ~ , ~ ~ ~ ~ ~ Ft ~ ~ ~ 4
I \ \ \ k t \ ~ ~ \ k \ / \ r ! t
t ~ ~
~ \ ~ 6~ ? ~ e ~ ~ \ j t~~~ ~
\ 43.72 02,~• ~8 ~ 1 1 C,~~ s ~ \ 1 1 1 ~ ~
I \ \ aY~ h 1 \ \ ~ I ~
\ / l ~ ~ _ VICINITY MAP -NOT TO SCALE J ~ i
I ^~o ~ / \ / ,
I ACV f \ o. \
1 as ~ 1 ' \ ~
I i ~w\ \ • 1 ~ p0
~ \ V / " ~ \ / \
~ l 1 i \ >r \ '
~ 1 \ r~~.d° ~ . ~ / N~ ~ 1 ~~-~!~p~ ~ ~ .
/ m A / ~ i ti ~ ~ J, ~ .
~ 1 ~ ~ ~ SI$ ~ ~ ~j \ ~ ,,0
,e l,~i ~r , S~ i ~ S. ~ A
N ~ ~ ~ ~
o, j NOTES:
ti 2 I ~ / ~ 1. ACTUAL PROPERTY LINE RUNS WITH / ~ CENTER OF CREEK, ~ n"' ~
2. SETBACKS: FRONT-35'~ I ~ ~ ' ~ \ ~ S DE STREET-15'; SIDE-10'; h / ~ ~ - , ~ ~ ~ A~ o REAR-i5'. ti ~ ~ \ \ X31 \ ~
3. ALL A h / tJ ~ " ~ E SEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS / W ~ ' ~ A \ \ 2p ~ ' ~ \
TH ~ ~ ~ i 0 ERMNSE NOTED. / 34 \ ~ ~ \ o I
~ I ' ~ h ~ ~i 4. LOT DIMENSIONS ARE SCALED. \ r / Qyl 'tM m ~ ~t ~ mod. 1 ~ i ~ ~ - \ I P
6. 501E DISPOSAL AND DEBRIS WI s ~ \ LL BE HAULED IF REQUIRED. ~s oc~ ! ~ ~ 7. ALL FLARED END SEC110NS TO BE LINED WITH CLASS ONE ~ ~ ; ~ ! r ~ ~ 33 so\ fi ~ ROP e ~ 0 y i SED
RIP RAP AS SHOWN ON DETAIL SHEET. ~ I i b ~ ~ S TE ~?.f ~ ~ N B
~ ~ ~ ~p • 0 I \ ~ 3 ~f ~p hrr~'~a E 4 su yy OU of y REV ~ they bn, or ARp ,
s l ~ ~ \ 3
e I ~ i I \ ~ c 9. All RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND I, ' nti' PAVEMENT INTERSECTS TO HAVE 30' RADIUS >3~ o 9Z I ~ ' ' " \ 4 ? /YU 0 0, _ ~ Fur' n^'~ ~+Oy fkrr of ; ~ U R
• 1 \ t0. TOPOGRAPHIC SURVEY PROVID " ~ ~ ` CB 2 \ \ ~
11 ED BY OWNER. ~ - 'Ap -3, 1 ~ I ` I, ` ~ sa 3' \ . ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET ~ iop-35.3 I ' 1 \ ~ ~ .
TO SIDEWALK PER N.C.D.O.T. AND CITY I r ~ I^v-34,10 ~ I ~ ~ ~r . \ Jo OF JACKSONVILLE'S m i ~ •s \ L~ SPECIFICATIONS, i, a 1 J p a. g•g i I ~ \ ~L~ ~ \ ° / Exlstin desi \ \ 9 gn (Hu~ gton Park
2, ALL CUI-DE-SAC WILL HAVE 50 RADIUS, / I 1 ! (r , 30 b / 1 4 To Detention P • .
13. SIGHT DISTANCE ARE 37,5'X70' AT INTERSECTIONS. ( i ~ ~ \ 14, DEVELOPER TO fURNI H ~ Cp I I b \ 3 . 0 and (see she h ~ (Detention Pond !s s et 8 of g) ~ \ hared w/Huntin
S STREET SIGNS AND STOP SIGNS AT F eq?~ STREET IN ~ o ~ \ \ TERSECTIONS ACCORDING TO CITY STANDARDS, 4 I I 1 \ 29 / gton Park)
15. SIDEWALKS 1MLL BE CONSTRUCTED AS REQUIRED BY CITY OF 1 i j W ~ \ ~ w I \
JACKSONVILLE'S STANDARDS AND AS SHOWN I o ~ ON TYPICAL SECTION. 1 b .m, ( I , ~ ~ se 16. THIS SITE IS NOT WITHIN A 100 YEA I r s \ 28 ~ $
R FLOOD ZONE PER FEMA ~ ~ s TRAVERSE llNE I ~ '0' ~ ~ MAP 1M370178-00018 4MTH AN EFFECTIVE ~s I ~ ~ \ ~ ~ er Rq \ n VE \ ~ NS
1 ~ ~ DATE OF FEBRUARY 15, 1985 AND FEMA MAP 1y370340-0190C •g£t - ~ ~ WITH AN EFFECTIVE DATE OF JULY 2, 1987. \ 'S Z ~ ~ 44,0 OF \ 27 ~ STORM PIPE DATA (ALL PIPES AAE RCP
17, IT IS THE CONTRACTOR'S RESPONSIBILITY T ` 'H i / \ t ~ 0 VERIFY SOIL \ 1 m ej t4.p B>ar wq \ ~ Rational Method: UNLESS TH 1 ~ Y ~ 0 EAWISE N07ED)
CONDI110NS PRIOR TO CONSTRUCTION do CONTRACTOR' N F b ` I \ •,r S / 1 ~7 I A ) O=CIA 0=(0.35)16.5 (A1 0=2.275 A R/ \ I ( 1 W \
RESPONSIBILITY TO COMPLY VNTH THE CITY OF JACK N JOHN KOENIG INC \ d ~ \ P so v~LLE s 5 r / \ COM ACTION STANDARDS FOR ALL STREET CONSTRUCTION. TRACT 1, M.B.4~' P,38 ~ A O ' ep,r U$ \ I t PIPE AREA(AC) 0 °6SLOPE LENGTH FT SIZE IN ~ ~ /C` ti„ I 1 ( I
18, SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHE AN B-1 \ „ n m / 20 ~ \ vt A 1.31 2.98 0.35 30 15 Q~ ~ / ~ 8 2,52 5.73 0,35 211 18
SWALES AND T S D ~ 1 ~ , , e~~, 0 STABILIZE SIDE SLOPES PER THE CITY OF ~ = i ~ JACKSONVILLE'S EROSION CONTROL SPECIFCATIONS. ~ " , m ~ N J' ~ ti .3)~Q C 3.13 7.12 0.54 213 18 VELOCITY
1 Y ~ 1 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. ~ h ~ y D 3.77 8.58 0.35 76 24 4.52 FPS ea E 0.82 i.4t 0.68 162 15
20. ALL CATCH BASINS TO BE PROTECTED IMTH DOUBLE CONCRETE 1 8 S ,ro?t~ \ ~ N III ~ BLOCK FILTER (SEE DETAIL). 1 m ~ I , I, 2~ ~ tI~ J, r t F 0.35 0. t .
21, DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WESTERN BLVD. 1 ~d„i b ' ~ o \ 4?.pT ~ ~ ~g G 77 68 02 86 8 ' X8.50 ~r 0. 1.50 1 .Oa 165 t 0 r\ S d' H 0.77 1.50 0.8t 70 t0
\ < ~ ~ ' I 3 Top-34.0 (rl I I ' N 22. ALL HOMES TO ONLY FACE STREETS IMTH AT LEAST A 35' MINIMUM sp.dai Note Concerning Roo{ Dralne 1 $ 6 Inr3239 ~ e)J I +.39 2.71 0.65 100 12
BUILDING SETBACK. Roof drains ehdl be Inetdled on Lote 8 N + ~ ~ A 22 \ ~ 39.51 ~ '.a1 2.75 0.64 95 12 22 \ \ e) K 74 3.39 0.65 108 12
23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. 7 C01N""'t with twrm conetructbn I ~ O W x to dMrt drainage hom roof io e ~ ~ 24. CONTRACTOR IS TO CONT ~ ACT THE CITY OF JACKSONVILLES PUBLIC etamrater cdiectlon em. I w 70 / w ~ \ "r ~ R 40 L 2.09 4.08 0.64 214 15
WORKS DEPT, AT LEAST 48 HOURS PRIOR TO P A IN • ec~ Note A ~ M 2.46 4,80 0.65 37 15 ) ezr "tb N 2.62 5,11 0,64 109 15
ON ANY ROAD BED THAT I L C G ABC OR ASPHALT { ~ / ~ 5 TO BE ACCEPTED FOR CITY MAINTENANCE. i ~ , / 'I ?!r 25, TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTAL I A t o01 DroM+ , ~ 23 h \ \ ` 0 2.71 5,28 0.64 46 15
AT ALL CROSSINGS OF WATER LINE AN I LLD i iRAVERSE LINE Z R •ca ~ i ~ D RE NFORED CONCRETE PIPE. s•• ~ \ \ ~ P 2.99 5.83 6.67 30 12
c i \ 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERIMSE SHOWN ~ a ~ , 24 ~ ~ 38.50 G 2.as 5.so 1.0 h I \ ` N 0 100 18 h ~
27, SIDEWALKS ARE TO BE 4' WIDE, BATTLESHIP GREY, TRUNCATED DOMES do HANDICAP A 1 ~s r ~ I CCESSIBLE MEETING A A \ n I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS ,v+++"""Na,,;
BATTLESHIP GREY MUST BE DIED INTO THE SIDEWALK N T P D REQS, ~ ,ti / g~`° 7 I 01,E 0 AINTED. f k ~ ~ \ ~ ~ ~ DRAVM UNDER MY SUPERVISION FROM AN ACTUAL S o~~, 25 ~ ~ ~ ~aR MADE UNOER MY SUPERVISION (DEED REFERENCES O
28. ALL ROOF DRAINAGE MUST BE DIRECTED SO AS TO BE PICKED-UP / Top-33.5 I ~ BY THE POND, All IMPERVIOUS AREAS MUST R ° y~ Inw31.82 ` HEREON • THAT TH ~ ~ SS/ C/ 26 E BOUNDARIES NOT SURVEYED ~ ~F p 1, ,J
D AIN TO POND. / ,,ti 1p ~ / ~ 19 ss; y,~~, / ~ ~ 29, ALL ROADS THAT ARE TO BE PUBLIC SHALL PASS A PROOF ROLL PRIOR TO PLACING ~ )0 , ~ CLEaAIY INDICATED THAT THE RA110 OF PR P t A rA EC Q _ 9.~ / _ ~ S ~ LCULATED IS 1:10,000+; WITNESS MY = SEAL
THE ROCK SUB-GRADE AND AGAIN BEFORE PLACING THE A P / ° L'~t ~ S HALT. ~ r ! ~ i ~ ORIGIN SIGNATURE, U N RE NUMBER AND SEAL : _
30. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER / ` ~ AND SEWER MAINS. I a ~ m ' ' 18 eA°, / THIS_ DAY OF _ , ZO c~ ; L--2596
~I 31, NO AREAS OF ENNRONMENTAL CONCERN EX PTA T 1 ' / ~ ~ §
CE S SHOWN. EMPORARY SEDIMENT TRAPS: l : / lei \ ` 6 PFR =PEAK F'LONt AATE 1 ~ ~ t / _ , o e4p. o,,~ . s~~v ~ ? P
5A -SURFACE AAEA ~•7° ~ a A~ ~ \ / , ~ 4 17 ~s at~'N• ~NH P! nCE P.LS. L-2596 ----~i;~
TRAP N~IDTH V \ ~ ~ ~ LENGTH DEPTH AREAIAC) PFR(cfsl SA(ACI FA'0.01 a V ~ ~ 35.90 '~f-~~,,,,,~~ / I fl'
1 25 78 3.5 1.5 3.41 ~ L Top- .S ` s' ~ ~ 0.045 0.034 e; Inv-31. Q' \ ~ N ~ 6 I ~ i > 9S 1RM STORM DRAINAGE 5T ll., 1. , C / ~ ~
2 30 73 3.5 1.7 3.87 0.050 O.b39 ~ ~ ~ AA 3 25 78 3.5 1. ~ ~ \ b / 4 F; 'Sw', `r.+. ;b'~H 9AS:*r•~B>. ^P;r :"',E',Oil
5 3.41 0.045 O.p3a ~ 1 \ ~ 4 25 67 3.5 1.3 2.96 0.038 ~ 0.030 \ n• ~ INy~ C8 'Oo DI TOP INV \ ~ 15 38'73 ~+~.0 39.0 1 41.5 38.16
i oC ~ ~ ~ esd / N ~ a3.0 40.0 2 10.0 ?7.00
! ~ ~ \ s ~ ~ . •'~r ~ J~ . X00' \ ~ N r 3 42.0 38.9 ''~a „V / h /
s ~ ~ SI TRACT DATA: ti 6 / ~ ~ W - ~ 1
LEGEND el. M \ ~ ~ ~ \ ~ \ Y eQO, ~ ~ a,l_ ~ ~ 1 `1~~8
SIS - ZONE = 8-1 i ~ SET IRON STAKE \ TOTAL AREA = t0,t5 ACRES (PORTION OF TRACT 1yt M,6.47 P,38) F \ V ~ ~ 3S
MH = MANHOLE 566.53 ACRES WILL BE REMAIN IN ~ ~ ~ e5~a TRACT AFTER SUBDIVISION IS RECORDED. D&UE = DRAINAGE & UTILITY ESMT. AVERAGE LOT SIZE = 8 \ \ e$0' y 39.5 ~ .R
~ = W ,600 S.F. p~_~ \ ATER VALVE TOTAL NUMBER OF - ~ ~Q ~ ~ ~ ~ru~-W•.: . _
L0T5 - 34 eA~.,~„ , FH FIRE HYDRANT LINEAR FEET OF STREETS = 1550 ~ eA 1 ~ H'oter, Sewer ~ S1~rmwoter ues~ n 8
RCP = REINFORCED CONCRETE PIPE TYP. LOT DIMENSIONS - 'X ~ ~ - I ~ ~ MBL = MINIMUM BUILDING LINE 65 130' ~ 3p ~ \ ~ ~ 9 r ~
MINIMUM LOT SIZE = 6,000 S.F. (BY PROPOSED RM-6 ZONE) / ~ ~ S, T, = 37,5 X 70~ SITE TRIANGLE WATER\SEWER =CITY OF JACKSONVILLE-ONLY iF ANNEXED OR gVEN T ~ \ ~ ~ R NG . .e~ ~ CRYSTAL COAST ENGINEE I. P
AGREEMENT. ~ OF CITY l ~ ~ ~ x 45,2 = SPOT ELEVATION ~ ~ \ \ ~ N~ uli~-a nmmoir >t~Y - HuBCtrr, N.c. - z~
x PROPOSED ELEVATION DISTURBED AREA = 11.22 ACRES I ~ ~ 8~ ~ I \ JOHN KOENIC INC t'trow ii10? 7t5-000a Faz (O10) ~t5-0000
~ _ DIRECTION OF FLOW TOTAL ACREAGE IN REMNANT TRACT =f1416.5 ~ ~ 1 ~ iv,= INVERT SETBACKS: 30' FRONT, 8' SIDES; t5' SIDESTREET; 15' REAR (PER PROPOSED RM-6 \ ~ ~ ~ ~ 12 ' \ I gs 38. O :M`' TRACT 1, M.8.47 P. t,9 t~IcoatrtR .com M~Id C. No+wm, P'6 Sts ~ 8-t xm?,°rr nCfn++*~V
G.V. GATE VALVE ZONE) REZONING REQUEST HAS BEEN SUBMITTED, \ ~s ~ ~ b \
-X-X- =SILT FENCE ACREAGE IN PARK = t16 ACRES HAS BEEN DEDICATED TO THE COJ FOR THE EN11R \ ? ~ rar31. CB CATCH BASIN WILLIAMSBURG PLANTATION AS IT WA E ~ ° PRELIMINARY GENERAL PLA'N'
S SHOWN ON THE APPROVED MASTER PLAN. ~ ~ ~ 3 TAX MAP 339 PARCEL 19 q~ i JB = JUNCTION BOX q ` ~ 1 ~ 13 ~ 39.5.. ,
DB = DIVERSION BERM MAINTENANCE P~,gN ~o~ tis 1 y ~ . ~ GRAD ING & DRAINAGE PLAN 14 ~ ~
= ROCK CHECK DAM ~ ?9 ~ ~ ~ ? N STORMi9A
C ' • I " _ ~ ~ I TER EROSION NT CO ROL PLAN _
DOUBLE CONC, BLOCK FILTER ALL EROSION AND SEDIMENT CONTROL PRACTICES ~MLL BE CHECKED 0 ~ 4 FOR STABILITY AND OPERATION FOLLOIMNG EVERY RUNOFF- 40 - , ENTIRE TRACT IS WOODED ~ PREPARED FOR _ ~ K~nsin
N ~'f ~ = RIP-RAP APRON PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A ~ \ \1 ~ ton P ark ~ OF
ANY NEEDED REPAIRS WILL BEM I WEEK. JOHN KOENIG INC ~ • ~ -SF- • SILT FENCE ADE MMEDIATELY TO MAINTAIN ALL TRACT 1 M.B.47 P. \ ~4+ ~ ' PRACTICES AS DESIGNED. ~ ~ , ~ + W'I~~I amsb ~ ur I antat~ on
D&UE ~ DRAINAGE dt UTILITY ESMT. 2-SEDIMENT VNLL BE REMOVED FR M TH B-1 ~ ~ / 0 E SEDIMENT TRAP AND BLOCK \ Z ~ T ~ / ' ~ JACKSONVIL E T NM IP rF T~; L 0 SH ONSI~ww .,._J~V~ ~a~,
a \ \ b,, HANDICAP RAMP AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY ~ ~ yew HAS BEEN APPROXIMATELY 50~ FILLED, GRAVEL WILL BE CLEANED ~ / ,r ~ ~n w + OWNER E CEP BRED A ~
= TREELINE t 3as OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS ~ E • ~ ~ i,;:ze,~ ~m~aut / /D vELOPER: ~-~s JOHN KoENtC INC OHN L. C'IE ~ RCE 8. ASSO I - C RTES P. A.
-87 S.Y. 6"RIP RAP ~ ~ 1 i 1,~~e ~ ) ~ 832 YAOKIN ROAD 409 J
1' THICK W 3-SEDIMENT W1Ll BE REMOVED FROM BEHIND THE SEDIMENT FENCE ~ ~ ti , ~ ~ / ~ / GEOTEXTILE UNOERMATTING WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE N ~ s ~ ~ i ~ ~ GAYETTEViLLE, NC 28303 OHNSON BLVD, JACKSONVILLE, NC 28544 ~ ~ ~ J ; ~ ~,f s10-864-198 PHONE: [phone] DATE: ~'*b~~~•v 2 ~~~Oa
SEDIMENT N WI FE CE. THE ~ ` \ ~o sra - Slop FE CE LL BE REPAIRED AS NECESSARY TO MAINTAIN A ~ ~ 'c', a ,404 yrfTLAN S d~ ~~o ~ ~ ~ ~ , SCALE: t"= 50' r` a '
BARRIER, ~ a. F ?g REVISED 3-8-OS J48 ~ FILE NAME:
= GRADING LIMITS 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, ~ N 3EV4'41' E 67.91' AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE REviSEG 3-23-05 GRAPHIC SCALE
I ?4 ~,p PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 24 oa ~ REVISED 4-25-05 0
= TEMPORARY SED. TRAP 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER W1LL PERPETUALLY ( ~ MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL ALL EASEMENTS ARE?20 ~RAINA(;F aNn I ITiI ITV I Inn ~ '~P,o oo°o REVISED 4-28-05 so ° 26 °0 '0° 200
I TY ! I C\11 Ccc al: vlc~n a_no_nr "
Rof: Portion of Troot /1(M.B. 47, P.30) \EGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION, OTHERWISE NOTED. Vi~L1..JJ EES 2/.9.00 \ REViS~V v~ vJ
i ED 8-1 6 05 REVISED 11-9-05 ( IN FEET )
1 inch • 50 tt. SHEET 1 OF 9

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N I OTES:
1. A ~ o ' / s. CTUAL PROPERTY LINE RUNS WITH CENTER '0 ~ ¢ ~ a
2• SETBACKS: FRONT- OF CREEK• 2 / ~ / ~pF~ 35 , SID E STREET-15'; SID - ~ ~ N e i
REAR-15'. E 1p. ; / ~ ~ }A4 s 3. All EASEMENTS aRE 20' DRAINAGE h
/ ~ ~ ~ ~ tivr ~a~ AND UTILITY UNLESS OTHERWISE NOTED. / / , ; ; ~
4• LOT DIMENSIONS ARE SCALED. I ~ ~ I ~
6. ~ ~ ~ ?o. SOIL DISPOSAL AN ~ / 34 D DEBRIS VWLL BE HAULED IF REQUIRED. l i ~ / A ~ ?o. ~
7. ALL FLAR EO END SECTIONS TO BE UN ~ ~ / r tiv RIP RAP AS SHOWN ON DETA ED WITH CLASS ONE ~s T ~
IL SHEET• ~ , ~ \ ''~a P e \ Y b, R OP
l 33 ~o\ o ~ 1 3 ~ ~ \ / N s0~ Mph • ~ ~ 0 J ~ ED
9. ALL RI ~ / a GHT ~ WAY INTERSE ( " CTIONS TO HAVE 20' RADI D ~ I ~ sr as w ER ~ or a~, >g0
PAVEMENT INTERSECTS TO HAVE 30' RADIUS US AND v ~ I L_..-•- 32 10. TOPOGRAPHIC SURVEY PR041DED BY ~ q ~ I ' I ~ \ fi«~ M e Ul, ~ ~ or EV \ pty ~ ~ cp~i ~ h~,, 4 2
OWNER. X 2 , i $ 11, ALL INTERSECTIONS IMLL HAVE HANDICAP o I ~ ~ I " bu a, a R ~w
RAMP J' I ~ TO SIDEWALK PER N.C.D.O.T. AN S FROM STREET ~ I I ~ ~ D CITY OF JACKSONVILLE S v I A a ~ \ ~R \ tea, E
SPECIFICATIONS. ~ 12• ALL CUL-DE-SAC WILL H ~ ~ ~ 31 ai~+a~ (aw,'6v
AVE 50' RADIUS. ° \ ~o 13. SIGHT DISTANCE ARE 37.5'X70' AT INTER ~ ~ a ~
14. DEVELOPER TO FURNISH STRE T SEC110NS. ~ I ~ ~ ~ ASS o o.~x (t'9o \ E SIGNS AND STOP SIGNS AT ~ ~ ~ ~ dorc°~b STREET INTERSECTIONS ACCORDING TO CITY T ~ ~ ~ 30 ~ \
1 S ANDA 5. SIDEWALKS WILL BE CONSTRUCTED ASR I RDS. \ \
EQU RED BY CITY OF 4 I, ~ ~ JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICA A, \ 29 \ \
16. THIS SITE IS NOT YNTHIN A 100 YEAR F L SECTION, ~ L000 ZONE PER FEMA ( ep MAP X370178-00018 WITH AN EFFECTIVE ~ ~
DA ttt ~ TE OF FEBRUARY 1 a~+~ ~ ~'~w~ 5, 1985 AND FEMA MAP X370340-01900 Sis ~ m \
MATH AN EFFECTIVE pA F I ~ a TE 0 JULY 2, 1987• ~ 4 ke ~ \ 17. IT IS THE CONTRACTOR'S RESPONSIBILTY T I P g Rq 2a ~E \
0 VERIFY SOIL z ~ NypR~&v, CONDITIONS PRIOR TO CONSTRUC110N & CON ~ ~ t NS ~R \ OF \
TRACTOR'S w \ \ ~ ~ RESPONSIBILITY TO COMPLY WITH THE qTY OF N/F m R ~ ~ JACKSONVILLE'S ~ ~ \ ~ w 27 u;\ ~ ~ eS ~ qY
COMPACTION STANDARDS FOR ALL STREET CON JOHN KOENIG INC ~ 18. SITE CONTRACTOR TO SPREAD SPOIL F STRUCTION• TRACT 1, M,B.47 P, 5 r I I . ~ \ ~ Sp ,,x R/ ~
ROM ALL DITCHES ANp 38 O ~ ~ SWALES AND TO STABILIZE SIDE SLOP B-1 ES PER THE qTY OF ~ n 20 W ~ '°U ~
JACKSONVILLE'S EROSION CONTROL SPECIFI i CATIONS. Z I I ,t~,.\ 19. ALL DRAINAGE PIPES 70 HA I 8C~ ~ C)
VE FLARED ENDS. m ~ \ 20. ALL CATCH BASINS TO BE PROTECTED 1MTH ' ~
BLOCK FILTER (SEE DETAIL • DOUBLE CONCRETE ~ I \ ~ o'
21. DRIVEWAY ACCESS WILL NOT ~ BE ALLOWED ALONG WESTERN BLVD. :LI ~ ~ I \ ~ e;e.
,~~I 21 \ 22. ALL HOMES TO ONLY FACE STREETS IMTH AT < ' ' BUILDING SETBACK. LEAST A 35' MINIMUM ~ I \
6 23. ALL SIDEWALKS TO BE CONSTR I UCTEp AT LEA5T 3' OFF BACK OF CURB. ~ I
24. CONTRACTOR IS TO CONTACT THE CITY OF JA CKSONVILLES PUBLIC ~ ~ I 22 WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLA \ MN \ ~ ~ 22 \ ~
ON ANY ROAD BED THATIS T CING ABC OR ASPHALT ~ ~ i 0 BE ACCEPTED FOR CITY MAINTENANCE. ~ \ \ ` \ \ ,
25. TWENTY LINEAR FEET OF DUCTILE IRON PIP T ~ \ ~
AT ALL CROSSINGS OF WATER IN E 0 BE INSTALLED i . ~ 26. ALL INTERNAL L E AND REINFORED CONCRETE PIPE. 23 ~ 4
STREETS TO BE 31' BACK/BACK UN ~~YERSE UNE j I 27, ( LESS OTHERVASE SH Z7 ~ I SIDEWALKS ARE TO BE 4' MADE, BATTLESHIP OWN) C ~ ~ 'lssr
BATTLESHIP GREY, TRUNCATED DOMES & HANDI GREY MUST BE DIED INTO THE SIDEWALK, NOT P CAP ACCESSIBLE MEETING ADA REQS, ss ~ a. • 24 ~
28. All R AINTED. 7 r I s" OOF DRAINAGE MUST BE DIRECTED / ~ I
BY rHE P SO AS TO BE PICKED-UP n I OND, ALL IMPERVIOUS AREAS MUST / ..i $ I DRAIN TO POND. \ \ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \ 25 DRAWN UNDER MY S P
29. ALL ROADS THAT ARE TO BE PUBLIC SHALL P a THE ROCK SUB-GRADE AND AGAIN BEFOR ASS A PROOF ROLL PRIOR TO PLACING ~ ap x 19 U ERViSION FROM AN ACTU~~ Y MADE UNDER MY SUPERVISION (DEED REFER ~
E PLACING THE ASPHALT, Sls• 30, NO LANDSCAPING OTHER THAN GRASS WITHIN ~ ~ ' I, \ \ 26 HERE N • ~ U 0 THAT THE BOUNDARIES NOT SUf~~'
AND SEWER MAINS. EASEMENTS OR OVER WATER = I ~I CLEARLY INDICATED; THAT TH '•'~~S~O '•.2 ; E RATIO OF N AS CALCULA ~ .p
31. NO AREAS OF EN41RO<'1MENTAL CONCERN EX o, CEPT AS SHOWN. I TED IS 1:10,000+; WITNESS Q 9~ ; = ORIGIN SIGNATURE, LICENSURE NUMBER=AN4 AL$EAL
~ I ~ 18 • I ~ \ \ THIS DAY OF 30
~ g ~ , \ -2596 a:
~ ~ ~ V~ 17 \ ' ~ •.9 w . - _ ~ •.ti > > ~ H :off.. ~
~ 1~ \ ~ ~ \ \ S JO N L. PIER P,LS. L-2596 • ~
\ N L. 4 16 ~~~~~II~I~ III N11 X11v
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J: ~ g~ NOTE; STRUCTURES SIZES CATCH ' ~ 15 ( BASINS, MH S, ETC,
9 ~ B 4 g" EXA ) '~E GGERATED. ACTUAL SIZES HAVE BE \ ~ EN TAKEN INTO ACCOUNT a c, '4~ ACCOUNT TO ACHIEVE ADE UA
\ S•5, N Q V TRACT DATA: s \ ~ ~Yr F • ND \ : ?a~,y, Q TE (3 SEPARAl10N OF UTIUTI ~ r ~ v ; w ; ES.
~ ~ SIS SET IRON STAKE ZONE = B-1 \ \ ~ 4 ~ ` s,
TOTAL AREA • 10.15 ACRES (PORTION F \ MH MANHOLE 0 TRACT 1 M. ~ ~ ~ NO CONSTRUCTI
DdcUE = 566.53 ACRES WILL BE REMAIN IN TRACT ~ 8.47 P.38) \ , dp DRAINAGE & UTILITY ESMT• ty1 AFTER SUBDIVISION IS \ ~ w AVERAGE LOT SIZE - 8,600 S.F. RECORDED. \ ON OF EITHER WATER OR SEWER LIN `I•AL ' ' _ BEGIN ES IS TO
~ WATER VALVE TOTAL NUMBE ~ \ FH FlRE HYDRANT I R OF LOTS - 34 \ wA _ I'.~~ ~ PRIOR TO RECEIPT OF PERMITS TO _ , r i a~ d CONSTRUCT FROM NCDENR IN ACCORDANCE WITH 15A N • - A
= L NEAR FEET OF STREETS - t5 10 \ RCP REINFORCED CONCRETE PIPE TYP. LOT DIM 50 C C 18C.0305(a) AND 15A NCAC 02H,0204
MBL = MINIMUM BUILDING LINE ENSIGNS s65'X 130' MINIMUM LOT SIZE = 6,000 S.F. (BY PROPOSED RM- \ \ ~
S. T, = 37.5' X 70' SITE TRIANGLE WATER 6 ZONE) \SEWER =CITY OF JACKSONVILLE-ONIY IF , \ Water, Sewer & Stormwater Desi n B .
x 45.2 = SPOT ELEVATION AGREEMENT. ANNEXED OR GIVEN OUT OF CITY \ x ® ~ PROPOSED ELEVATION DISTURBED AREA = it ~ \ I Y O ~ I
a DIRECTION OF FLOW TOTAL ACREAG •22 ACRES \ ~ I CRYSTAL CO AST ENGINE
INV. ~ INVERT E IN REMNANT TRACT =11416.5 ' SETBACKS: 30' FRONT, 8' SIDES; 15' SIDESTR T ~ 1 G. v. GATE VALVE 20NE) REZONING R EE , 15' REAR (PER PROPOSED RM-6 N ERING p.A. ~s ~ 9817-9 FREEDOM 1lAY - ~ Jo~~ JOHN KOENIG IN N.C. - 28599
-X-X- =SILT FENCE ACREAGE i EQUEST HAS BEEN SUBMITTED. ~ 2 ~ ~ ~s ? k TRACT 1 C Phone [phone] ~S 8101k,~ , M.B.47 P.38 ) fa= (91D) 926-OOBp
CB N PARK = 116 ACRES HAS BEEN DEDICATED TO TH ~s CATCH BASIN WILLIAMSBURG PLANTATION AS IT WAS H E COJ FOR THE ENTIRE \ ^ssr B-1 e+n?.cryetalcoaaten~tneerinQ.com David K. Neseom, PE
JB = TAX MAP 339 PARCEL 1 SOWN ON THE APPROVED MASTER PLAN. ~ JUNCTION BOX 9 DB = DIVERSION BERM 9.0 ~
_ .o„o F~ 13 I ~ SEWER SCHEDULE
ROCK CHECK DAM + c o~
= DOUBLE CONC. BLOCK FLTER ~ 14 MH STA TOP INV 1 2+39.16 43.50 34.18
o,~ = RIP-RAP APRON 1 ~s 2 ~.a2es/o+oo 43.01 34.61 w at er S
SILT FENCE JOHN KOENiG IN 1 3 B+30.26 ewer P 43.7 I a 2 35.96 n 4 9+24.15 41,11 37,28 ENTIRE TRACT IS WOODED PREPARED FOR
C D&UE = DRAINAGE & UTILITY ESMT, TRACT 1, M.B.47 P.3 5 0.94.25 43.33 35.04 K
8 = HANDICAP RAMP B-1 S / 6 rosin t 4+ 4 on P 9.67 ark 40.54 / / 36.84 OF
= FELINE ~ ??I Ili amsb ur P la / nta t~ on
PROPasED wA JACKSONVILLE TOWNSHIP, ONSLOW
=87 S.Y. 6"RIP RAP S / i' THICK W/ GEOTEXIILE UNDERMATTING TERUNE COUNTY, NC 8"PVC- 1660 LF OWNER/DEVELOPER: PREPARED BY
~ / JOHN KOENIG INC OHN L, I" IERCE 8. A
~ ~ sror - sroa ~cx~ • ~ 64 SSOCIAT n 32 YADKIN ROA ES 1` . /l. ~ ~ FAYET D 409 JO TEViLLE, NC 28303 HNSON BLVD. JACKSONVILLE, NC 4
= GRADING UMITS sl 4p4 WETLAN S 9 910-864-1978 PHONE: [phone] DATE: Februar 2 2004
SCALE: 1 50' F Y
= TEMPORARY SED. TRAP 'B• . P~• REVISED 3-0 - JOB # FILE NAM 8 05
E• REVISED 3-24- 05 ~ , GRAPHIC SCALE REVISED 4-25-n~
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~ CRYSTAL
j ~ j I I `o~ COAST EN GINEERIN 961 - G, P.A. 7 9 f'RBEDOY IIAY - HUBERT, N.C. - 2669p
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REV 11- - SHEET N0. 9 05 LAND SURVEYING -
LAND PLANNING - PHASE 1 EVIRONMENTAL AU F 9 409 JOHNSON BLVD. - JACKSONVILLE, OF
N.C. - 28540 Fax [phone] - E-Ma DISK
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i ~ , ~ I r t" ~ --I- ~ ~ I I I I i I i i I I F I I i ~ I ~ ~ , - -.-_--J-~. I 1 I ~ ~ ~ ~ nscro a ~ ~ ~ f John Koenl .
I ~ I r 0+00 1+00 i r ~ ~ ~ , ~ ~ ~ JACKSONVILLE T1iP., ONSLOR COUNTY NORTH C 0
2+00 3+00 4+00 5+00 AR LINA 5+00 6+OQ Rev ~_a_n~
. v v vv REV 3-24-05 JOHN L. PIERCE & ASSOCIATES, P.A. SHEET N0.
REV 4-25-05
40F9 REV 11-09-05 LAND SURVEYING - LAND PLANNING - PHASE 1 EVIRONMENTAL AUDITS
409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
Phone [phone] - Fax [phone] - E-Mail: bjarman®bizec.rr.com
FILENAME
DATE Feb 2, 2005 SCALE as noted DRAWN BNJ DESIGNED BNJ JOB NO.

7 x INSIDE DIA. OF PIPE DEWEY BROS. INC. CATCH BASIN MANHpLE
FRAME B GRATE CH BN 2000 r
NOTES
TOP OF CURB 6' 1'-6' 1. SIZE pF INSIDE DROP TD EQUAL ECCENTRIC CONE
a" MAX e s• wH t2' a• Me+ 1/2' RAD, RAD. PIPE SIZE COMING IN
8' 24' B'
8"~ 6" BRICK 3' RAD. i/8' RAD,
2' 2" 8` ~D ~o
5 x INSIDE 3' 0' ° c S' VARIES - 48` MIN, 5'
I AS NOTED R,C.P. DIA, OF PIPE I ADAPTER; ~ , " ~ ~ PVC: SDR PIPE -SCH 40 PVC
- - i0 ~0 ~ ADAPTER
" I . DIP: OMNI COUPLING DIP TO PVC SCH 40
4 2'-0' RUBBER BOOT VATH S.S. BANDS SOLVENT CEMENT CROSS
a 4 ° a a i 0.
a e da V Ca d 4 dad d 0
a' B` . ~ N,C,D,O,T, STAP C,D,O,T~ STANDARD 24' CONCRETE CURB & GUTTER SOR35 PVC OR DIP
8 5' 0" CLASS ARIP-RAP SCALES 1' _ !'-0'
3 x INSIDE 2500 CANC. MIN. 16' JOINT, DIAMETER AS SHOWN AN PLANS.
DIA. OF PIPE F0011NC GEO-FABRIC TO BE ~ STAINLESS STEEL STRAP
INSTALLED UNDER ~ WITH S.S. EXPANSION LAG BOLTS
RIP-RAP APRON RIP-RAP 18 O.C. t~ STRAP TO BE LOCATED 0 TEE
OUTLET PROTECTION
(NOT TO SCALE TYPICAL CURB INLET
5 ft CH BN 2000 2' MIN, i WEIR(PERPENDICULAR TD FLOW) 45' PVC SCH 40 BEND.
~ MIN ~ ~ NOT TO SCALE 50' OR 60' RIGHT OF WAY .,aD°°°°°°°D°or I (MAX.> ANCLE TOWARDS INVERT
I NQ 5 STONE °noooooopooo~°,~ I DUT 1 THICK 000000 D D 0 D D,
o°o °0°0°0°0~ 0°D°0°D°ry°ry°O ~
1800 cu ft acre ~ i- YS .~:Y~l', *kG ~ ' T~~~^~~~~ ,.ry ~ f MAX ~ 2 ~ O o O D a o C Z °oQ°ODOaoap°Of. ~,a°°°D°a°U°°°
r,~; , . ~ 5 t r~ -a~~./{ ~----15,5' OR 18.5' ~ ~0°0°°°0°0°0° tf1
~I ~~x,; ~,t ' r, ---11.5' OR 9.5'-~- ' ~~l , v~-~, ,~~-~c~, --11.5' OR 9.5 oo°o°o°o°o°o°°r• i ~aoooooopo°°ooe ,oooooo°oryooo, EQUAL Tp EX, OUTLET
No. 57 STONE ~ ~ ;r~',~>~~;.~ SF 9.5 B _ 2 PIPE DIAMETER, BUT
MINIMUM 1' THICK ~ Ii,,(~'~ ~ ` ' SUPERPAVE _ ? 2 ASPHALT ~+•--13.5 OR 16.5 - A I ____,f NDT TD EXCEED 2'. GEO F BR C CLASS 'A'RIP-RAP
FILTER FA RI '-3 B C sLOPE 1 „
i' BURY OF FlL1ER OS S CTION LOPE P MINIMUM 4' MINIMUM
FABRK; PERPENDICUUR TO GROUND SURFACE AT 4'CONC " ROCK CHECK DAM - -
DESIGN SETTLED T~ ~ SLOPE 6 BELOW SETTLED TOP 8 COMPACTED STONE SCALEi 1'¦ 1'0'
OP RIP-RAP SIDEWALK
OVERFILL 6" 2T OR 33' 8"COMPACTED ~ r21" MIN STONE TO EXTEND OR SETTLEMENT ND - 3
31' OR 37' 6" BEHIND CURB
- ~ A ~ _
- _ - - , - _-1' - - r No Scale
- - i / - - - , , ~ - W - R - ~ E , w _ t _ I;_ - _ l ~ 'V T = - ~ _ _ ^ -
Yxz 4 ft MIN - r~ TYPICAL STR T CTI N _ EE SE 0 4' 0'
ft _ r" _ - 1 BURY OF FlLT~`_ . _ ~y~ 5 ft _ _ FABRIC PERPENgCU1.Afi ~
MAX I ty^~ TO GROUND SURFACE AT ~ NO SCALE - 2.1 SIDE of SLOPE > TRAVERSE JOINT
- I ~ FI - LL _ ~ _ SLOPE MAX a a
- ' EMERGENCY BY-PASS ! = 1:1 SIDE SLOPE 6" BELOW S T P FILTER - ETTLED 0 v a
I "~~~Y = FABRIC - - MAX OF DAM 4 v d G Q 4
d
3 ft MIN -2'Min a v
--1/3 --i/3 1/6 NATURAL GROUND d ~ o d d v C a C a d ar
STONE SECTION ~
H COMPACTED SOIL 18"MIN FLOW W W aF- Ftow ~ 4'0' v v
Z ~ _ „~I' ~~~)1 J iI I =1;rrt :`Z11ui1f II l; n
O I ~ ~I ~ - ;I~ 'll~l _ ~ Ili mil' 4° v a c d v
TEMP RAYS I 0 R ED MENT T P RA TOTAL LENGTH i' i-~''~ II - tD-6) it ~ I ~ ~ ''~~~iII~ Ilul IrII -
OF TRAP ' 6'TYP ~uil - ° v
"SILT FENCE BAFFLES TO HAVE EXTRA ROUGH BROOM FINISH
6'SLITS SPACED 6"APART 0 6"ABOVE ARTH GRADE. E EN BERM
SEEDING SCHEDULE SLOPE 1/4'/FT,
SPREAD 4" TOPSOI OVER AREAS TO BE SEWED AND ESTABLISH UNIFORM tel: GRADE PRIOR TO SEEDING. APPLY UME ANO FERTILIZER AND WORK INTO ~ 100 UpN1S ~AROENER
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. 2 TO Sx 7S :i/z' tIESN HARUM'AIK C101N • : " APPLY q.EAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY 5 TO 10x COLS H C1o1P ~ ~
WITH STRAIGHT RUDE DISC fN FLAT AREAS AND WITH ASPHALT TACK 10 TO 20x ~ VERIFY W/ 4 0
WHERE SLOPES EXCEED 4X >20X 15 EXISTING ROAD ;i'awL owes. a ~ ~ ~ , ; unuTY STRIP ,
- MATERIAL APPLICATION RATE 6EE~ EROSION AND SEDIMENT CONTROL PUNNING , AND DESIGN MANUAL, D.N.R.C.O. 1988, ' . , a d ° cf # NC o`~ i . 2500 CD a o o ~
LIME 2 TONS/ACRE 20% SUPERPHOSPHATE 800 POUNDS/ACRE G ' ' _ ~,000ao~ ' / I I I p000~~iC90 / i
FERTIUZER(10-10-10) 1000 PDUNDS/ACRE MINIMUM 2' x 2"x48' „ OAK POSTS OR OTHER ' I III I-_I ~ 0~, ~0d0COOUp~~ ~ _ ~ ~ ~ ~ C0~ hpr-00
APRIL -JULY APPROVED MATERIAL ~ ~ , ; TAMPED EARTH n~'~9 0 0 0 °o o c o ti o ~ \ oe~.^ oonoo ooooc~ ;ocoariooooc~oa='
FESCUE, KY-J1 50 POUNDS/ACRE N9g:. BURLAP SHALL 8' SPAgNG (MAX.) ~ ~ ! ~ ' i BERMUDA HULLED 10 POUNDS ACRE NOT BE USED, ~0•4t' ~ / - ~ ooa o~ oeoc~o ~Ni~ i ~x ~ SIDEWALK DETAIL. Cana o~~ao,~, Q:~O ~ ,:,ooaaa ~ ¢
R W R W 'R4~,~~e, , ~D~~~~O~D~O ; / / JANUARY -MARCH h~~° " ~i ~ ~ , ND SCALE oca~ooo a ~ ~
FESCUE, KY-31 50 POUNDS/ACRE ~ MELDED IMRE MESH , ~ ~ p ~ ~ ~ ~ O ~ ~ ~ i~ ! -~p0 i,a ~
BERMUDA (UNHULLED) 20 POUNDS/ACRE ~ ~ , RYE (GRAIN) 25 POUNDS/ACRE ~ j ' ~ ~ j / ij ; ~ / / / ~ i TRUNCATED ,
50' MIN, N ~ SEPTEMBER -NOVEMBER LE G FESCUE, KY-31 50 POUNDS/ACRE w ~ DOMES ~ , ~o;%"
.,1. e~ ~ ~'~'i ~
ABN MULCH 2 TONS/ACRE A A ~~'Yi,~G ~ ~ ~ NOTES: ' , •.4i Q~ ~0
~ CONSTRUCTION ASPHALT TACK 300 GALLONS/ACRE ~ I ~ ~ ~ ' I ~ I i ~ ~Y' p~ 1) RAISED TRUNCATED DOMES 1NTH 0.9 ' ' ~ \ G/ INCH DIAMETER, 0.2 INCH HEIGHT AND
ENTRANCE NOTE: OWNER MAY VARY 5EEDNJG TO CONFORM TO UNOSCAPINC REQUIREMENTS. , • ~ ~ J ? C~ . , SPACED ON 2.35 INCH CENTERS SHAII BE
PROFILE I--r-'~ ~ w~~ s~ 12 MIN, DIR n ~ (SEE NOTE} UNDER NO gRCUMSTANCES MAY "WEEPING LOVE GRASS` BE USED. RUN OFF FL W PidM ' ~ I h~~~C ~;%G~ INSTALLED ON THE HANDICAP RAMP. THE ~T~~,o RAISED DOMES SHAIi. BE PAINTED A i
-FA i woaOEN PosT GEO BR C ~ ; 1 ~ , 0~~~ CONTRASTING COLOR TO THE RAMP. '~i ('G\
PLAN ViEW WELDED WIRE MESH aotH R. Y TO BE e ~ s oNL IDE P AN f AR S 2 RAM D L ED
BACKFlLL SEEDBED PREPARATION NOTES: EROSION dr SILTATION wAata 3' MIN. COLORED BATTLESHIP GRAY MATH VADTH AS CROME-HARD COLOR HARDENER USE
Cmsiructian _ clficatione CONTROL FABRIC GROUND LINE ~L 1. SURFACE WATER CONTROL MEASURES TO ~ INSTALLED ACCORDING TO PLAN. REQUIRED STAMP "HR-100" ON RAMP AND FLARE SURFACE.
1. Stone dze - Ute MSHA size No. 2 (2-i/2' to 1') or AASHTO 2. AREAS TO BE SEEDED SHALL 8E RIPPED AND SPREAD WITH AVAILABLE DITCH DETAIL
deeignotbn M43, size No. 2 (2-1/2' to 1-1/2"). Uee TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-B' DEEP. ~ 24' MIN. ~ ~ ~ 3. LOOSE ROCKS, R00T5 AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE III _I i-1 I I-^I I i_' VAUES L_ crushed atone. 12` EXTRA DEPTH REQUIRED ill- - _ NO SCALE 3) COLORS TO BE DYE MIXED INTO THE j ~=i (I-i i'~,-III-I : I_ CONCRETE MIX.
2. Length - Ae effective, but not lees than SO feet. SURFACE SO THAT THEY WILL NOT INTERfERE WITH THE ESTABLISHMENT AND FOR NON-STABtE SOILS c"n" eA9ei ~ ~ 3. Thkkneaa -Not lest thou six (6) inches. MAINTENANCE OF VEGETA710N, SURFACE FOR FINAL SEEDBED PREPARATION, i
4. Wldih - Not lass than full width of all points of AT FlNISH GRADES SHOWN, SHALL f# REASONABLY SMOOTH AND UNIFORM. SECTION VIEW Ingress or egress. Minknum of 12'. 4. IF NO Sql TEST IS TAKEN, FERIILZER AND UME TO BE ACCORDING TO SEEDING - -
5. Washing -When necessary, wheels shall be deaned to SPEgFlCATI0N5 ABOVE. IN ADDITION, PROVIDE 15 L85/1000 S.F. OF SUPER SE&itSAL~A remove sediment prior to entrance onto public right-of- PHOSPHATE. • NCDOT HANDICAP RAMP DETAIL Rra
way. Wfien washing is required, it shall be done an an 5. If SOIL TEST IS TAKEN, PROVDE LMAE AND FERIIUZER ACCORDING TO SOIL TEST NOT TO SCALE q+ o'oo NOT TO SCALE
area stabRized wlth gushed atone which drains Into on REPORI. approved aedknent trap ar eedhant bash. All aedknent 6. UME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL - *o °o
shall be prevented from enterhg any storm drain, ditch, DURING SEEDBED PREPARATION. or watercourse through use of sandbags, gravel, boobs rca+c aMe
or other approved methods. 8. Maintenance -The enUance shell be maintained in a PIPE ID + 2'4' 4 RE-BAR arnx DETAIL SHEET
candit(on which wtl provent Docking a Rowing of
sediment onto blic r( is-o}-wa Thia mo re uire 12" D.C. EACH WAY PIPE LD. + Pu 9h Y• Y q r3' 7 1 /2" 8' 2, 4„ periodic top dressing with addkbnd atone oa conditlans 1 r sr PREPARED FOR
demand and repair and/or cieonout of any meowrea used to ~ trap sediment. All sediment, apiiled, dropped. washed or ' n Park rosin to K
tracked onto public rights-oi-way must be removed BRICK ~ 1/4` COMPOUND 8` 1 Immediately. O~ENING g OF
12 EXPANSION MATERIAL
6" AN TATI ON RG PL WI L_I AM SBU L
STABILIZED CONSTRUCTION N ANC - " a'/4• E TR E (D 5~ i/2 PIPE I.D. JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC ~ PREPARED BY
CONC NOT TO SCALE GROUT -
FILL n"' Q b 0 P q' ~ 1 ~ ~
TR Tl N N F A H TIN 4 Q 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
CONS UC 0 SEQUE CEO E C SEC 0 a de a a I e ~ n a ,'t<~~ . rr"'~ PHONE: [phone] DATE: 2-2-04 ~ ~ SCALE. NONE F,B , PG.
1. OBTAIN PLAN APPROVAL. a a d a a a d a •~i 1~. JOB FILE NAME:
2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & ROCK CHECK DAMS AND INSTALL SILT FENCE. 4' 9" 3. BEgN STRIPPING SITE Ac EARTHWORK. B e' PIPE l.D.+ B" # eACx ,
4, ENLARGE HUNTiNGTON PARK STORMWATER DETENTION POND. FOSO +N~C' - 4" I'- 1' D" 4' ro - _ E~,I;f sac -
5. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FlLTERS) AND RIP-RAP APRON. REVISED 3-8-05 /
6. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE LD, + -At ti REVISED 3-24-05
7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" riu _nc_cnr nrTnii ' } c,:"I",~'~'~„~ REVISED 4-25-05
8. REMOVE TEMPORARY MEASURES. VVL-V- %W VLInIL REVISED 8-09-05
9. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN THE SHORTER OF 15 WORKING DAYS 1 = 40 ti s REVISED 11-9-05
OR 30 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. TYPICAL JUNCTION BOX NOT TO SCALE
SHEET 5 OF 9

I
91de Yiew
Top View
~ ;,'rr,,-, • • ~ ~ 2~-DN
~ ~ t~ •
~ Bricks ~ ~ ; ~ ~ ~ ~ 1 ~ilr?~~ i CLOW F•2SOO
, Isometric View ? ~ . ' ~ OARIING MARK Il OA 0 Q
~ ~ i I ' ~ MEUIIER CENTURI N rt ~ « 0 ~ , • , ~ ~ a ~ ~ + ~ ~ ~ _ FIRE N~ORANt WITH , ? , • ~ . '
+ ~ ~ 1.11/2" IUMIER NOIZLE . - , Ut1UTY STJt11
' ' ~ ` ANO 2.11/2" HOSE NOIIlES ' Bricks •
• ~CIIAO a ~ w..?..+.. a .
SAD-min. 6" deep ~ • _ ~ DEWEY 6R0 . X. - SYt TE100 T E• 100 ,ut» +I~•
VALVE tOX OR AMAOVEO EOUAI 'AOVEO EOUAI SID! WALK .?.I»,.. . +M.....
• _ SIDE WALK N '
CURB i GUTTER Cast Iron Meter Box Lid , i ??IAO. ?r0 .?I~oc~ ao ?aJ~.•, GUTTER
• I NOTE: Ueter and Yoke sot shown , I . NOTIG • w4? w.
Cast Iron Meter Box - I I ; • ? . ~ 2 0 ??Iit„ Jhe.iJe `ntt~ JN .
Hots: ~~•i ` . I I Mater Bo: Shall Not >fa ~ ' ~ ' . , . ? . , wYe rw?«ctt.n i
_ _ I t.q~atad Ia Drivtiray, ~ e lITTI egotnlen .tM.. ,?I?... ~ ~•Ct.N1N our ,rlllw. . ~--6" GATE VALVE tRpNZ~CA? ..1wr ,+Utr ~ , • . . p
I ~ l MDTE! ~ I I ? d,.,,
~ 1 ~ \ ~ 00p~ ~1Y I 30 MIN, COYER ~ + encase the outside of I M' i.
~ brick, I i + I ~
Standard Clay ~ M. LOCKED I ~ '
• ~ :x, ~ r o ~ art +~a ~A Bricks c , r ~ br H~DRANJ TEE OA TEE WITH A1?ROVED PI?E RESTRAINT ,
SEE DET 41p.[ M •fll0lt=tAUioT MfTtti eox, oowtY eeoe. wtow•1 •a tawt,
~ ~ I ' J• 1i' CONCRETE THRUST HOCK n ; ~ I ' n ? IIACED AGAINST ''~'A' ' FOR ALTERNA TE i
a i I ? I~ i UNDISTUR/ED EARTH. ~ - - I '.r:i I t^ .'ti., '~•COr? MMII SETTER
wiT~ tt - MK fTO~ tu?e
„ e ~ ? " 0 + ' A~1? f ~ III 3/4 ltater• , ~ ~ ~ a ~ e•r;~° ~'a: ~ III t?~•Fi'>H/~ /et?1 i loctl wt+ro t Ietto wrt•K. ~ ~ >li * TrpltN ' j R li I'w~e-?logo
Service Line e ~ ~ ~ ~ , , ~ - ° ' s nrtt ~ tMMtaAr1•M ~ .
C i th? ~ " 7u?nRT METtII DOX oN [RICXS
Clean Sand ~ M•J. LOCKED HYDRANT AoAPTER ~ ~ ~ ~ . ~ ~ ° ~ ~ MIN. OF 3 CUBIC FEET OP r<'~v o > > a Y, ~ ~ ' ' CRUSHE ' 1 t ~ APPROVED PIPE REiTRA1NT, TER NtWiN M ~ ewer AINT, a '
~ , D STONE fOR DRAINAGE sl} M~1 Or ?I~4 g r , e S ~ ~ o , ~ MW~ EE !HEFT WO • A F011 ALTEftMATE 1~TEhMATE t tit/• NNp f.ttwtt uM4
~ ~ 1 ~ 1 e[TWEEN HYDRANT ANO WLYE a. c MLYE ~ ew fwMl~p 4 YYrt v
s , ? , N eAtull - - T ' 4
" ~ ° TA S NDARD DETAIL HYDRANT SETTING l4Mlf ~ 4•Mq tilt/p t' ^ Q' • M p~~ ~ I/!~ MIN f101f
i
STANDARD METER BOX INSTALLATION DIAGRAM NTS 11 ~ 1A[TER 1p SET 0Y CITY . , ~•~s SNMORT S[RVIGE LtM[ ON UNDISTUREI 41
Lb ~ L
NTS d '
MIN. : ~ ~ SpetllC! SAOOIj itM11AT10M le OIl W1'i, FIT ,
Valve Box Cover It N?TER11t, sitA• RATION lisi THAN t
Tamped Earth ~~,y F - 2500 Ip tT f1MItoR At~MlONtO SEOana
Pavement DARLING MARK 73 OR MUELLER YWiT fNCAfE StRvlct CONNECTION ~ NOTE:
~ ~ ~ ~ ~ ~ , CENTURION FIRE HYDRANT WITH ~ IP;, IN4 ~r.~`14 r/~,~~II ~i ur i ~~r~~ 1 rlf : r~.~~~ ~riM4~~•~_ri~1,rIN; I-t1/2" PUMIER NOZZLE AND' 2.1 ciT r,~'fA L
I ~ I~ _ 1 2"
Yalve Box = = HOSE NOZZLES _ ~ Threaded
Thrust Coupling for 4 /r ~ 2.. Cap 4'
Collar THREADED T cap of Blow-oii DEWEY bR05. VB%•
80TH ENDS I r~=ru ..IN ~ ~ = II! TE•100 VALVE BOX 6"GATE VA
•i, 24 Long _ Z4 Long i lVE = ~ ~ ~ „ 8 " Brass ~ 'I' " I Z" Pi e
~ r -icy/ I~ s rV ~ ~~.r q, ~ Z Pipe i~ P ~ ~ ~ ~ l i/_ IAti!~` !u Nipple ~ G\~~ Nip le ~ o MECHANICALLY CONPACTEO MCK Flll, i' t.AYERi
yr ~ ~i• P • ~ ~ ~ CI 90 ~ ~ ~ : I r Bead-Threaded
iii a 1 ~ ~iilnt iii~aJ11..A ~ ~ TEE HEAAE~ CRUlHED =TONE 011 t NO TAMPINfi GIINVEL ~ACKFi~L ROAD SURf#CE
. Mater Main ~ Q - t
~ r! ; N . ~ r , X ~ r ~ ~ + ~ a••+• r Concrete
r~ N97 Stoney Dlockin ~ g ir, .,y 1 ~ . • ~ r I ~i ~ DUC-LUG
~ I HI s ~ u p~l • , SEAL M~ . 'r,Q ~ .
,'1n ~nK~ N II iii, ~•L 6 WATER IiNE ~ ,.,,r,y~~~, , Mechanical Joint CI Plug , ~ :o a RMIEMENT iAtE
• ~ Ta ed Z" FORD C 67-77 PP WATER MAIN
STRAIGHT COUPLING PACK JOINT JM" THREADED RODS
xMIP WHEN BLOW OFF IS Tamped Dackiill.
oN 2" MAIN (COAT W/FIELD APPLIED BITUMASTIC) NOTES ~ I RESTRAINING RODS OR CLAMPS FOR i:lE WIVE
ARE NOT'REOUTAED li THE PIPE SKT10,! aETWEEN
NOTE: NO plastic or galvanized screw fittings belore V81V@, VANE AND NYDRANTI 5 MORE THAN 12 fT. tONG. iv ~ N
For alalna larger than 12", use 6" Blow-ofi Assembly _ 2. AE5IRAININ R FF A M8 Y G 005 IETWEEN VALVE ANO NY• EWEOMlNT M E BEONE EMIED?IENT
No plastic screw tittinRs permitted in a88embly GRANT ARE NOT aEQUIREO If HYDRA T N if ADEOUTE• 20NE ZONE ZONE
NTS 111 IIOCKEO. •
STANDARD DETAIL HYDRANT SETTING W/R
ESTRAINING RODS ti VARIES ~MRIES d VARIES
NTS i N OPEN TERRAN UNPAVED AREAS PAVED AREAS
SUBJECT TO TRAFFIC
PIP AI EMBEDMENT ECTI N D I NT S
colic oR Aato TTrENCH MN1llS CONC. BLOCK 9O' ELBOWS
• • SIZE 6 8 10 12 16 18 20 24 'o ~

D 8 10 12 12 12 1 6 20 20 .v'. 2.
_ _ 3 TEE ANCHOR DI
M a _ •t_ l 24 27 30 34 48 51 S4 70 MENSIONS
~ 3 SItE 6 8 10 12 }6 }8 20 24
~ ' TRENCH wAIL W 12 16 20 24 2 8 3 4 40 44 ' .i .t± •
r • i, 1. .i, 1. . ' D 6 6 6 6 10 }2 14 18
D ~ MIN. 4S 8END5 ' ,
I~ ®A, !HEFT METAL O 'I PLATE BEHIND PIU~ SIZE 6 0 10 1 ~.F, ld?H 20 22 24 24 32 36 40 48 INITIAL BACKFILt.•12 ~ iZo
2 16 18 20 24
D 6 6 6 6 .6 8 8 10 !o p 0 ~ ao d HAUNCHINti • ~ 0
' V VQ ~
l 18 20 2? 24 34 40 45 52 ~Pp,~4,,~p4 Q 1EDDINO 3'- 6' ~ rAVc4 411 0
FOUNDATION (IF REOUIRED,DEPTH VARIES)
W 12 14 16 18 22 2S 28 32 ° 0 .
ANCHOR TE_E1 DETAIL N ,
OTE. Haunching foi flexible wall 0
pipe (PVC corrugated and SDR 35) shall be o.D. + 1 inch. TYPICAL BACKFILL
Haunch~nq shall be of thoroughly ,~FCTI N DETAIL
compacted 11e1 tTp11( MATERIAL>t
PLUGS ~ • • N TS
, NOTE: Flexible wall pipe shall pass
SIZE 6 8 10 12 14 18 20 24 .k . a 58 mandrel in accordance 4. ry
' _ •s`-/ with relevant : • p ~~~5,~, ASTM specifica.ton~. . • ~,,r. ~ .
D 6 6 1 6 6 10 12 4 18
NTS ' ' 6Er,l - WATER _ , : ~ DISTR18UT1
0 lb W 2 22 24 24 32 36 40 48 TRENCH WALL _ ON DETAIL . . S FOR . ~ S ~ ~ _ G ~ . .
~ PROPERTY OF. ?~IG
WATER MAIN PLUG DETAIL f _ u*1' ~L: PiEac~ ~ ASsoc~~-r4.S, P A. JACKSONVILLE, N. C.
NTS
a' ZIoS JACKSONVILLE TOWNSHIP ONSLOW COUNTY
DATE: ~ SCALE : N NE SHEET (o QF 9

r~2-
NO VENT HOLES FCR COVERS USED MV STREET AND 4 HOLES FOR COVERS
~NANHpLE WTSIDE STREET. THE EXCEPiION TO TMS IS WHERE MANHOLES COULD
3/4' COLU:CT STORM RUNOFF IN THEIR
NpTESI 2 M(aMTY. N( THIS CASE, THERE ARE ()TYPE ONE PX3(SIOTS ro BE NO VENT HOLES NI COVER,
1, S[ZE DF INSIDE DRDP TD EQUAL BOLT FRAME TO PIPE SIZE COMING IN PICKHOLE DETAIL AL ECCENTRIC CDNE
CASTING ((4 REQ'D) (OUIFALLS ONLY) TOP iO READ °SANITARY SEWER" NOTES;
FRAME WEIGHT = 17S LBS.
BOLT FRAME TO B• SECXJRE CASTING CASTING (4 REQ'D W/UORTAR ) 8' 24' g• COVER WEIGHT = 133 LBS, LOAD RATING =HEAVY DUTY
(WTFALLS ONLY) TOP TO READ "SANITARY ~ v2' MATERIAL = ASTM A 48
' ' 1 1 SECURE ' • ~ CASTING + + ~ + W/IAORLVt ~ v+, CUSS 30 FINISH =UNCOATED
~ • ADAPTER: 5 24' MODEL =VULCAN V1984-95 g' VAR[ES - 48' MIN, g' OR VULCAN V1995-95 4
+ ~ j j PVC; SDR PIPE - SCH 40 PVC ' . • ADAPTER ~ R 3J4'
+ + + ~ DIP: OMNI COUPLING
` ' ~ • ' DIP TO PVC SCH 40 ' PRECAST GRADE RAVGS ARE TO BE + UsED WHEN POSSIBLE AND ADJUSTm RUBBER BOOT WITH S. COVER FACE 1'R 3/4'~ 1
S. BANDS ~ ~ ~ CK ~ MORTAR COURSE. 'OS SOLVENT CEMENT CROSS 23 I/2' 2d S/8' r
4" OR 8" PRECAST 7S FULL MATH HIGH STRENGTH TYPE M MORUR d< STRIKE ` GRADE RINGS - FwSN I PRECAST GRADE RINGS 33' ~ -'-L
MAXIMUM aF 12' ' NSA>E d< OUT USED VMiEN POSSIBLE ANO ADJUSTED ALLOWED ~ USE AN ~ IW1H BRICK At MORTAR COURSE. ~ 2 7/8' I i FRAME SECTION
APPROVED BITUMINWS 4` OR 8' PRECAST FlLL FULL YA1H HIGH 8,, BASE SEALANT APPLIED TO TOP STRENGTH a ~ MACHINED 4•
OF CONE SECTION GRADE PoNGS - iYPE M MORTAR R STRIKE SDR35 PYC OR DIP MA1pMUM OF 12' FLUSH INSIDE d< OUT KJLCAN SURFACES I/2' _ COVER SECTION
, ~ ALLOWED CONTRACTOR TO „ . USE AN APPROVED BITUMINOUS MIN. Ie' JOINT, DIAMETER 0 p
LOCATE STEPS 2~' • BASE SEALANT APp~Ep TO TOP AS SHOWN AN PLANS. 90' FROLI W1LET OF CONE SECTION 23 1/2'
PIPE. STEPS BY 1 ~ N.A, INWSTRIES, INC. . USE ECCENTRK: CONE . ~ sruNLESS sTm sTRAP ISOMETRIC
PS1-PF OR EWAL ~ CONTRACTOR TO ~ MEEING ASTM. 0178 LOCATE STEPS WITH S.S EXPANSION uc ea.Ts
90• F,:oM WTLET PIPE. 57EP5 BY ! ~ USE ECGENRMC 18' O.C. 1~ STRAP TO BE LOCATED 0 TEE
M.A. MDUSIRIES, INC. CONE ' ~ P51-PF OR EWAL J '
~ ALL JOIN1$ TO BE T Q G W/ ASlll. C-418 ~ PRffORMED BUM OI RUBBER (MASTIC) j V=1JB4 ~ 1' DIA. ANCHOR MA.GAN
GASKET MEETING AASHTO M-198, NOTES: ASTM. C-990, FED SPEC . / HOLES 4S' PVC SCH 40 BEND.
1. ALL SERVICE LATERALS NlTO SS-S-00210 (210A) ' ALL JOINTS TO BE T d< G W/ PRffORMED MANHOLE TO BE CORE DRN.LED , ~ • NOTES: p1N ~ ; BUTYL RUBBER MASTIC GASK T ANGLE TOWARDS INVERT 0 OUT
AND BOOTED. A "'h 1. ALL SERVCE LATER r 48 AASNTO M-198,(ASTM, C-99 E MEETING 2 MA)OMUM ` ~ , ALS INTO ~ • 0, FED SPEC DEPTH 4' DIR. MANHOLE MANHOLE TO BE CORE DRILLED ~ ~ . , 00210 (210A) wio95-95
PRECAST NANNOLE TO MEET AND BOOTED• 3. ALL SANIT Y REQUIREMENTS Of ASTM. C478, 2. M ! . AR SEVER MAN- ~ ' } AASMTO M-I99 AXIMUM DEPTH 4' DIR. MANHOLE . ,
HOLES TO ~ VACUUM TESTED. ~ 20' h „ ' FRAME TOP VIEW COVER B ACK
. • ' PRECAST MANHOLE TO MEET • REQUIREMENTS of AS1M. c47$
' AASHTO M-199 EQUAL Tp EX, OUTLET M n
SLOPE OF CH ANNEL : , THRU ' . ah oeC PIPE DIAMET T over ER, BU
MANHOLE • SLOPE OF CHANNEL 0.10' FALL UNLESS ' • • . ~ GUr ~ _ NOT TO EXCEED 2'. No ScDle
SHOWN OTHERWISE A THRU MANHOLE ~ t' A• ON PLANS, 0,10' FALL UNLESS ,
PRECAST OPENING REWIRED FOR SHOWN OTHERWISE • y ~1T ~ ~ ALL PIPES. ON PLANS. POUR ~ (II Ili
SEE PLANS FOR PIPE SIZES TO ~ItINOLArE PRECAST DOGHOUSE OPENING ' ~ , PIPE ~W~ FOR All PIPES. SHAPED INVERT
~ S FOR PIPE SIZES . 0 0
CRWT ANNULAR ' g OPENING CAST-IN PLACE BASE, • \ ~
6' EXTENDED BASE SET MANHOLE yp NOS 0 8' 0.C. REMFORCEMENT 0
IN ~ TO 12" ~ ~ EK 9EWER ~ . ~ IS STONE.- 1 LADDER STEPS _ ~
SEE SPECS FOR FWNDAlION i ` h A~ROVEMENi WHEN NEEDED 8' TO 12' SHELF SLDPE ~
b II57 STONE. SEE SPECS FOR FOUNDA1Xk1 0 SCOi2
P r IMPROVEMENT WHEN NEEDED ecast C • a
oncrete Ma n of e „
No Scale ~ 0 ouse on Crete M an oe
No Scale INVERT # sHELf
FLEXIBLE RUBBER BDOT ~ MANHOLE
ASTM C923 W/`STAINLESS STEEL COMPRESSION S DEGREE SLOPE
BANG AND CLAMPS
aASE sECnoN 8` MIN.
6' ANN EXTENDED BASE
MIN, SLOPE OF CHANNEL PIPE GRADIENT
Pi e C nn o ection De
. ~ wsi ~ " ~ oRAOE to i No Scale
PIPE CROWN
• A 45' 45'
B' x 1'-8' x 1'-8'
CONCRETE PAO SADDLE
NOTE: WHEN SEWER CLEAN WT IS ' TRENCH V1DTH
PAVEMENT IT MUST BE INSTALLED INSIDE A VALVE (SEE CHART) - '
BO% N1TH 'SEWER' COVER. SANYON.>Ti~l..9DS3SEII~, FMISH GRADE (12' LIFTS MAX.)
SPRINGUNE ELEVATION • CLEAN OUT IN ; ' _
STREET 8 DRIVEWAY AREAS ~
I A CO11YCr( TRENCH BACKFS i ~ TiN]1GI NUL1S MAY NA1E VERTICAL SIDES UY' TO A MIN. iN7CMi +X N
ea4"aA (lY LIFTS MAIL) ~ r1LAY SLOPES BACK oA uSE BOX (041IA SUBPART P,
3S la~s.~r m fogy OS'O ONTRA PROR Q~
SECTI SADDLE ~ BRASS Pwc ON A•A 1RfIC)I MM119 YAY HAVE V0111Cµ
~ INSTALLATION LIMITS a UY SLOPES BApc g1g1 USE / 1RENpt BOX. CONiRAC1O11 / 8' MIN,
I WHEN EVER HWSf IS COrp1ECTED TO SERVICE, FON DE1BiMIMO iU
~v LOWER STACK TO GRADE P u (os(A wevuti (B' uFTS)
a FlINSHED GRADE
~4 b OTES: ; 2 N CAREFULLY COI~AG1Ep 9ACKFRI (B' LIFTS) ,D,
i, THE FUII LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6' • LAYERS W11H MECHANICAL TAMP. ~ MM D/6 Sffitll~JHE ~ PN~
2. SOLVENT CEMENT FOR PVC PIPE AND RTTINGS TO BE ASTM D-2564 GASKETED PVC ADAPTER r*9 o~ ASTM D 448, AASHTO M-43
3, PYC SADDLE AND BEND MUST BE BEDDED IN 67 STONE. ~ 'a PvG 4'1 ~ Nc LINE EDGING AND HANDLING OF SERVICE PIPE MU COMPLY WITH I ) 'd
CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS,) --scH ~o PVC GENE cD MOIL E+o SEAInTE-- E~ldDADOti D/8, 4' MIN. SHALL BE REQUNtED WHEN
TYPE 'E' WYE SEWER PIPE ~ PIPE GR SCH PVC 40 ADE ~S' (ASiM A-48, fXJVSS SOIL CONDInONS ARE UNSTABLE, CLASS C cuss D D 'd MIN, ALL PIPE -SEE SPECS' 2Y A 5MALLER 4'
C CON 30 CAST AtDN) REFERS (TYPE 4> (TYPE S) 8" BEDDING TO DIP (LAYING CDND,) (LAYING CDND,) ~ LARGER B'
PIPE CROWN-~T_ ~!s7 „cnr~cy SCH ~0 TO LOP OF PIPE (Q.ASS B-i)
1/16' CR SOLVENT CEIffNTED SEE NOTE 3 i/8' BEND - JOINTS CTYPE SW E (C1ASS B-i) WORK WELL UNDER BOTTOM aF PIPE DIP Pipe
~ FOIINDA~~ SHALL BE REWIRED WHEN D~ 6' 4D. DF PIPE 6' MINIMUM SIDE CLEARANCE UP TO 36'
(MIN, GRADE 1Y,> .h-FLOW 14 STAINLESS SOIL CONDITIONS ARE UNSTABLE, NS ARE UNSTABLE, 12' QD, OF P 12' BUCKET MAXIMUM SIDE CIEARANC DETAIL SHEET
S7>e1rl. 91RAP
SDR 2J.8 TO ~ ADAPTER ~ NQTE 90 DECREE BEND PVC Pipe PREPARED FOR
e. ~ I h NOTES:
NE14 OR EJOSTINC ZS' PVC MAIN. I. fa fneaMr rogWAnN Niai,q end EroolnN, dlmrnNona rhaN M talon Iron 1M Inrldr tea. rl na ,herlnN and ~nN. KIN SN T NP ARK
NOTE: 2. Ma rovA. o< haWd«r 2' er lero« ro r» w»d h, nN InMlal baeknN. An I maAxlrl rl»N ea ruNebN nanw mahrlaL JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
TO Bf USED ON EXISTING SEWER ONLY. USE WYE FITTING FOR ALL NEW SERVICES. M Bark11N rheN br tanyr/ M B' Nryrn In kalnr afro, 12' M no„-trvfno a.a~. PREPARED BY
S. tAVdmam ranparMon ~ OHN L, PIERCE 8. A
T ica ewer S ervice S Woter, Sewer D ' ewer S esl n B . SSOCIATES f' Under paa • A rMhM 1lWYA/Ylh' CeMrM aolN T~~t2~~ ~Sx ASTY 06fB-f1
ervice S 9 ~ No Scale a e ASTM oBNe-BI 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 uiMrr Prv~n"~''' coti"N„,'"""" mx ASTII 04263-NJ ,a~""'"~,,, ~ PHONE; 910-346-9800
Na Scale R/N' DATE: MARCH 7,2005 ~ _ Men-rroMa afro, cohrrNr raa esx ASTM oeBe-Bi ; ' < SCALE; NONE F,B.
CRYSTAL COA ST ENGINEER 9817-3 FRE®Oi~i 11AY - HUBBRT, N.C. - ~GINEERING P A Nrn-Trotna anar Gahrr~,~ raa : ~ : , ; , ' , Pc. • A• ASTM 042'33-13 ~ r: ~~4,,,. -q JOB # FILE NAME;
Phoae (910) 926-000e Fa= (910) 925 HUBBRT, N,C. - 2869 .Q ~ . Fa= [phone] ,
Tnnr.ccyrttico~steaaineerlaB.com SFAL David NewBOm, PB = i~ tflT,if2
~ ~LQ Q1N~ f' REVISED 3-24-05
i Tvgical Trench Details REVISED 4-7-05
No Scale ~ K`Nc 0REVISED 4-25-OS
~f' - SHEET 7 OF 9

i 20 D&UE
r W , '
a ~ ' ~ 1 ,i - ~ ~ 1 j 1 ~ ~ .
d. ~ ' ! ` ~ o i ~ ~ ~ I ~ I ~
Z / +3223 ~ ~ ~ i i ~ ~ '5.33 ~ ~D ' EXISTING OUTLET STR A
I ~ z +323a ; I I I Q ~ ~ EM
J ? ~ , - I ~ J J ~ C PRE-CONST w
W +J3.00 ' ~ ~ I i ~ , ~ ~ ~ ~ Q= 33.6 cfs ~ I N Vs 2.11 ~3 ~
_ 1-
33-t 6- / ro 16'wide ~ ~ ~ / ~ ~ ~ ` - ~ f ~ ~ _ _ ~ POST-CONST z ~ ~ i - - . \ = w TRASH RACK I ~ v A Q 76.44 cfs ~
gate ~ , ~ - ~ i ~ ~ % ~;-~z.~ , _ - " v V• 2,59 fps (SEE DE?AIU \ \ ~ ~5
i ~ \
+34.24 ~ V +30.92 ~ y, }~28~92 \
33 ~ ~ ~ ' • • ~ ~ ~ ~ \ I ~ ~ \ \ i TAP ~ ~ti~~ ~ ~ + r6 ~ \ ~ ELEV 'E`
29 ~ ~ ~ ~ ~ ~ ~ ,tie' ~ ~ ~ V ~ \ f' \ ~ /
4' Green ~ p ~ o r IQ ~ i Vinyl coated r ° a R ST ~ ~ ,Lg/ ~ \ ~ PP.IMARY WEIR /i i ~ V ~ ~i ELEV 'C'
chainlink f ~ ~ O GRq ~ ~ ' ence ~ 26 G ~ ~ 28.02 ' ~ \ 28.b2' ~
22 +3~ ~ ~p&0 ~ ~ ~ 56.70' / ~ ~ ~ ~ ~ ~ ~ +3o.es - - - - _ - ~ 60' DIA. C[JRREGATED i ~ - ~3'.z 1}2791 / ~ ALUM. RISER
20 MA ~ ~E ~ ~ ~ 1a L POND I 29 ~ +3,.~ ~ ~'8 / 29.59 ~ ~ ~ / ~ ~
INV=25.00 (ELEV( 25.00\ v'`i .ai ~ TOP J 4• ~ ,.74/ D&UE~ v, MFG. OF $ ` ~ ~ _ ~ ~ i ~ CONC OUTLET PIPE INV. ,.7a r / / ~ ~ ~ FILL ~ EL V 'B`
S~y ERM ~ e9 FOREBAY ~ ECEv fC~V ~ ~ ~ ~ , e9 EMERGENCY .BPILLWAY w BarroM
BOTTOM ~ ` 26.8 32 32.00 ~ , `OL "g" (ELEV ~ 8 , 3s.a2 49.x1 ~ ~ _ J ELEV 'B" Z 00 49.9t' (ELEV 2$,~) ~ ~ 4Y
20. v. 9 21 ~ STONE 00) ~ ~ ~ z~ ~ 32. 0 ~ ~0 0 , FLARED _ _ 38.64 ; - i
~ ~ ~ ~ E+rD-SECTION - r { - i ?ii1
~ ` +J1.59 98.77' s- N ~ ~ ~ 32 i ~ , ~ ~ i
~ ~ = ~ N~LF 28 ~ ~ l Riser IT ~ OP OF BERM ~ (ELEV 32.0 - ~
+34.43 ~ ~ A~ r ~?t ~ \ fr) Q ~ +x.63 - ' +2.a I. j ~ ~ i I
~RM ~ >n qL ,3~~ ~ ~ 26 ~ ~ ~ 2 12.DD' ( I 9
~ iP~ THREE ROWS OF ~ 25, ~ _ _
/ ~ o +3a.21 SILT FENCE j5 p~ ~ ~ ~I ~w
i ~ BOTT ~ ~ 0 ~ a~ ~ (fC M VEG. SH L ANTI- E rn ~ a ~
~ ev ~ tg• 0 ~ 22 ~ 0 22 0 COL AR ~ ~ ~ o i OP ~
_ 20 x J Q W
/ - ~j / +33.27 - U STRUCT E p~ ~ 0 ALUM BAR
/ / ~ i +32.94 ~ ~ / ~ - +3 ~ 4 - G J~0 Q-3" ALUM ~~@ 2" O.C. 29 - ~ ` ~ a ANGLES C'- 6"
c? ~ +3a o9 ~ STORAGE ~ ~ ~ 10YR , STOR BOTTOM - - +3.03 ~ g ~ ~ 1 r ~ 1x J ~Q (ELEV 19,00 N +32.t~ Q
~ ~ V 30.30) - AGE t33.73 ELE , ~~~Ev ~ li
- i ~ 26.88 ~ ~ ~ II o~
I ' s ~ - ~ ~ ! ALUMINUM TRASH RACK A
i ~ ~ ~ ~ ~IMARY WEIR
I fi ~ ~ 5~-~
~ N ~ ~ ~ t-
/ 32.7 E EV 25,00 ~ RISER ~ ~ BEE DETAi_~
+34.10 !
- ~ - 29
+33.37 , T -
_ - ~ Trash Rack _ +3i s2
J_ \ + 31.50 - - - - - - ' ' ~ \ +30.39 1- ~ I _
-~3 4 ~ --.;.n_ ~a +31.44'' 1 \ D& E~ - =_j
=~+-rz~• .+.w.r-~ s-- _ - - - - --i-33.BB- l" _ - X3717- +34.77-------- ~ "'-~`+30.89 ~ . `t30.B5 ~ ~ ~ ~ ~ t 30.44
'+-34.33""---~~ ~i i ~ ~ ~ ~`\:9.
~ , +31.54 ~ f 31.54 ~ ~ ~ . 30.40 ~ ~ JO\ ~ ti ` r
+3a.62 ~ , - rea _ men on +33.16 a n ~ ~ +28.84 ~ ~ ~ ~ ~ ~ ~ ~
Scale: 1"=30' R~p.00 ~ `f'~ ~ ~ ` ~ ~ 6" DIA, CORR. RISER
~ ti~ 29.2 N 29'2128 E ~ + ~~V ~ ALUM. PIPE (SEE DETAIL) v ~ ~ ~ ' , ~ ~L'TLET
oti° 91,57 +2~.aa /-INVERT ~ \ ~ DRILL 3' HOLE
~ ~ ~ IN END CAP -TACK _
~ ~ ~ 26.aa WELD HARDWARE CLO T H~~ 12" ~ ~ SCREEN OVER ORIFICE
N N A n r ~~18 in., . +37 32
5' DIA.' END CAP
+W 3 N 38 33' " N 4g F
~ry• N N Q N
h ~ NORMAL P Draw Down Orific
~ OND 2S FOREBAY ~ z (ELEV 25.00 2•~r e
,,~o sEEDINC sgtEDULE(INCiuaNC PGND DoE sLaPES) i
A~' N 29 1 '2 28 E SPREAD 4' TOPSOII OVER AREAS TO BE SEEDEp AND ESIABUSH UNFORM i6' MIN,
~1 W 165.92 165.92 GRADE PRIOR TO SEEOINa APPLY uME AND FERnuzER ANO WORK INTO SEED BED, asTRreLITE SEED uNIFORMLV Aid] co _ F
~ ~Ba' °a rer APPLY CIEAN STRAW MULCH OVER SEEDED ~ LIGHTLY. ~ Gb, r MATH STRAK;fiT BLADE DISC IN FLAT AREAS AND MA1HD ASPHAatLT SECURELY g
Z~ N 6~' IMfERE SLOPES EXCEED 4X, ~ z
~ ~ IAA F 18' 1ERIAL APPUCAiION RATE MIN,
Ay Y~ •y9'" MAIN BAY ~ Ci LIME ~ 20% SUPERPHOSPHATE 2 TONS/ACRE N
s °ti $,~N• FERIIUIER(10-10-10) 600 POUNDS/ACRE
~ g106~ tN 1000 POUNDS/ACRE 1/4" THICK STEEL e l - JULY P
aN $o M FESCUE, KY-31 80 POUNDS/ACRE ~ .LATE ~ 8 BERMUDA (HULLED) 10 POUNDS/ACRE
a ~i ;7 't ' ~ JANUARY -MARCH l 54" MINiMUM~,
rp FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE
rj. RYE (GRAIN) 2S POUNDS ACR Anti-See Collar 8 /E p
~O ' ~ SEPTEMBER -NOVEMBER wh FESCUE, KY-31
soo NORMAL POND S 2 ' e~.o •>asS 147.36 9 2128 W o~a~ (ELEV 25.00 W 179,40' 50 POUNDS/ACRE 1 7 v~~, MULCH
S 26'36'09" W S 17 20 45 9,40' yyg 2 TONS/ACRE ASPHALT 1ACK 300 GALLONS/ACRE
239.47' NOTE: 1) OMAVER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
2) RYE GRASS OR KEEPING LOVE GRASS SHALL NOT BE USED.
on amen
soon s ao u ue ruc u re e ai s
Scale; 1" = 30' PLANnac SCHEDULE No Scale
dQIF; PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SI+n F.
SPREAD 4' TOPSOIL OVER AREAS 70 BE PLANTED AND ESTA&.ISH UNIFORM CRADE
Erobankroent sM PRIOR TO PLANTING. PLANT ANY TWO ((2) Of THE FOLLOIMNG SPEgES MAiHIN THE ~bankllent sh LIMIT'' aF THE DESIGNATED VEGETATED ~FiELF AT A N
uniforrh native all be constructed of PLANTING PER SQUARE YARD; ~ 9TY NOT LESS THAN ONE Tlforrt native Material (free of excess
cutlet Structure silt, rock or I lt, rock or gravel, debris or ve etatly nFlC NA?IF' ~
(See DetalU 10' (Min) Matter) coMpa g e PNtanara vIr Arrow Arum Ltter) corlpacted to 95% of Maxlrlurl dr sayyitarb lotlydla Mowheod/buck Pototo
BerM density in acc 3 No 5 Bar 'U' Strap (8`-12' Lifts) ~nslty In accordance with ASTM y M~aPa9°" sf0oniti°~° `-12' Llft) D1557 T droPaaen glameratw Buehy Beardgrae ST~RMWAT S .oP ER POND
1 (Coat w/ Bltur7astic) corral S UPPLEME NT Grotophyllum DWQereum CoontaA PREPAR
lev~ ' ' (100 r st rr7> EMergency Inl 10' • . (100 r• F"t et Pipe (Size and Elev. D (10 r storrhJ _ Erlergency Spillway ~k9"' Puny«,e Common rnr« Square ED FOR (100 r, F"t s~""w~' SDP' D"~`w"d y ood Elev.) ~ ~ ~ u~rd roi
3' Ve Y c Materlal per Dralna g. Shelf 1 «,tae Mweh H u n HAhae t I n ton Pontederia ark K I aardota g n s I
ge Plan) . , i lev, ' ' ( . Elev. B ~ 1 D sl n lev,) _ PbkK«w.,d ~ 1~{ , ~ p n t o n ark Paton t g aqe an tinatae p Leonia aryzoy~a Rand Weed ` v~. E E S F
Carex pp. ~Nt~ •"~0' 10t~~'~'p~, Sc ~ wlidu Y V I
El v, ' ' Outi e B Perrlanent Pond et Plpe (Site and kDu e ~ ~ I A Q M n stem A S B RG P LA Pd N T nun A TI ON eoP smortweed ~ JACKSONVILLE TOWNSHIP, ONSLOWCOUNTY N
1 w Materlal per Dralna a Plan) Conc g '1in~ eifewe Soft Rueh - I _ , C I Nupliar luteum Spattedack 1 14~ = PREPARED BY
Pankum tiwrgatum 5wltch9raa Acorue adanue Sweet F1aq
-~~t 2 ~ ~ Draw Down Dr f val~ ww m~,« a'~~a ratww.ed ~'•.FN a ~ ~
Il m i ice Antl-See 1 A (See Detail) p Collar ~ 1 Antl-Float Block (See Detail) p Collar n:«,b atica "'Id C.Iery 0'~~ 409 JOHNSON BLVD. ~ lrlld Rke rp ~ JACKSONVILLE, NC 28540 :all) , rti~~ ~ PHONE: 910-34 - 6 9800 DATE: APRIL 12, 2004
j ~ 1 (80 CF Concre ~ te) SCALE: 1"= REV: 7-26-04
' - z 12' No. cutlet Protection Bottor7 Elev. 'A-1' BottoM 57 Stone (See Erosion/Sed, t Prote 30 F.B , PG. ctlon water, Sewer & Stormwater Desi n B . JOB FI REV: $-27-04 g y ~ LE NAME:SCHMARK PARK
I I Erosion/Sod, Plan) REV: 9-30-04
i _LEVATIDN H DU F CRYSTAL COAST ENGI GRAPHIC SCAL REV' - ~ NEERING, P.A. E 3 8-05
Forebay Main Pond L~BIIflN P !r..+tSAl.L 9817-9 FREBDOY ~/tY - 9lIHEST, N,C. - 2859!1 Phone (~lo) sES-oooe r.: o _ 30 ~ 1s ,o REV: 4-25-05
,A . ~ ELEICA 1 M AIN POND BOTTOM 19.r . ELEVATION w~ (10) 925 0050 120
TOM I v.nn °~T'w00~°~OdD°°rioi.oom D..ld L Ne~wm, PE
i rea men pond 'A2' FOREBAYANENTBOTTOM 20,E M 20,00 D 25.00 IN FEET -
B PERM POND e C ~ . 25,1 on C, TEMPA ,R FLOGE OD 30.; REV; $ ( ) 9-05
Scale, None (Vertically Exagerated) 'D' 10 YEASTOR 26.e8 30.30 i inch = 30 r REV: 8-16-05
'E' 100 YEAR FLOOD 30.z 30.5 i 30.96
SHEET 8 OF 9
_ 1,

c
old
PLANnNC scNEOULE
9EEgNG SCMEDULE(INCLUDING POtID SIDE SLOPES) yQg; PLANTING SCHEOIA,E APPLIES ONLY TO VEGETATED SHELF.
1" STORAGE. CL "B" SPREAD TOP50L OVER AREAS TO BE SEEDED AND ESTAM.ISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME ANO FERTKJ2ER AND WORK INTO SPREAD 4' TOPSdI OVER AREAS TO BE PLANTED ANO ESTABLISH UN~ORM GRADE
EL V NORMAL POND ( E 29.09) STONE SEED BED. DISiR~UTE SEED UNIFORMLY AND COVER UGHTLY. PRIOR TO PLANTING, PLANT ANY 1M0 (2) OF THE FOLLOWING SPEgES WITHIN THE ~ APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY OMITS OF THE DESK~IATED VEGETATED SHELF AT A OEHSITY NOT LESS THAN ONE
(ELEV 28.00) ?o~.c' 1M1M 51RNGMT BLADE DISC IN FLAT AREAS AND INTM ASPHALT TACK PLANTING PER SQUARE YARD: --~-I M4tERE SLOPES EXCEED 47C
7--~-----_ 3' i 35 19.C~' ~ 85.0' SG~DElG.11EYtE C6lIYGa.tleME MATERIAL APPLICATION RA Peltondra drghk Arrow Arum
i ;i/~- 3 I SoggRab lotlfdk Arrowhead buck Pototo
/ -3 12 CORRUGATED 20x SUPERPHOSPHATE 2~ /ACRE Andropogon drgtnlcue Broameedge POUNDS/ACRE ~ FERTIJ2ER(10-10-10) 1000 POUNDS/ACRE TAr'~'oPogm gomerotue boy Beadgran
L ALUMINUM PIPE ,l 7,' , ~ CerotaphyAum OWQenum Coontol APRIL -JULY Sdryw pungene Common Thrw Squae
I ~ ~ FESCUE, KY-31 9O POIMDS/ACRE Lemma epp. Duckwwd
' d~) ~ C? m ~ o o, } w MAIN BAY BER?IUOA (Hta,tm) Io PouNOS/ACRE saunxu. amuu, umrd TAI i. Hlbbgre mwoheutw Mach HblKwe
!I~ o Q ~O JANUARY - MARCH Pontederk oordata Pldcerelwwd
I,~~ ~ ' ~ ~ ~ 3 ~ NORMAE POND raj FESCUE, KY-JI SO POUNDS/ACRE PotanoQeton pectMotur Pond W'wd BERMUDA (UNROLLED) 20 POUNDS/ACRE ~ ~ olds RIa Cutgrae RYE GAIN) 2S POUNDS/ACRE Sb9ee
~ I ~ d; 8 d (ELE 28.00 Sokpw vdMw SoN SNm Bullrueh SEPTEMBER -NOVEMBER Pdygaxnm epp. Smartwwd
M M~ 2 I FESCUE, KY-31 yp pq~/App Juneura efhwrr Soft Rurh Nupha luteum Spotterdock
I ~ it , i MULCH 2 TONS/ACRE Panlam wrgatum Swltchgraa Acave oalan+ue Swwt Flaq
,.A~ ~ ` ~ ANTI-SEEP it0 ASPHALT TACK 300 GALLONS/ACRE Oodw oonadenefe Waterwwd Vdhnerla anerlcono Wld Celery
ti~ ~32. ~ ~ ~ ~ COLLAR ~ NOTE: 1) OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. Zlzado oquatloo WBd Riw
r ~ ~ - 34 ~ ~ 2) RYE GRASS OR WEEPING LOPE GRASS SHALL N01 BE USED.
- ~ P 4 ~ .
s m _ L p
P/ ~ EMERGENCY SPILLWAY ~
(ELEV 30.01) >
~
1OYR STORAGE A A
(ELEV 29.93)
_ on im ension r s a ea m ou en on .a o u
an Scale; 1" = 20' Scale: 1"=30' W z
J
lY W H
Z W TP.ASH RACK u
(SEE DETAIU
TCF
EMbankroe ELEV "E' Embankment shall be constructed of PRIMARr WEIR
uniforr~ i uniform native material (free of excess ` ~ ~ ELEV 'c'
silt, rocs slit, rock or gravel, debris or vegetative
natter) density I matter) compacted to 95"/, of maximum dry 60' DIA- CCRREGATED density In accordance with ASTM D1557 f~, ALUM, RISER
l7utlet Structure (8'-12' L (8'-12' Lifts)
(See Detail) 10' (Mln) CCNC OUTLET PIPE IhV RISER FILL ~ ELEV "R' 6' I IA~ CORR.
No 5 Bar 'U' Stra BerM P ~ T ALUM. PIPE (SEE DETAIL) 30 TCM CUTLET
3 (Coat w/ BltuMastic> ELEV 'E" 2.D7 DRILL 4' HC_E INVERT
1 ~ EMergen~ v. yr s orM v (100 yr, _ Emergent Spillway IN END CAP - TACx (100 yr, ood ElevJ WELD HARDWARE cLaTH
10' lev, 'D' (10 yr storM,> v~ SCREEN OVER ORIFICE ~ IR
Inlet Plpe (Slze and 3' Veg. Shelf 1! Material per Drainage Plan> l v, ' ' (1` I n l )
Elev, 'B' i Riser ~ M N' I 6" DIA ~
Outlet PI e lev. B Perr~anent Pond P Size and END CAP
Materlal per Drainage Ptan) an)
1 ~ Con
~ Draw Down Orifice Antl-See C W Draw Down Orifice seep Collar
2 p ollar (See Detail) Anti-Float 1 1 Block (See Detall) Detail) ~
a 1 (80 CF Concrete) w
Outlet Protect ~ 12'No. tlet Protection Z w 'e Erosion/Sed. Plan) " ,ALUM BAR E,' MIN
Z Elev. 'A-1' BottoM 57 Stone (See Erosion/S~ Bottor~ 4-3' ALUM 6, @ 2' D.C. ~
ELEVATIONS SCHEDULE SCHEDULE ANGLES ~
Foreba I f Z
y Maln Pond L~II~I DESCRIPTION EL Al MA[N POND BOTTOM d ELEX~~ f 1e' M. TTOM 23,00
'A2' FOREBAY BOTTOM (TTOM 23,00 v
'B' PERMANENT POND 'C' TEMP, STORAGE POND 26.00 ALUMINUM TRASH RACK A AGE 29.09 ~IMARY WE1R
'D' 10 YEAR FOOD ]OD 29.93 1/4' THICk: STEEL
'E' 100 YEAR FLOOD .DOD 30,01 ly PLA'E 5'
rea men - on e c ion
Scale: None (Vertically Exagerated) RISER ~ ~ 54' MIP.IMUM (SEE DETAIL)
Trash Rack Anti-See Collar
P
u e rut ure a a~ s
No Scale
STORMWATER POND DETAILS 2
PREPARED FOR
K in sin ton Par k 9 OF
WILLIAM SBURG P A T TI L N A N 0
JACKSONVILLE TOWNSHIP, ONSLOWCOUNTY, NC
PREPARED BY
• ~
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 9, 2005 I SCA 1
~ JOB ~ FILE NAME: KINSINGTON - Stormwater Design 8y. - StAi -
- 8148 i'v . ; GRAPHIC SCALE
CRYSTAL COAST ENGINEERING, P.A.
-.,•,lcA, ....aP.~sZ': 9817-~ !R>RDOY 1I~Y - B'OBldl?, N.C. - AB69Y 30 0 to JO 60 120
INtr Phone [phone] Paz [phone]
mrn.Orystal0oaxtengineerhu.oom David L Newrom, Ply
LI (IN FEET)
1 inch - 30 ft,
SHEET 9 0 F 9