20021368 Ver 1_COMPLETE FILE_20020826

Triage Check List
Date: Project Name:
DWQ#: V2 E32
County: 6 ? ?J &
T0: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO
d Telephone : (919)
From:
The file attached is being forwarded to your 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 ) r -
Mitigation Ratios M i .0 V
f ti V) 6-c e-5 5a
? Ditching ' III f
? l 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: Pe?io?, A4
SEAR•BROWN
100 Corporate Drive, Suite 101
Hillsborough, NC 27278
919.732.3883 Fax: [phone]
TO Division of Water Duality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN John R. Dorney
WE ARE SENDING YOU
? Prints
? Copy of Letter
® Attached
? Reproducibles
? Change Order
Letter Of Transmittal
DATE 10/08/03 PROD. NO. 17951
RE Saddle Ridge Subdivision - DWQ #02-1368
? Under Separate Cover
? Specifications
? Transmitted Via
? Shop Drawings
COPIES DRAWING DATE DESCRIPTION
7 10/08/03 PCN Application Form
7 10/08/03 Biological Reconnaisance Form
7 10/08/03 Plans
7 10/08/03 Level Spreader Detail
1 10/08/03 Response Letter

TRANSMITTED
® For Approval ? As Requested ? For Your Use ? For Review and Comment
COMMENTS
WETLANDS /401 GROUP
OCT 1 Cl 2003
WATEk QUAU
COPY TO
with (?) Enc.
with (?) Enc. SIGNED (j' .? f L
L ise Hawes
#SB-AD-01 (01/02)
SEAR•BROWN
October 8, 2003
Mr. John Dorney
NCDENR
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Saddle Ridge Subdivision
DWQ # 02-1368
Granville County
Dear Mr. Dorney:
The Summit at Meadowlands
1000 Corporate Drive, Suite 101
Hillsborough, NC 27278
c_ y 919.732.3883 phone
919.732.6676 fax
www.searbrown.com
WULANDS / 401 GROUP
OCT 1 0 2003
WATER QUALITY SECTION
In May 2003, Sear-Brown submitted a package to NCDENR-DWQ for approval and permitting of the
proposed crossing of a Neuse Stream. On July 7, 2003, you responded to the developer, Mike Arrington,
with a letter, addressing some issues that need to be resolved prior to approval.
Thank you for your attention to this project. Please consider the following information in response to
your letter:
1. Done. The site plan scale has been revised to F=100'.
2. Done. The PCN accurately describes all proposed impacts. Your reference to 18' and 20' pertain
to pavement widths, not impact lengths. Refer to the table in Section VI-3 of the PCN for
proposed impact lengths.
3. Done. During my meeting with Debbie Edwards and Bob Zarzecki, it was decided that Buggy
Lane's location would remain the same because of topography.
4. Done. The buffer at Impact 2 has been revised.
5. Done. It is standard engineering practice to provide drainage easements along drainageways.
The drainageway was surveyed and an easement was designed around the drainageway. This is
not an NCDWQ issue. This is a natural drainageway with a proposed drainage easement around
it. It is also a Neuse Riparian Stream Buffer. No disturbance to stream buffers should happen,
except as shown in this PCN.
6. Done. The stream that runs through Lot 1 is perennial, per NCDWQ. Documentation from
NCDWQ is attached.
7. Done. Tabulated data is shown for each impact on the Stream Buffer Impacts and Stormwater
Management Plan. This information is also shown in the PCN. Buffer impacts do not exceed 1/3
acre at any of the proposed impact locations. We want to avoid having to pay mitigation.
8. Done. The impact you refer to is designated as Impact 4 on the Stream Buffer Impacts and
Stormwater Management Plan. 2,039sf of Zone 2 buffer disturbance is proposed at Impact 4, as
indicated on the plan. The existing vegetation at this location is grass only. After construction is
complete, we are proposing to restore grass to this area. Seeding instructions are indicated on the
erosion control details.

SEAR. 7R OWN
Other issues discussed during my meeting with Bob and Debbie:
1. Documentation about the streams and buffers will be added to the homeowner's restrictive
covenant documents.
2. A cross-section of the large perennial stream crossing is included on the construction drawings,
which are enclosed.
3. One culvert in the perennial stream crossing will be raised 1' foot higher than the other culverts.
I discussed this with Todd St. John also.
4. A level spreader detail is enclosed.
Our development team wants to avoid all mitigation costs on this project. Subsequent to your July 7,
2003 letter, we have made significant revisions to the plans, in an effort to avoid mitigation. We have
stayed under the two mitigation thresholds you have indicated:
• Maximum of 149.9 LF of perennial stream disturbance
• Maximum of 1/3 acre of stream buffer impact area per impact.
Please approve this project without mitigation.
In the future, please copy us with any letters that you send to the developer on this project. Thank you.
Enclosed are seven copies of the construction drawings, including the major perennial stream crossing
cross-section and level spreader detail. Also enclosed is Dave Penrose's report on the perennial stream at
Impact 3. Per a October 7, 2003 phone conversation with Mike Horan no additional fee is required with
this submittal. Please approve Saddle Ridge Subdivision, and notify me of approval. If you have any
concerns, please contact me at [phone].
Sincerely,
SEAR-BROWN
Lynnise Hawes
File: L:\Jobs\17951\Documents\L0020 DWQ
AUG. -18' 03 (MON) 13:30
R p
?QF Ore
O ?
NGDENR RRO
TEL:[phone] P.001
Past-IN Fax We 7671 ?
To Ftiom
co.dDW Ca C
Phone a KOM it _
fax a Fax M
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mike Arrington
30618' Street
Butner, NC 27509
Michael F. Easley, Govemor
WAllem G. Ross Jr., Secretary
tent of Environment and Natural Resources
Alan W. Klimek, P.E. Olrector
olvision of water Ouelity
DWQ Project No. 02-1368
Granville County
Page 1 of 2
Subject Property: Saddle Ridge Subdivision, Robert Chapel Road (SR1123), Stem. NC
Knap of Reeds Creek (Lake Butner) - 03-04-01, 27-4-4
WS-II (water supply) HQW (high quality) NSW (nutrient sensitive) CA (critical area)
REQUEST FOR MORE INFORMATION
Dear Mr. Arrington:
On May 22, 2003, the Division of Water Quality (DWQ) received your application dated May 16.2003 to impact 262 feet
of streams and 25,882 square feet (te) of protected riparian buffers to construct the proposed subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information In order to process your application to impact protected wetland, streams and/or buffers
on the subject property. Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and 28.0233(8) and will place this project on hold
as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information:
1. Map Scale -- The site plan that you provided within your application was at a 1 "=200' scale. This scale was too large to
adequately review your project. Please provide site plans at a scale of 1"_100' or smaller.
2. Road Widths -You stated in your application that the road impacts will be 18 feet and 20 feet. However, when
measuring the impacts from your site plans it appears that the road impacts will be approximately 25 feet.
J? jL
3. Buggy Lane - It appears that Buggy Lane can be moved north between lots 50 8.51 and avoid the impacts to the
intermittent stream. Please relocate Buggy Lane or provide justification as too why it can not be relocated.
4. Impact 2 - Impact 2 on your plans does not accurately depict the location of the buffers. The buffers should be indicated
as an arc. It appears that the buffers will extend onto lots 52 & 53.
5. Drainage Easement -- You indicated a 20' Drainage Easement along the intermittent stream. What will this entail?
6. Lot No. 1 - You stated within your application that the stream located on Lot No. 1 is an "intermittent' stream. However,
you did not provided documentation from the DWQ as to whether or not this stream is "intermittent" or "perennial".
Please provide additional proof that the stream is 'Intermittent" or call Dave Penrose of this office at [phone] and
schedule a site visit with him to evaluate the stream. If this stream is determined to be "perennial", than stream
mitigation will be required since the cumulative impacts to perennial streams on the property will be equal to or greater
than 150 feet.
7. Buffer Impacts - Your application states that there will 25,882 square feet of buffer impacts. Please provide information
on how much buffer impacts will occur at each impact area (e.g., road crossing site 1, 2, etc.). If impacts exceed 1/3 of
an acre of buffer impacts at any one of the road crossings. then buffer mitigation will be required,
North Carolina Divlslon of Water Ouslityr, WetluWs/401 Unit,
IBM Mall Service Center, Raleigh, NO 27699-1650 (Meiling Address)
2321 Crabtree Blvd., Raleigh, NO 27604-2290 (location)
919.7334786 (phone), 919.733.8693 (tax), hhpJ/h2o.enr.state.ne.uslncwoUands/
AUG.-18'03(MON) 13:04 NGDENR RRO TEL:[phone] P.002
Page 2 of 2
8. Road near Pond -it appears that temporary buffer impacts may be required for construction of the road near the pond.
Will any temporary impacts be required. If so, what will the size of the Impact area be and how do you intend to restore
the impacted area.
Thls office recommends that you contact Ms. Deborah Edwards of the Raleigh Regional Office at 919.571-4700 to
schedule an office meeting with her and staff from this office to discuss the additional Information requested
above.
Please respond within three weeks of the date of this letter by sending this Information to me in writing and to Ms.
Edwards of the DWQ Raleigh Regional Office. It we do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Mr. Bob Zarzeckl at 919-733-9726 If you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely.
cc:
USACE Raleigh Regulatory Field Office
Deborah Edwards, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
lit, a.
DWO021368
July 7, 2003
bz
s
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter --ivot ale or 1-4/,A .)
ncaNDS1401,-n9Up
1. Processing
1. Check all of the approval(s) requested for this project: OCT 1 0 2003
? Section 404 Permit ® R. , W tershed Buffer Rules
? Section 10 Permit ? Isolated W?eMME6WONm DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Arrington
Mailing Address: 306 18th Street. Butner NC 27509
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Saddle Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0879-00-41-5224
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): Saddle Ridge Phase 2 & 3 (55 lots)
Directions to site (include road numbers, landmarks, etc.): Robert Chapel Road- SR 1123
1600 feet west of the intersection of SR 1123 and SR 1126.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 96.7
7. Nearest body of water (stream/river/sound/ocean/lake): Stream
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions: Rural Residential
General land use: Rural Residential
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the construction of 5 NCDOT roads. Grading equipment will be
used.
11. Explain the purpose of the proposed work: To provide access to the northern portion of the
property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Impact 1: 3-72" cmp , rip rap, 20'
paved road, fill material, & tree protection fence; Impact 2: 1- 24" rcp, rip rap, 18' paved
road, & fill material; Impact 3: 1- 18"cpp & 12' gravel driveway. Impact 4 temporary):
Erosion control device, tree protection fence & fill material
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcnia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
1 3 Culverts 127.9 UT-Lake Butner 12' Perennial
2 Culvert 95 UT-Lake Butner 1' Intermittent
3 Culvert 22 UT-Lake Butner 1' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Q?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.inapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 244.9
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing is necessary to provide access to the northern portion of the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htlp://h2o.enr.state.nc.us/ncwetlands/stn-ngide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA.
Amount of buffer mitigation requested (square feet): NA.
Amount of Riparian wetland mitigation requested (acres): NA.
Amount of Non-riparian wetland mitigation requested (acres): NA.
Amount of Coastal wetland mitigation requested (acres): NA.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 15,410 3
2 12,328 1.5
Total 27,738
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing posed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's SOnature
(Agent's signature is valid only if an authorization
7.03
Date
the applicant is provided.)
Page 12 of 12
AUG: -t25' 03 (MON) 08:42 NCDENR RRO TEL:[phone] P.003
Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
PereaaiallIatermittent Point
Send to Dave Penrose
401/Wedands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail nave.PenroseQNCmail.net, FAX [phone]
a) Location: Saddle Mgt Subdivision
Stream Name: UT to Lake Butner Receiving Waterbody: Lake Butner
Location/Road: SR 1123 County: Granville Date: 9/8/03 Regional Office: RRO
Basin Neuse Subbasia: 030401 Latitude/Longitude:
Ecoregion: 'T'riassic Rosgen Class:
1 Observers: Lynise Hawes
,& Debbie Edwards • USGS Quad Sheet: Stem &
Lake Michie
Notes (attach photograph or drawing on the back of this form):
Feature downstream of a pond.
b) Habitat
Primary Adjacent Land Use: Mature forest Riparian Zone Characteristics: Highly vegetated- herbs, shrubs,
vines and trees.
Stream Width: 1-2' Flow Conditions: high, Stream Order: 1 st
Stream Permanence Characteristics, Rating (if relevant): Stream Classification Form Score =31
C) Biology See attached notes
Benthic Macroinvertebrate Tau:
Amphipoda: 0 Isopoda: x Decapoda: 0 Chironomidee: [] Oligochaeta: x Mollusca: x
Ephemeroptera: [I Plecopterm 0 Trichoptera: 0 Coleoptera: x Other Diptera: x
Fish and Salamander Taxa: Sunfish (2)
Other Observations (i.e. Presence of Iron Oxidizing Bacteria): frog, fingernail clam
d .-25'03(MON) 08=42 NGDENR RRO
1V'CDWO Stream Classification Form
Project Name Ivet Bruin: meto tS ??
DWQ Pwiml Numb=01 M-b Nrar=t:Vamed Strearre LQt"?'
TEL:[phone] P.004
Counry?111Qiltt/r? Evaluator. Abt"IG
Laritude: Signalart:,A?
Date. afa/63 USGS QUAD: S Longitude: LocatiatvUreciloas:
*PUASE NOTE: Veveh IoWe andLrnJad.er &am that thejearrw 4 a man-made dhth, rhta rue ofthtr/mm it not netnmrN4
Abe. (fin da Aut?rafi WomiJrd`estnl of the twtnaw, (befeswn tt a ww-wtdt Akk and not e madjFtd ntra d mram-"
ral7ny grtew shamid net be V100
Primary Field Indicators: inrek a?a.rFra.e..F.rtrMr)
LQmvomoMh4alasty Absent Weak Moderate Ctrnnrr
11 tt TMM Riffle-Pmt Smmcn=7 Q 1 2 C371
2) Is The USDA Te:arc Is Stmambed
5) It Thorn An Active (Or Relic)
9) Is A Ccntinuolia Bed et Bank Present? 0 1 2 (D
hlVerE VLd tluk[anrda Alritu A.d WrffrOtd ??•°^?.7nlee Srnnr-o•a __ _
MO) Ii A 2 Order Or Great= Channel (As ladiamed
on n # r V^_1
PRIhIARY GEOMORPImOLOGY INDICATOR POINTS:
Secondary Field Indicators:(:irrteo..m b.,twLro
n s 0-73
SECONDARYGEOMORPNOLOGYINDICATOR POINTS:
It. Hvdrmpg Absent Wenk Moderate Strenr
l) Is This Yeast (Or Laet'a) Unfliner
4) Is Water In Channel Ard>41 Hts. Since a .5 1
n Is There Wa m In Channel During Dry D 1 1.5
f) AreAvdrie hioiir Present in Sides of Channel fOrIn HendcetlZ = Yes=145
SECONpA2YAYDROL_OGYRWCATOR POINTS:
1) Are Worland Plants In StrenrlmW s4v Matt1y 091. Matfly FACW Malty FAC Mordy FACU Marty UPL
('M07Er4rral.4Age.ae OJAYP1mmJm nam0ed 2 1 .75 .S 0 -0
AjNaWAbom nrrs?. tm2?[r SlY Ca.
31
IL Hvdrolaev Absent Week Moderate Strene
1) Is Thcrc A Gtoumbswer
Elorvmiecha- Prnaeat7 n 1 f
PR 3
WAYAYDROLOGYINDICATOR POIN7S:_?
(t56cm) \?'? \ INSET"A"
t2'
(JO cm)
\ \ \ (tS6cm) INSET"B"
(1S cm)
E]J2]?i?i?]I Scm-32.Scm) INSET'C
USE INSET'C' TO FASTEN LINERS
LONGITUDINALLY BETWEEN ROLLS.
CHANNEL
BASEWIDTH
i

TYPE ILEVEL SPREADER (Q10=OCFS-5CFS)
POOL POOL CHANNEL
SECTION BASEWIDTH DEPTH BASEWIDTH
A 3'
B 3' 1.0
C 2.5' 0.8'
D 2' O.G

TYPE 2LEVELSPREADER (010=5CFS-10CFS)
POOL POOL CHANNEL
SECTION BASEWIDTH DEPTH BASEWIDTH
A 5'
B 5' 1.0
C 5' 0.9
D 3' O.T
TYPE 3 LEVEL SPREADER (010 =10CFS - 23 CFS)
POOL POOL CHANNEL
SECTION BASEWIDTH DEPTH BASEWIDTH
A 10'
B 10'
C 10' 1.0'
D 8' O.T
FINE GRADE, LIME,
SEED, & MULCH LEVEL
SPREADER & SIDESLOPES.
POOL
BASEWIDTH 3'
DEPTH
2.5'
ILL ?
ID co
Im ?
I? ~
?O
z
Ira
I
I
VAR. ( .4' MIN.)
TOP OF BERM TO BE 1' MIN. ABOVE
LEVEL SPREADER THRESHOLD.
T
i
LEVEL SPREADER THRESHOLD
IN BACKGROUND.
SECTION A„ FINE GRADE, LIME, SEED, & MULCH
CHANNEL, SIDESLOPES, & BERM.
LINE CHANNEL BASE & SIDESLOPES
W\ NORTH AMERICAN GREEN
P300. SEE CHANNEL LINER
INSTALLATION DETAIL.
ILL ?
I? y
Im o
I? o
z
O !-INSTALL NORTH AMERICAN GREEN P300 LINER
Zo/ OVER THRESHOLD AND ON FORESLOPE.
I // EXCAVATE 6" INTO EXISTING GROUND. PREPARE
WELL-COMPACTED, LEVEL EARTH SUB-BASE.
THRESHOLD. SURVEY THRESHOLD TO CONFIRM
THRESHOLD IS LEVEL ALONG ENTIRE LENGTH.
Iv-
DIFFUSED FLOW OVER THRESHOLD DURING STORMS.
FASTEN LINER PER INSET'A".
FASTEN LINER PER INSET "B".
SECTIONS "B", "C", & "D"
INSTALL RIPRAP DISSIPATOR PER PLAN.
CONSTRUCT BERM & CHANNEL TO
DIRECT FLOW INTO LEVEL SPREADER.
LEVEL SPREADER MUST BE CONSTRUCTED
OUTSIDE OF BUFFER & PARALLEL TO TOPOGRAPHY.
CONSTRUCT EARTH BERM HERE TO PREVENT
FLOW FROM LEAVING POOL AT THIS LOCATION.
THRESHOLD MUST BE LEVEL TO PRODUCE
DIFFUSED FLOW THROUGH BUFFER.
104 -
2B 102
-100
A
TYPICAL LEVEL SPREADER
t5
SaddleRidge 03-1368
Subject: SaddleRidge 03-1368
Date: Tue, 02 Dec 2003 17:54:04 -0500
From: Debbie Edwards <[e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
I overlooked the review deadline, too many stamps on these darn things... anyway here are my comments.
SSUE WITH CONDITIONS
1-Deed restrictions for buffers needed on lots 1, 2, 3, 4, 5, 6, 10, 11, 12, 13, 14, 15, 16, 17, 18, 26, 37, 38,
39, 40, 41, 42, 43, 44, 45, 52, 53, 56, 57, 58, 59, 60, 61, 62 and 63
-Applicant may need to apply for a state stormwater permit NCAC 15A 2H 0.1000 (I will call Bradly
Bennett first thing wed. morning to confirm)
3-Mitigation required for intermittant and perennial stream impacts, plans within HQW waters, total of
244.9 linear feet of stream impacts
w,R?o

of 1 12/4/03 10:02 AM
wA7 Michael F. Easley, Governor
0,
' Q
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 4, 2003
Mike Arrington
30618 th Street
Butner, NC, 27509
Subject Property: Saddle Ridge Subdivision
Ut to Butner Lake (27-4-4), 030401, WSII HQW NSWCA
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Dear Mr. Arrington:
DWQ Project No. 02-1368
Granville County
Page 1 of 3
You have our approval, in accordance with the attached conditions and those listed below, to place fill in 149.9 linear
feet of perennial streams and 95 linear feet of intermittent streams, and to impact 27,738 square feet of protected
Neuse Buffers in order to construct the Saddle Ridge Subdivision in Granville County, as described within your
application dated 08/26/02 and in additional correspondence received March 18, May 22, July 15, and October 10,
2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This approval is also valid for
the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non-discharge, and Land Quality regulations. You should also contact Mr. Bradley
Bennett to determine whether or not a State Stormwater Permit (15 A NCAC 2H .1000) is required for this project.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid 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). For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. 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, 1.650 Mail Service Center, Raleigh, NC, 27699-
1650;
2. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange fabric fencing (or similar high visibility
material) for the areas that have been approved to infringe within the buffer, wetland or water. This fencing
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
I,
Mr. Arrington
12/04/03
If you decide to propose use of the Wetlands Restoration Program in lieu of developing your own stream
mitigation plan, you will need to contact Mr. Ron Ferrell with the WRP at [phone] to see if they will
accept the project. You should note that mitigation requirements proposed to be mitigated through the WRP
must be rounded to the nearest linear foot increment according to 15 2r.0503(b).
You have two months from the date of this Certification (until February 4, 2003) to notify us of your decision as
to which option you have chosen. We understand that if you choose to prepare your own mitigation plan, or to
pursue Flexible Stream Mitigation, additional time will be need to prepare your mitigation plan.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions
of the Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the
404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate shall be referred in writing to the Director for
a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. '
Sincerely,
f
r\WAi0, m ?k?, .E.,
r
Attachments: Certificate of Completion
GC 3402
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Ron Ferrell, WRP
Lynnise Hawes, Sear-Brown, 1000 Corporate Drive, Suite 101, Hillsborough, NC, 27278
021368

WA T? Michael F. Easley, Governor
?Q
0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
tom- Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
jtw Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: P Fax #:
Company: ?/tn
Number of pages including cover sheet: _
Notes or special instructions:

Date: I D - ? " O`er

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), (httpJ/h2o.enr.state.nc.uslncwetlmds

ONUP-

W AT
QG
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 4, 2003
Mike Arrington
306 18th Street
Butner, NC, 27509
Subject Property: Saddle Ridge Subdivision
Ut to Butner Lake (27-4-4), 030401, WSII HQW NSWCA
APPROVAL of 401 Water Duality Certification and Neuse River Buffer Rules
Dear Mr. Arrington:
DWQ Project No. 02-1368
Granville County
Page 1 of 3
You have our approval, in accordance with the attached conditions and those listed below, to place fill in 149.9 linear
feet of perennial streams and 95 linear feet of intermittent streams, and to impact 27,738 square feet of protected
Neuse Buffers in order to construct the Saddle Ridge Subdivision in Granville County, as described within your
application dated 08/26/02 and in additional correspondence received March 18, May 22, July 15, and October 10,
2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USAGE). This approval is also valid for
the Neuse River Buffer Rules (15A NCAC 213.0233). In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non=discharge, ..and Land Quality regulations. You should also contact Mr. Bradley
Bennett to determine whether or not a State Stormwater Permit (15 A NCAC 2H .1000) is required for this project.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification. -
This approval is only valid 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). For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. 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, 1.650 Mail Service Center, Raleigh, NC, 27699-
1650;
2. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange fabric fencing (or similar high visibility
material) for the areas that have been approved to infringe within the buffer, wetland or water. This fencing
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
non-inn 41ne /..1.......\ nin 7913 OOnO /;--% F.Hn•//L.9.. - eio+n nn nn/nrnunHenrln
Mr. Arrington
12/04/03
shall be installed prior to any land disturbing activities to ensure compliance with GC 3402. The protective
fencing should be removed once construction is complete;
3. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. A sample deed notification can be downloaded
from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands;
Sediment and Erosion Control
4. 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; .
5. 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 Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur;
6. 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;
Mitigation
7. Condition Number 5 of General Certification 3402 states that "Compensatory stream mitigation shall be required
at a 1:1 ratio for not only perennial but also intermittent stream impacts that require application to DWQ in
watersheds classified as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance." Since this is a privately-funded
project, and combined impacts to intermittent and perennial streams classified as WS-11 HQW NSWCA exceed
150 linear feet, compensatory stream mitigation will be required in accordance with 15A NCAC 2H .0506(h). You
have the following options for satisfying the mitigation requirement associated with this project:
a. Payment into the North Carolina Wetlands Restoration Program (WRP), if the WRP will accept the
responsibility for conducting this mitigation work, or
b. Preparing and implementing a stream mitigation plan with a minimum of a 1:1 restoration component for
244.9 feet of impacts, or
c. Development of a Flexible Stream Mitigation plan as described in Section 10 (A or B) of the Stream Mitigation
Guidelines approved by the U.S. Army Corps of Engineers and NC Division of Water Quality (April 2003).
This document is available on the Corps' web site at:
http://www.saw.usace.army.mil/wetlands/Mitigation/stream mitigation.html.
Mr. Arrington
12/04/03
If you decide to propose use of the Wetlands Restoration Program in lieu of developing your own stream
mitigation plan, you will need to contact Mr. Ron Ferrell with the WRP at [phone] to see if they will
accept the project. You should note that mitigation requirements proposed to be mitigated through the WRP
must be rounded to the nearest linear foot increment according to 15 2r .0503(b).
You have two months from the date of this Certification (until February 4, 2003) to notify us of your decision as
to which option you have chosen. We understand that if you choose to prepare your own mitigation plan, or to
pursue Flexible. Stream Mitigation, additional time will be need to prepare your mitigation plan.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions
of the Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the
404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate shall be referred in writing to the Director for
a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
li k, P.E.,
C WQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Ron Ferrell, WRP
Lynnise Hawes, Sear-Brown, 1000 Corporate Drive, Suite 101, Hillsborough, NC, 27278
021368
?Ok wAT
y
r
> 1
o ?
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
July 7, 2003
DWQ Project No. 02-1368
Granville County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mike Arrington
30618`h Street
Butner, NC 27509
Subject Property: Saddle Ridge Subdivision, Robert Chapel Road (SR1123), Stem, NC
Knap of Reeds Creek (Lake Butner) - 03-04-01, 27-4-4
WS-II (water supply) HOW (high quality) NSW (nutrient sensitive) CA (critical area)
REQUEST FOR MORE INFORMATION
Dear Mr. Arrington:
On May 22, 2003, the Division of Water Quality (DWQ) received your application dated May 16, 2003 to impact 262 feet
of streams and 25,882 square feet (ft2) of protected riparian buffers to construct the proposed subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information in order to process your application to impact protected wetland, streams and/or buffers
on the subject property. Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and 2B.0233(8) and will place this project on hold
as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information:
1. Map Scale - The site plan that you provided within your application was at a 1"=200' scale. This scale was too large to
adequately review your project. Please provide site plans at a scale of 1"=1 00' or smaller.
2. Road Widths -You stated in your application that the road impacts will be 18 feet and 20 feet. However, when
measuring the impacts from your site plans it appears that the road impacts will be approximately 25 feet.
3. Buggy Lane - It appears that Buggy Lane can be moved north between lots 50 & 51 and avoid the impacts to the
intermittent stream. Please relocate Buggy Lane or provide justification as too why it can not be relocated.
4. Impact 2 - Impact 2 on your plans does not accurately depict the location of the buffers. The buffers should be indicated
as an are. It appears that the buffers will extend onto lots 52 & 53.
5. Drainage Easement - You indicated a 20' Drainage Easement along the intermittent stream. What will this entail?
6. Lot No. 1 - You stated within your application that the stream located on Lot No. 1 is an "intermittent" stream. However,
you did not provided documentation from the DWQ as to whether or not this stream is "intermittent" or "perennial".
Please provide additional proof that the stream is "intermittent" or call Dave Penrose of this office at [phone] and
schedule a site visit with him to evaluate the stream. If this stream is determined to be "perennial", then stream
mitigation will be required since the cumulative impacts to perennial streams on the property will be equal to or greater
than 150 feet.
7. Buffer Impacts - Your application states that there will 25,882 square feet of buffer impacts. Please provide information
on how much buffer impacts will occur at each impact area (e.g., road crossing site 1, 2, etc.). If impacts exceed 1/3 of
an acre of buffer impacts at any one of the road crossings, then buffer mitigation will be required.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.no.us/ncwetlands/
FW

c?
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact:
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Saddle Ridge Subdivision c/o Michael Chappell
Project Number 02 1368
Recvd From APP
Received Date 3/18/03 Recvd By Region
Project Type provide access to Northern Part of Property
County, GRANVILLE
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class - Acres Feet
Type Type Impact Score Index Prima Supp. Basin Req. Req.
F39 Stream O 1'O N F_- 27-4-4 WSII NSWHQ 30,401. F- 249.00
NBR BuffersO Y ON F-F-F-? 30,401. 0.56 F_
(- I O Y _0N F__F- (-F_F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Many quest ions with this P CN:
1)scale on map., 1"=2 00', s cale m uch too small, can not determine if I mpac t 1 is "rea lly" only 149'

also... PCN
indicates
roads
18" &
20" wide, accordin
to scale on ma
p, all
road
s are
25' wid ,
e.
2)lmpact 2- can Bugg y Lan e be m oved north b/t lot s-50 & 51 out of i nterm itten t stre am?
3)lmpact 2- buffer nee ds to be ind icated with arc im pacteng lots 52 & 53.
4)20' draina ge easem ent in dicate d along intermitte nt stream, why?
5)lot 1 wher e drivewa y cros sing i sis this an interm ittent or perennial strea m? This impact has
changed sin ce last P GN A ND sin e Dave and I we nt out to make an I/P all. C ould req uir mi io ion
jfperennial, CUMMU LATIV E IMP ACTS.
6)P N ays 25,88 s q. ft. o f buff er impacts, is this the total buffer im pacts or je st o ne crossi ng
need
to be specif ic- otherw ise co uld re quire buffer mitiga tion. ,
7)Any terr y impa cts fo r the c onstruction of the road near the pon d? n one indic atedl
8)lmpact Ju stification , need more infol
cc: Regional Office Page Number 1
Central Office
imap://bob. zarzecki %40dwq.denr.ncmail.net @ cros.ncmail.net:143/fe...
Subject: Re: 02-1368 "needs more help"
From: Debbie Edwards <[e-mail]>
Date: Fri, 11 Jul 2003 09:35:41 -0400
To: Bob Zarzecki <[e-mail]>
CC: Cyndi Karoly <[e-mail]>, danny smith <[e-mail]>
Bob,
I have already reviewed the project and put my comments on FileMaker. I have
already discussed some of my comments with Danny, he didn't seem as bothered by the
project as I was but then again your group over there probably see more applications
in this condition than I do. It seemed to me that the applicant really didn't know
what he was doing. It looks like this is the third time this application has been
submitted and still there was not enough information in the package to review the
application accurately. I feel like the project should be put on hold and more
information requested, maybe even a meeting with the applicant. If you have any
questions, just give me a call.
Debbie
Bob Zarzecki wrote:
I'll be in the office after my 11am meeting downtown. I should be back by fish at
the latest. Feel free to stop by.
Cyndi Karoly wrote:
Saddle Ridge Subdivision -
Debbie, I printed out your note, put it with the file, and passed it
along to Bob Zarzecki. I'm heading out for my vacation. This one's a
buffer project so you would probably want to talk to Bob anyway.
Have fun you guys.
1 of 1 7/11/2003 10:22 AM

SJuly 14, 2003

ARCHITECTURE 1000 Corporate Drive
ENGINEERING Hillsborough, NC 27278
919.732.3883 phone
PLANNING 919.732.6676 fax
CONSTRUCTION www.searbrown.com
VVErL.I'kUSIA111 GROUP
JUL 1 5 2003
Mr. John Dorney
NCDENR
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
4ATEAMAIITYSECTION
Raleigh, NC 27699-1650
Subject: Saddle Ridge Subdivision
DWQ # 02-1368
Granville County
Dear Mr. Dorney:
In May 2003, Sear-Brown submitted a package to NCDENR-DWQ for approval and permitting of the proposed
crossing of a Neuse Stream. On July 7, 2003, you responded with a letter, addressing some issues that need to be
resolved prior to approval. A copy of your letter is attached for your reference.
Thank you for your attention to this project. Please consider the following information in response to your letter:
1. The site plan scale will be revised to 1"=100'.
2. We will state the exact road impacts to the stream buffers.
3. We will state the justification as to why Buggy Lane can not be relocated.
4. We will revise the buffers at Impact 2.
5. We will explain the 20' drainage easement.
6. We will be meeting with Dave Penrose to verify that the stream is intermittent.
7. We show the individual buffer impacts.
.8. Temporary buffer impacts will be required.
We will be submitting the additional information after our meeting with Dave. Please consider this application
still on hold until you receive the additional information. If you have any concerns, please contact me at (919)
732-3883.
Sincerely,
SEAR-BROWN
Lynnise Hawes
File: L:\Jobs\17951\Documents\L0017 DWQ
i' JU1; .10-2003 01 :56 PM ACCULINE SURVEYING
?oF wArFgo
-t
A 't
CERTIit1ED MAIL: RETURN RECEIPT REQUESTED
Mice Arririgtori
306 l e Street
Butner, NC 27509
919 526 5959 P.02
wlktraei F. Eaalq, eavemor
WMlam & Rosa Jr., 3earao"
NOM Cwdkw Daparlr W at Environment and Naw"d FUMOLMN
July 7, 2003
Alan W. KMW4 P.E. Ohs=
DMMM of wow ouany
DWO Project ft 02-13"
Omnvills County
Page 1 of 2
Subject Property. Saddle Ridge Subdivision, Robert Chapel Road (SRI Inn Stern, NC
Knap of Reeds Creek (Lake Butner) - 03.0401, 27-4-4
- WS-11 (water supply)-HOW (fiigh quality) NSWInubient sensitive) CA (critical area)
REQUEST FOR MORE INFORMATION
Dear Mr. Arrington:
On May 22, 2003, the Division of Water Cuality (DWQ) received your application dated May 16, 2003 to Impact 282 feet
of streams and 25,882 square feet (fF) of protected riparian buffers to construct the proposed subdivision. The DWQ has
determined that your application was Incomplete and/or prow" Inaccurate Information as discussed below. The DWQ
will require additional Information in order to process your application to Impact protected wetland streams and/or buffers
on the subject property. -Therefore, unless we receive the additionar information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0508 and 2B .0233(8) and will place this project on hold
as Incomplete until we receive this additional intomlation. Please provide the following information so that we may
continue to review your project.
Additional Intomation:
1. Map Scale -The site plan that you provided within your application was at a 1'=200' scale. This scale was too large to
adequately review your project. Please provide she plans at a scale of V-100' or smaller.
2- Road W kiths - You stated in your application that the road Impacts will be 18 feet and 20 feet. However, when
measurkV the Impacts from your site plans It appears that the road impacts will be approximately 25 feet
3. Buggy Lane - It appears that Buggy Lane can be moved north between lots 50 & 51 and avoid the Impacts to the
Intermittent stream. Please relocate Buggy Lane or provide justification as too why It can not be relocated
4. Impact 2 - Impact 2 on your plans does not accurately depict the location of the buffers. The buffers should be indicated
as an arc.. It appears that the buffers will extend onto tots 52 i] $3.
5. Drainage Easement - You indicated a 20' Drainage Easement along the iMemtitteM stream. What will this entail?
8. Lot No. 1 - You stated within your application that the stream located on Lot No. 1 Is an "intermittent" stream. However,
you did not provided documentation from the DWQ as to whether or not this stream is "entermment" or VerennW.
Please provide additional proof that the stream 13'Intermittenr or call Dave Penrose of this office at [phone] and
schedule a site visit with him to evaluate the stream. If this stream is determined to be *mnntal", then stream
mitigation` wm be required since the cumulative Impacts to perennial streams on the property will be equal to or greater
than 150 feet.
7. Buffer Impacts - Your application states that there will 25,882 square feet of buffer impacts. Please provide information
on how much buffer Impacts will occur at.each impact area (e.g., road crossing site 1, 2, etc.). It Impacts exceed 1/3 of
an acre of buffer Impacts at any one of the road crossings. then buffer mitigation will be required.
NoM Caroline DNision of water Ouaft. weWndddot Wit
1050 Map ScrAce Center. Raleigh. NO rre0g-1 a3C (L%Xktg Addreae)
Y321 Crabino Blvd.. Ra1Nph, No 27ao4-22w gmstton)
010-733-1798 (Phone). 919-733-aM (1u), hn;rJ h2o.enr.su t it u&Mcwmuarda/
JUL ;?: 0-2003 01:57 PM
ACCULINE SURVEYING
M
co W V
Co LD

0 .
2
.
(Q
?
s0
1

n
=r C-
phi
cQ 0 0
919 528 5959

P. 03
Page 2 of 2
8. Road near Pond - It appears that temporary buffer Impacts may be required for construction of the road near the pond.
Wig any temporary impacts be required. It so, what will the size of the Impact area be and how do you intend to restore
the Impacted area.
This office recommends that you eoMaat Nis. Daborsh Edwards of the Raleigh Rsplonai Offloe at 9104PI-4700 to
schedule an office meeting with her and staff from this office to discuss the additional information requesfd
above.
Please respond within three weeks of the date of this letter by sending this Information to me in writing and to Ms.
Edwards*of the DWO Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWO.
Please call Mr. Bob Zarzecki at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
sincerely,
Q.
cc:
O
(D
j
USACE Raleigh Regulatory Feld Office
Deborah 6dwards..DWO Raleigh Regional Office
DLit Raleigh Regional Office
Rio CDpy
Central Files
DWO0213a
July 7, 2003
bz
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Saddle Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0879-00-41-5224
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): Saddle Ridge Phase 2 & 3 (55 lots)
Directions to site (include road numbers, landmarks, etc.): Robert Chapel Road- SR 1123
1600 feet west of the intersection of SR 1123 and SR 1126.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 96.7
7. Nearest body of water (stream/river/sound/ocean/lake): Stream
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions: Rural Residential
General land use: Rural Residential
Page 6 of 12
I . Provide a written description of the proposed impacts: 3-72" cmp , 1- 24" rcp & 1- 18"rep
culverts 18' and 20' wide paved roads and with associated fill and 12' gravel driveway.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://,Aww.fcma..gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
1 3 Culverts 149 UT-Lake Butner 12' Perennial
2 Culvert 95 UT-Lake Butner 1' Intermittent
3 Culvert 18 UT-Lake Butner 1' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w,o,w.usRs.tYov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.inapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 262
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma
Type of I?act* Area of
Impact

acres
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing is necessary to provide access to the northern portion of the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/stnngide.htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA.
Amount of buffer mitigation requested (square feet): NA.
Amount of Riparian wetland mitigation requested (acres): NA.
Amount of Non-riparian wetland mitigation requested (acres): NA.
Amount of Coastal wetland mitigation requested (acres): NA.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 15,535 3
2 10,347 1.5
Total 25,882
Gone 1 extends out 3U feet perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0 Proposed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Appl cant/A nt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
Perennial/Intermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail Dave.Penroseoa.NCmail.net, FAX 919nl5-5637
a) Location Saddle Ridge
Stream Name: UT Lake Butner Receiving Waterbody: Lake Butner
Location/Road: SR 1123 County: Granville Date: `5/7/03 Regional Office: RRO
Basin: Neuse Subbasin: 030401 Latitude/Longitude: 361220/784513
Ecoregion: Piedmont Rosgen Class: Observers: DP/Debbie
Edwards USGS Quad Sheet: Lake
Michie
Notes (attach photograph or drawing on the back of this form):
b) Habitat
Primary Adjacent Land Use: mature Forest, perhaps Riparian Zone Characteristics: forest
cutover 30-40 years ago
Stream Width: <lmeter Flow Conditions: pooling, no flow Stream Order: 1?
between pools
Stream Permanence Characteristics, Rating (if relevant): Lots of aggraded sections with no flow, approximately 300
feet from top of catchment.
c) Biology See attached notes'
Benthic Macroinvertebrate Taxa: Midges and mosquitoes
Amphipoda: X Isopoda: X Decapoda: ? Chironomidae: X Oligochaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ? Other Diptera: X
Fish and Salamander Taxa: None found
Other Observations (i.e. Presence of Iron Oxidizing Bacteria): Site only has intermittent stream characteristics.
SEAR•BROWN
100 Corporate Drive, Suite 101
Hillsborough, NC 27278
919.732.3883 Fax: [phone]
TO Division of Water Quality 'fh
401 Wetlands Certification Unit DATE 3/14/03
1650 Mail Service Center RE Saddle Ri
Raleigh, NC 27699-1650
AWN John R. Dorney
Letter Of Transmittal
*e?
NI'S41
PirdVNO. 17951
SOI & A,_DWO #02-1368
WE ARE SENDING YOU ® Attached ? Under Separate Cover ? Transmitted Via
? Prints ? Reproducibles ? Specifications ? Shop Drawings
? Copy of Letter ? Change Order ?
COPIES DRAWING DATE DESCRIPTION
7 3/14/03 PCN Application Form
7 3/14/03 Site Evaluation Report
7 3/14/03 Site Map
7 17951 3/14/03 Erosion Control Plans
1 3/14/03 Response Letter
1 3/14/03 Additional Fee

TRANSMITTED
® For Approval ? As Requested ? For Your Use ? For Review and Comment
COMMENTS
COPY TO
with (?) Enc.
with (?) Enc. SIGNED
L ise Hawes
#SB-AD-01 (01/02)
/ SEAR•BROWN
March 17, 2003
Mr. John Dorney
NCDENR
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Saddle Ridge Subdivision
DWQ # 02-1368
Dear Mr. Dorney:
ARCHITECTURE 1000 Corporate Drive
ENGINEERING Hillsborough, NC 27278
919.732.3883 phone
PLANNING 919.732.6676 fax
CONSTRUCTION www.searbrown.com
In August, 2002, Sear-Brown submitted a package to NCDENR-DWQ for approval and permitting of the
proposed crossing of a Neuse Stream. On September 6, 2002, you responded with a letter, addressing some
issues that need to be resolved prior to approval. A copy of your letter is attached for your reference.
Thank you for your attention to this project. Please consider the following information in response to your letter:
1. The pond is subject to the Neuse River buffer rules.`
2. The impact to the streams on this project is greater than 150 feet. An additional fee is enclosed.
3. The stream length includes required riprap.
4. The buffer impact is greater than 1/3 of an acre. Please inform us about what mitigation will be required.
Enclosed are seven copies of the application, seven sets of plans, and a check. Please approve Saddle Ridge
Subdivision, and notify me of approval. If you have any concerns, please contact me at [phone].
Sincerely,
SEAR-BROWN
Lynnise Hawes
File: L:\Jobs\1795 l\Documents\L0009 DWQ
Office Use Only: /44t§e lion May 2002
`7. toy
USACE Action ID No. DWQ No. /
(If any particular item is not applicable to this project, please enter "No able" or 'T w)
//77 Q?q `Q 3
1. Processing
FAT/?N
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1
Owner/Applicant Information
Name: Mike Arrington
Mailing Address: 306 18th Str
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Saddle Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0879-00-41-5224
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): Saddle Ridge Phase 2 & 3 (55 lots)
Directions to site (include road numbers, landmarks, etc.): Robert Chapel Road- SR 1123
1600 feet west of the intersection of SR 1123 and SR 1126.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 96.7
7. Nearest body of water (stream/river/sound/ocean/lake): Stream
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/map-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions: Rural Residential
General land use: Rural Residential
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the construction of 5 NCDOT roads Grading equipment will be
used.
11. Explain the purpose of the proposed work: To provide access to the northern portion of the
property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: 3-72" cmp & 1- 24" rcp culverts and
18' and 20' wide paved roads and with associated fill.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 3 Culverts 149 UT-Lake Butner 12' Perennial
2 Culvert 95 UT-Lake Butner 1' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain):
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wlvw.usas.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wwtiv.topozone.com,
www.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 244
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing is necessary to access to the northern portion of the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12 1P
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htlp:/ih2o.enr.state.nc.us/ncwetlands/stn-ngide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA.
Amount of buffer mitigation requested (square feet): NA.
Amount of Riparian wetland mitigation requested (acres): NA.
Amount of Non-riparian wetland mitigation requested (acres): NA.
Amount of Coastal wetland mitigation requested (acres): NA.
Page 10 of 12
I
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 14,573 3
2 9,705 1.5
Total 24,278
* "Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0 Proposed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used
X1II. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
X1V. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
a-,
ApplicantZ gent's Signature Date
(Agent's signatur is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMELJT AND NATURAL RESOURCES
Division of Water Quality
February 27, 2003
Lynnise Haws
Sear-Brown
1000 Corporate Drive, Suite 101
Hillsborough, North Carolina 27278
Subject: Neuse River Basin Buffer Rules
NBRRO 03-049
Saddle Ridge Subdivision
Granville County, NC
Dear Ms. Haws:
On November 27, 2002, I conducted a site visit of features A, B, C, D. E and F involved
in the above referenced project as identified on the. attached.. It was determined that the features
shown on the Granville County Soil Survey and on the USGS Lake Michie and Stem, NC Quad
map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A: 0213.0233 (NCAC .0233). Features A, C, E and F are all subject
throughout property. Feature B, along with the pond at the headwaters of this feature are both
subject. Feature D is subject also, this features origin has been delineated and flagged in the
field.
This letter only addresses the applicability of the Neuse Buffer Mules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate, to contact us.
Sincerely,
Deborah Edwards
Environmental. Specialist. I.
cc: John Domey/DWQ
Granville County
n; 0
AEC ?1l"P -, ? ? j?'03
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
? c..., a Nab `t +•??.t' ti ` r . ? ..IQ? ?r 13e8 ??? V v - U ?, ? c
r8 ?i a .s •" ' , ?' C ?y9)Ge8 fi ?• c ' ?; c CB `,
r V t Y HrC ` rB
` Q t , f ?St Y ar t ; ?{?+ S .Yap Flel : V
.t ? _ 1'r .iy t . ? ' GeB ` 1 •O .?4
U `?.;?' -r2 ? 6"? F'II Val dam T12,
1 1 .; ? ./H. ` exl •?.' CC? .M lb -ttn Q• ?l .71:•A -? 4]
- `t' iQ '' ../L• dal. m •.'.
! i?Y ck' VaB
1138
HeB ae ^ .
r 6e6 Hr8 j ",r, HrB *'?? .'1 y .. Va8
C. .?
a?f • ??`,. :? •a? He
•"?r ti ? ','ATE .i ??p
Nall
•. ?. - ` '` E N - ..'- ,.n, ' - Cab . .He8/?? 1 >
a Get3
"?= ?' _ rds I'\ • . ApB Val 1
.. L, Nab nrn m ': ( V
cg e6 i• TaE CeCr cym HeG J! B??
Ao6 • VaB k. .
TaE v? V ,, - i..? ,? ?,e8 ? ? ;?'' l ". ? .•(?VaC °J; t
HrB ?`. ; Tai r+?- 'GeC He8. m Cab ?R Van
.a,?y - ''fie ? n? ? .O I` ! r '?'-`.?: ?, +fz>=
IMP
Ve --7 6' -Ya
x; .. - r • 9aB ? l 0
aE T HeB '1` CeC2 m ? 9. He
? •. Hr8 ' ? $ R ,s• ?' Ao ^ ?? - t4i
} ti ti , 'F ? +rr •,` ?d. d/aB Pay' ? GrA ? Stem 3Ta$
J - rH 4- x. ?;.•a. Ja8 Aut.
au 1123 ?'„ w':? • Q He8 AuC
r' eC` HrC '
s. ., Va8 HeB.^ _ wApB ?jgB y
Y _ e? eC '+ a r Va8 +ts r+ ' s 1 AoE
` tab ; 'c ?- Gry QYr He8 `? He8
APC
GeB
` ? ?' ' i' HeB •• ., ? ?• / '• .
9 ?' ? -Va8 _ .JYiC V? ,?? ?1.
,-•. r''+?ic` 6 GE r. ? , ,; >r :1 t 11 ] .? ? ?m• CaB ? - iri
LAKE ??; A •.c Hrt3 1 He6
BUTNER `s - v za a? ° CAB uaB
vaa
,.. r C3A8 j?ta6 eB. v 3: ?lJ ?•a ti Cr!? ?B
r ? ?' tf -,3 to f ?' •>• • ,IM' r? ? m •rr .a'J+ L''S° ? ? _ ' wa, `? r.~
He a8 ?*r He8 Fn8 t
PaF -?` CrS:•
• ?. L •- Hr8 .. ro•
g Y Va ;ttGeIT3
t?
?, q
4 , ? ? Ta. • ? - ?. 4.' U GeB ? ?? .%+ : Ch,, wirC . ?
? s, w,. a Ya6: - y m
o, ° Va > ' ?- TaE HeB EnC
?VaB i •,He8 '
CaB x r . s EnB ?-
PaF' . +• ?` -?• t.?' x ?nB ll: ~} ,.? r r?rz?
+ } ? UTNER r ?eC t ?q t r w , ?' `_
PaF Va6 ti?? tJ {i m
? Rw0 + s ? j ? ?, ti'o'at.• t. _''! ?"?'" 't,f; ?
.+f w4 -t
Ge8` ' ' oC? k " CrC
GeC CrB
ieB
Ta ?i Y, :. ?_ is .1: + , A ?'r°° ' h ?? tis r fr` r tt?• '" ? i , / .
t , t , v. w' a # , r Cr6 ' r
hA? TaE Gek' `iy, p? YY •a A1L t `/r zy'1Vr ri ,J cl
? ' ? .. ?• : }u L. ?. (?..'.?? ...} . ?. 1` L ?J.II`t <??? d 3?,?. i v .. a' '? ? ?-: r ?t?..h: • I f ? `i ..?? ? .. r't. I + .
?'? ? / ? ???`• : "?`?'`` C \ ?' ??? ? , `? N?\?`)r :.i`--?J ! (gym::»:?' - ?. L
,,,? _- -'? •..?. .???t? f ?? ( (!, ????,X? .??r' ? ?..-. l ? ?•. ? Jam- fl \
1 1 r v -%I
?• 1 '1`\?(1' ??? ? V' ij '? \ ? ? .•. %' ' /?i???iyi f _ \. `Y -?` k f f +?',,/ •? :? a ?• 77 -
s3? _ ??-•//?/?.
'?`' ????, /''=????? ?" ?? lull 1?J1 ? w ???? ??(? ??i ?,• ••J /; ?'% r?••,1J? J
/;J/•" /),•- \'/\Ji ;^.? +,,?C?-0,/%?-?`, ?-fit \ •\'.?,: ;. 'i:.% ,?//1 ?,?•? c? ? ', _ '
• 1 ?\;;r? ? ? , /?1 r / ? !' /N ? . I \ya? L ???..% /?' ?.?`? '? .l• ,. •. Jam..\\ ? ? ,-\? ?t
Ile
`? /''?t ?, ?? ? r' ?.??? ? ??%, - ,i ``/' ?_? / -? .? ?\ `. ;?? `a ??•?if.' 11.E
\-? \ 1. .. ii \?+Z% .. ?;?'. ?'? - .'?q \??'r ?. •.- i ?F ?? I tl `
1 1 `' I'`-; ? ?? ? ? '`? 4 .r`? '%- rte' ^i ?•" . ' .? J. r ??a 'I) \'
?ol??'? l \??P,/?///-(?( I ? ?J ;?f ? ..??/(? ,\ 11' ^? ? \.?, `••1?. ? ?.•c,
? - xs r :'f ,. cso .: `?°• - - -o ; _ •'? gym.. ,.• ?-'+-Y ?;
lln)I!'?l'1 ?,---= `-?`•? ?`?? ?1"`\J'' ?,?•\ ?,?TI-• `?1,` '\ ??1'?
1 //.. j r.... -'/R(l /I? ., \`./v n !r'11 /i?? Il
:1s ? ? ? ^) i 323• /
1; 1,1??? r(C,11 / rte;
;r?'..?„? ? '.lJ ? 11,^? f?( ,-";, " , O 'ij?? li j r.`I?/ .,. "?',%' ,^ ,1r`•" _ .
t

MEMORANDUM
TO: John Dorney Regional Contact: Deborah Edwards
Non-Discharge Branch WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
i
Facility Name Saddle Ridge Subdivision c% Michael Chappell County GRANVILLE l
Project Number 02 1368 County2
Recvd From APP Region' Raleigh
Received Date 3118/03 Recvd By Region
Project Type provide access to Northern Part of Property
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class ' Acres Feet ? -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream O Y O N ? 27-4-4 WSII NSWHQ 30,401. 249.00 149.00 95.00
NBR Buffers O 1' _0N ?F ?-?- 3
r 0,40 _056F_ ? T-
I -F--7-0 _N F-r_Ir-F_F_Ir-F_ ?I r-
Mitigation Wetland
MitigationType Type Acres Feet'
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
Many quest ions with this P CN:
1)scale on map, 1"=2 00'. s cale m uch too small, can not determine if I mpac t 1 i s "re ally" only 149'

also ...PCN
indicates
roads
18" &
20" wide, accordin
g to scale on ma
p, all
road
s are
25' wid ,
e.
2)Impact 2- can Bugg y Lan e be m oved north b/t lot s 50 & 51 out of i nterm itten t stre am?
3)lmpact 2- buffer nee ds to be ind icated with arc im pacting lots 52 & 53.
4)20 draina ge easem ent in dicate d along intermitte nt stream, why?
5)lot 1 wher e drivewa y cros sing i s, is this an interm ittent or perennial strea m? This impact has
changed si nce last P CN A ND sin ce Dave and I wen t out to make an I/P c all. C ould require mitigation
perennial, CUMMU LATIV E IMP ACTS.
6)PCN says 25.882 s q. ft, o f buff er impacts, is this t he total buffer im pacts or ju st o ne crossi ng, need
to be specifi c, otherw ise co uld re quire buffer mitiga tion.
7)Any temp oray impa cts fo r the c onstruction of the road near the pon d? n one indic ated!
8)lmpact Ju stification , need more info!
cc: Regional Office
Central Office Page Number 1
02-1368,.
Subject: 02-1368
Date: Tue, 01 Jul 2003 14:30:09 -0400
From: Debbie Edwards <[e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
I reviewed Saddleridge S/D and put my comments on FileMaker. I feel
like this application does not give enough information, or the adequate
information needed for review. I called the applicant, Mike Arrington
and left him a message that we had some questions about the PCN,
unfortunately, I am leaving on vacation today and will not be back until
7%7/03. I left your phone number as well as Mike Horan's phone number
for the guy to call (I spoke with Mike about this project earlier
today). This project could use a meeting, it looks like this
application process has been going on for a while and the applicant
still doesn't have a clue of what we need, I will leave that decision up
to you though. Anyway, I hope you understand my questions ...I got a
little crazy!
Thanks,
Debbie
1 of 1 7/2/03 10:18 A
Re: RRO tracking notice, 6/25/03
Subject: Re: RRO tracking notice, 6/25/03
Date: Fri, 27 Jun 2003 17:31:09 -0400
From: Debbie Edwards <[e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
I reviewed 03-0373 and put comments on fileMaker. Project 02-1368, needs more help! I think I need to
come over there and talk to one of you and possibly a meeting is needed.
Debbie
Cyndi Karoly wrote:
Obviously, ignore the last two projects, which are not in your region.
Unless you really want CAMA experience. Sorry, my bad.
Cyndi Karoly wrote:
Hi Steve and Debbie
Below is this week's 401 Tracking Notice for the Raleigh Regional
Office. The Central Office has not received your recommendations for
these projects as of June 25, 2003. If you have not received any
application, please let me know and I will fax it to you. Please take
note of the date received in the Central Office and the 60-day clock
projection. If we do not have your comments by two weeks before the
clock expires, we may have to prepare the 401 without incorporating your
comments, in order to avoid waiving the 401. Two weeks from today, the
application will be forwarded to the appropriate Central Office staff
member (me ) if we do not have Regional Office comments by then. The CO
staff will then consult you if time allows and make a recommendation on
the 401 to John Dorney.
TRACKING:
401 Applications:
DWQ No. Project County Permit Type Received Expires
03-0373 Ashworth Estates/Camden Park, Wake Co., NW12/18/39/NBR 5/20/03
7/18/03 statutory date
02-1368 Saddle Ridge s/d, Granville Co., NW39/NBR 5/22/03 7/20/03
statutory date
03-0622 David Purifoy, Pamlico Co., CAMA 5/20/03 7/18/03 statutory date
03-0629 William Berry Keech, Jr., Hyde Co., CAMA 5/22/03 7/20/03
statutory date
Please use the staff recommendation sheet in Filemaker Pro, and then
notify me that the report has been filed. My e-mail address is
[e-mail] or you can call me at 919-733-9721.
1 of 2

6/30/03 12:50 PM
Triage Check List
te:
To:
? ARO
? FRO
O
??
EJ RRO
Project Name:
-??
County: Mike Parker ? WARO Tom Steffens

Ken Averitte ? WiRO Noelle Lutheran
Alan Johnson ? WSRO Cyndi Karoly (Central Office)
Steve Mitchell
'rom: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? S length impacted
D S
11 Ditching .
El check drawings for accuracy
mments:
tream determination
^? WW?Hand determination and distance to blue-line surface waters on USFW topo maps
!? tion/avo'dance issues
• Buffer Rule ease ar-Pamlico, Catawba, Randleman).
(?Pndfill-
LiL.I 1VllIIgatlOII Ratios'.
? Are the stream and or wetland mitigation sites available and viable?
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
WETLANDS/ 401 GROUP
MAR 1 8 2003
T&62Q&hTY SECTION
Sear-Brown
A 4 0
NNoRTCHCARDOLINA EENTOF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
February 27, 2003
1000 Corporate Drive, Suite 101
Hillsborough, North Carolina 27278
Dear Ms. Haws:
Subject: Neuse River Basin Buffer Rules
NBRRO 03-049
Saddle Ridge Subdivision
Granville County, NC
On November 27, 2002, I conducted a site visit of features A, B, C, D, E and F involved
in the above referenced project as identified on the attached.. It was determined that the features
shown on the Granville County Soil Survey and on the USGS Lake Michie and Stem, NC Quad
map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A: 0213.0233 (NCAC .0233). Features A, C, E and F are all subject
throughout property. Feature B, along with the pond at the headwaters of this feature are both
subject. Feature D is subject also, this features origin has been delineated and flagged in the
field.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate-to contact us.
Sincerely,
Deborah Edwards
Environmental,
_Specialist I.
cc: John Domey/DWQ
Granville County
T'I
2003
RECE?'VyD
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Hrc
1 f7 ?s1 a r" M aQG Q_?t' y
74
H Ch rC • ?d+" t1 Z_t
L VaC } 's . 4j r 1138 z ?. t
HrB
8 Ne6 VaB aB .
k' Ge C. M{Br
' o. ' E N ; -' . 4r Cab .HeB i
GeB APB / VaB y
« x- ?r ?? Val ?'
eg. .E ?? M Ivan nrd y m ,? CeCr um _ H"e6 ?r • ??
a
TaE Gcg ; TaE
VaS
\
Hr6 Gee HeB. - Van
sie8 p ?CaB' ?. 1
.?,.d._ i . ? .?`? y'b ? r. n` s? 1 •? ? - ?a8 d \ I •"?"F? t.?, S, VaB \''; QQ?'?
f' :fin t .? ,r- • _ ;asr? Vas r
t:7`d' $TaE ` d HeB CeC2 one 0 Ht
-t Hr8 R 4 V AD ; ,_
147
°?+ r
Vae
? ? - •.,, .'? ? , E •,r `? C 1123 ??' A•;i ? Q He8 AuC AuC' :,?,
` eC ". HrC VaB
'r.. ` ? ? ? HeB'+'e ? ':? ° .• - W - APB - ?8
.. _._ _ i a .y6 l eC: lie '•H q ? r VaB a19 .eJ' '?}'[?Q? ?'?
AoE
?. A• ?r He8 He8
? A C t +?. ,, > - VaB ? Y
P ?• < VaB ti; v ?', ,
' s ,.. He6 •• VaB ,Q
VaB
r ,, WaE ^'~ E a r n ^ ? t? ? . W G" `N ae ?.? .t,:.
_ Q m Cab A -• e ?..G. r . _.,'i t' 11255 Irl
r
LAKE "¢•, » q He6 24 ??/f? Y1 _ ^?
E, BU7NER
.:, •, e+ 2 i `? ?;? VaB ,,+? ?? - He'?,??'.••? P ,X,
r VaB ., -.-t{', ...• G, . Va s: .-` ? ? ., .?.i ? f?"?, ?
?' } ? ?• G Vii' ? h i .,M r F? ? ? Z° GeB C? CrB Ps
3 1
He a ? e eB ? ? .? •?! ''G/ S` rp r? ' t He8 ? ?EnB w ? ? ? ?;•;
,, t f
PaF rB
y. ,?,' .'Ff , ,. ' Mee' C
u Ta B + rC.. ' ' HrB ?a6 GeB TrC ''
?.. •.Va _ r r ? GeB i?
m ' ti a Va Be '' /ail .:' m ;Y TaE He8 .iEnC?r ti CrC.
• r r ri t r t. ' rfr A
\VaB tG He8
CaB Pt En6£
paF i•' 3, ? + ? ? ?nH l' •r rr ?ty??
? I..: v?aB iG `?, _ a trr+ s.:?.. •'„?+i2• ' CrB cc
a i :$UINER •CeC 'i.:. t ? G ?! ?iT ? , •? ,,?;
t w V 7 _ ' ?a • .G r 1 21
Pad 'h VaB 4 a ri i Cr8 tk m
ti
r, RwD
Ge6 ' w+. Pn • > C'c
GeC / ?ri v: S3 iiz cv y r <r CrB
r 1 {v '
T?, %1G , .??_ t :l; e8 ?%tt .?t ?i .y Yes} h>..t. ??'? ''`"'?'r Y a r ? ? / ..
I.
hA'' GeB Cr6
TaE cgs .w i 1'?'`'t F " ` <l ttG ,r ?'?`.''? rf • f
? - ... ? I / ??'eL?L. ("?. C\-f .,...: ..'I. _:- '? ?J? n_ ? Cl- r •i< ??_ Ir rt1?, s.i r r
J..y.?? `??`'•?`? ? ?? `<\}a `? ? /,'?1`\..1???!\ Jas?I?r I -, `? /. - +, '- - _ -;;? ..
IT.
'y•` 1 _? 1 ? _ ???-?`?'?7/'??' ry?/fir\v'•?? ??-?I _S?'- ?, ?, ` ??ii -?.?" \,1 ? , ?1 } ? lam' _ ..?-
144
?
71,
1
rh;
r I v 1 `?? v 1 r - i--•? \ ??, •,' x981 j?/1 .- (/ a',? ?' /?
/ ? (((, -% / / :; , // ?.> ?•, ._ - iii ?•/// .?- '?? ' ?, k+ _ ?i? _ ?'' ? ??(';`. /;=
zV-
_/ ?-- , ? `. ' ,? lily iSifl /?•' ?1 .:?\ J?; . ?.., ,? l
L7 --n--
I/ ??++I?ll ? •- .? ? ,? ? i I\\ J Y c?'? /'? ?--1? I '?\/•? , ll? ,,, ?•1 ` ??10V(
''-
L`++laa - ?a a>as? >? i a I. ??.,r, J/ I •- - + - ? ?+??t(; _ ?, ( , 1? r•,?J/.^' - ( 1`? : '• i n. d `_ -^ I _I n -
0---S EAR•BROWN
100 Corporate Drive, Suite 101
Hillsborough, NC 27278 021368
919.732.3883 Fax: [phone] V
TO Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN John R l)nrnPv
WE ARE SENDING YOU ® Attached
? Prints ? Reproducibles
? Copy of Letter ? Change Order
Letter Of Transmittal
DATE 5/20/03 - "V/ PROJ. NO. 17951
RE Saddle Ridge Subdivision - DWO #02-1368
? Under Separate Cover ? Transmitted Via
? Specifications ? Shop Drawings
COPIES DRAWING DATE DESCRIPTION
7 5/20/03 PCN Application Form
7 5/20/03 Biological Reconnaisance Form
7 5/20/03 Site Map
1 5/20/03 Response Letter

TRANSMITTED
® For Approval ? As Requested ? For Your Use
? For Review and Comment
COMMENTS
COPY TO
with (?) Enc.
with (?) Enc. SIGNED
L se Hawes
? lip
X401 0
MAY2?, U?
0(13
#SB-AD-01 (01/02)
ARCHITECTURE 1000 Corporate Drive
ENGINEERING Hillsborough, NC 27278
??„?,....?......,? r? PLANNING 9
919.732.3883
19.732.6676 axone
mM SEAR • B R OW N CONSTRUCTION www.searbrown.com
May 20,200
Mr. John Dorney
NCDENR
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Saddle Ridge Subdivision
DWQ # 02-1368
Granville County
Dear Mr. Dorney:
s
NY 2 2 U?
,ra 2003
1V
In March 2003, Sear-Brown submitted a package to NCDENR-DWQ for approval and permitting of the
proposed crossing of a Neuse Stream. On March 21, 2003, you responded with a letter, addressing some issues
that need to be resolved prior to approval. A copy of your letter is attached for your reference.
Thank you for your attention to this project. Please consider the following information in response to your letter:
1. The buffer and stream impacts for Lot 1 will be added to the site plan and application. A driveway will
be built on Lot 1 and we will show its location on the site plan.
2. All stormwater outfalls will be added to the site plan.
3. The diffuse flow provision measures will be added to the site plan.
4. The outcome with our meeting with Dave Penrose was that no mitigation was need that the impact
stream was intermittent. See attachment.
Enclosed are seven copies of the revised application, seven copies of Dave Penrose's report, and seven site plans.
Please approve Saddle Ridge Subdivision, and notify me of approval. If you have any concerns, please contact
me at [phone].
Sincerely,
SEAR-BROWN
Lynnise Hawes
File: L:\Jobs\17951\Documents\L0014 DWQ
APR-07-2003 11:57 AM ACCULINE SURVEYING 919 528 5959 P-01
d
N'/
2003 F WAZt9 Mlahaal F. Gw4VMr
0 o? WNtam G. Roou ?.rrJ? Saws"
L North CW*ft DopwtrnA t of ErMmnmEnt and NAUM Roswlrose
y T:r Almn KWmK P.E., pingor Omsion ofwaw Gualky
O
49
Mamb 21, 2002
DWQ # 02-1368
CERTIFIED M IL - R N RECEIPT REQUESTED Granville County
Michael Chappil
30610 Street
Butner, NC 275 9
Dear Mr. Chan ll:
On August 26, 02 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your Ian to fill wetland for the purpose of road construction in Granville County.
Approval from . WQ is: required to disturb these streams. The enclosed application needs to be
completed and turned to us with 7 copies of the application, supporting maps and documentation.
In particular as escribed in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the . Please show these on maps of suitable scale (for instance 1" 100 feet) so we
can begin to det ine your projects' compliance with I SA NCAC 2H.0500.
1. Please: dicaw all buffer and stream impact on the site plan for lot No. 1. Will a driveway
be reqi red to build on the lot?
2. Please dicate all stormwater outfalls on the site plan.
3. Please dicate the diffuse flow provision measures on the site plan.
4. We mmend that you contact Dave Penrose of the Wetlands/401 unit at 919-733-9502 to
revi a "intermittent" stream and the property to determine if mitigation will be required.
Please telephon me at 919-733-1786 if you have any questions or would require copies of our miles
or procedural aerials. This project will remain on hold as incomplete in accordance with ISA
NCAC 2H .050(c). The processing time for this application will begin when this information is
received If we not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue t, e project and will consider it withdrawn.
Si ly,
o R. ey
4 1 Water 1ty fication Program
JRD/b3
i?j, IcC
cc: Raleigh Q Regional,Office
Raleigh s of Engineers
Central F' s
File Copy
-..1.
,r-,f1,
N. C. DMiWon of Water •a1 Wetlands C60100tim Unk
1060 Moll servioe Center, lgh. NC 27e99-1630 (Mal" Address)
2321 Crobbee Blvd., Raleigh 27001-2260 (Location)
We) 733-1786 (phone), 91 (W. (httrJ1h20.enr atate.no.usft0N*d nds
jwY_
Biological Reconnaissance Form # V? 0 5-
BIOLOGICAL RECONNAISANCE FORM
Perennial/Intermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail [e-mail], FAX [phone]
a) Location Saddle Ridge
Stream Name: UT Lake Butner Receiving Waterbody: Lake Butner
Location/Road: SR 1123 County: Granville Date: 5/7103 Regional Office: RRO
Basin: Neuse Subbasin: 030401 Latitude/Longitude: 361220/784513
Ecoregion: Piedmont Rosgen Class: Observers: DP/Debbie
Edwards USGS Quad Sheet: Lake
Michie
Notes (attach photograph or drawing on the back of this form):
b) Habitat :
Primary Adjacent Land Use: mature Forest, perhaps Riparian Zone Characteristics: forest
cutover 30-40 years ago
Stream Width: <1meter Flow Conditions: pooling, no flow Stream Order: 1?
between pools
Stream Permanence Characteristics, Rating (if relevant): Lots of aggraded sections with no flow, approximately 300
feet from top of catchment.
c) Biology See attached notes
Benthic Macroinvertebrate Taxa: Midges and mosquitoes
Amphipoda: X Isopoda: X Decapoda: ? Chironomidae: X Oligochaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ?, Other Diptera: X
Fish and Salamander Taxa: None found
Other Observations (i.e. Presence of Iron Oxidizing Bacteria): Site only has intermittent stream characteristics.
529 -
4012
X11
J/rJ a \F 1 yt
900000
BEET
l 'l 1
48Q
4010
l j rJ i f ?;_ j r it
77,
I2130"
i .? 1 o t
4009
-17
j\J
V
4006
State of North Carolina
Department of Environment
and Natural-Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
February 27, 2003
Lynnise Haws
Sear-Brown
1000 Corporate Drive, Suite 101
Hillsborough, North Carolina 27278
Subject: Neuse River Basin Buffer Rules
NBRRO 03-049
Saddle Ridge Subdivision
Granville County, NC
Dear Ms. Haws:
On November 27, 2002, I conducted a site visit of features A, B, C, D, E and F involved
in the above referenced project as identified on the attached. It was determined that the features
shown on the Granville County Soil Survey and on the USGS Lake Michie and Stem, NC Quad
map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A: 02B.0233 (NCAC .0233). Features A; C, E and F are all subject
throughout property. Feature B, along with the pond at the headwaters of this feature are both
subject. Feature D is subject also, this features origin has been delineated and flagged in the
field.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Granville County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
'n s
41

N'l
*'21 7?-/
45

r.
??q r. -ter : ; tt • .- , , • _.. , ? ? .? .•?.. t l ? ? /?,, ?. , .. _ - ,.-' c
? J,l/; , _ Uri; • ?? . j• `_ j?? r1 ? (?,, `???="' ? ' • ? X11 j? f ?(i ?`y
• ; _ `??\, ,,... ;, .111 ?? .,' ???:,' ? •- , /.,1_ • t..., _ ?9 ° - ..-,. f ,.,.,?-'-.'"
lo?
44 16
Al.
--•?• - - ?f ?? ? ? ??. o: •.?+1ia ice`--"? ? _
f` .1 . / i ? 1 ?? ? • J 4

i`? ly3
??..-.:. `._ ? • ? : ? _ ? f l +?:-..-ter - _,?? ? • , •,.? _ ,_
?; 1,11-? ?( '(',' • .;v!? ?, ?... _-.'' ,' 1 ? ??. i
,f.' ?' Ill././I .i j 1 ? '? 1 111•
n
v

?l

o
y
1
C
i !,
/Ch
;Shoofly
f 8 V7 Y 1 T '? R l C q:' "`yffs . zY e '1` ?k 4l ..
ti r q w• e a tY U a"+r
.? q +n f N ,cs a Ln , .?, ?•? ?? HeB ?m r
A _ yT,, } , +? ??•' E ?' 1138 t . 1.? a#-
r L ,, ' ? ??• ?/? y ? ? Ya8 ? aB
Hr6 r :ens>yti^~s , ,Yt. HeB «;;:
Na6 ed r m ' = Cab H g
_, %u. :fm 0 1137 44
{ W4? fi'r' 1t37' "? r.VaB°
Ge6 F" +, + ` vaG
' 1 ? ' C 'APB 1
yt- , . F Mai
,? CeG2 . -U ?J T?
GHQ' y a e6 e.? ; .:W ?? ?„•`? ? SY + m ?TaE -AoB VC?VaC wl ?(?.
` KGB Ta rT. Sae6 .. ;GeC <1.: HeB. ApC yan..
kc3
• .; ? .. H? ?; ,r V ^?_ ChA c.?u?te to(w }i _ ? ? -
G
/ y e4v c f t+ , Q
;: h r,•,:; 'Z' .F. ? _-?< .?,' t/aB•- del `" j B
<.. fEl! a aE *,k T :ad VaB Va ?? ??0 P HeE
HeB
Hr8 T? r R. s APB CYtA
s j \' T tXVa6 G 4 f Stem , AF
VaB carte AuC r.
¢ ¢ eB AuC _
rv a qs Va6 He8 z ; ?, i w ApB r
^-? g ?. ¢? "'?, 4 YGr Y a ? Va6 ?a? ? ? tt?{?p•+ t - ? ? .: AoB.:
Gab HeB E
«. g0r HeB
APC ? a r *? +'• ` ? VaB ??? r ?'• Y ?.' k3?iyy? ,a0 m J
Nx HeB r Val Va6
a 1( K. F
ApB?? eB '^ R S
VaN 1 !41 '1
.. A 5 ?? tG Y {•? R 4 ,_ 3 R rd' ? ?'l .. p ! ?? ? ? ? 1
9 \ " t. Y xS x `.` + n - Va B ?yr.C, ??C .?"A , r.i R
?i °E ry " MV Ir
rt t GE r 4 _ .i. II] Q ?m ts
aC '.
`? 'r+e - HeB om W .wv, '?t;? ru>
LAKE w p tit I He6
ti• Ap ? •, !• 12A ?. ? ?B U28 t?w
. BUTNER` c / 'J Jab
• g r Va6 ? ? ' ???.- P' ,X,
?a6 rv -.`?-t,? '?Va Q t'' ?j « . '' 'i?'I m ,- ? is -"`?1
r
(S08 a -Vr7 . 1 Re8 3 F yw ye ` L ?5 CrB 5 p
e 86 iaB4 s ?fx, He8 En6 t s. +
?-
? ;', ? ?? ."c. 004 ,? < ?1. / / Ch '• ro? ? ? ;
m 1? '.' r a "?., v rY T U Gee l ?
- ? ? .,? oS (? Va VaB? ? ; r e t5? • TaE HeB ,EnC ? t?@4 CrC ,
Y -i Yp - -.. fit 4?+.
` sqd. ?VaB t L+ HeB
7 ? E 7 r
z ?y t ,K
E /t Cry ei'1 {, s P slf6 i 1rB ". y r
4eC t Hky. ;• ?? v i 1 1 LJ 9
BUTNER; Cec c „r a??a ?. M liza ?? .
'paE, a ? r? t I.r ? s ."''.^'" ?? f ?'??'?`Sj, x ?I _:? : t? y n vi
?r6A ? t.. ? ? '?• ?1R??/l'} T /! ?,???7'I
ceB 1 w r t crc r.
?y P (? i CV t I f` i;:
` `!Y^.+k F. i 3 x. a 11„? -1 w 4 ti R y dNF. T_ r " CrB
1 '^`r HeB 4t V ?it?? 4;'i? :L 7??? t?trv4 JQ n?S`tw?r+ ? c ?
-Ya U. ?ti. +?„ A4fk +?+ct T 4 'r?Fti r S? 1. d r, ?a°f! t ;.Cr8 D
'i\ ' _1 ?. ?- Ge,? ? ?c?is .. :??'? ..:?, , .aft ?, ?????r i .ti. .,.r? K'4trJt ? r '` • m ? c
Office Use Only: WTLANflsi401 Rau Form Version May 2002
USACE Action ID No. IR,WQ No.
(If any particular item is not applicable to this project; b*hsi e6tegoylt Applicable" or "N/A".)
1. Processing CATER QUACITYS .
EcrioN
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: P
Mailing
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Saddle Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0879-00-41-5224
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): Saddle Ridge Phase 2 & 3 (55 lots)
Directions to site (include road numbers, landmarks, etc.): Robert Chapel Road- SR 1123
1600 feet west of the intersection of SR 1123 and SR 1126.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 96.7
7. Nearest body of water (stream/river/sound/ocean/lake): Stream
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mays/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions: Rural Residential
General land use: Rural Residential
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the construction of 5 NCDOT roads. Grading equipment will be
used.
11. Explain the purpose of the proposed work: To provide access to the northern portion of the
property.
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.
NA.
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.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: 3-72" cmp & 1- 24" rcp culverts and
18' and 20' wide Daved roads and with associated fill.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
1 3 Culverts 149 UT-Lake Butner 12' Perennial
2 Culvert 95 UT-Lake Butner 1' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us.gs.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 244
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing is necessary to provide access to the northern portion of the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hqp://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA.
Amount of buffer mitigation requested (square feet): NA.
Amount of Riparian wetland mitigation requested (acres): NA.
Amount of Non-riparian wetland mitigation requested (acres): NA.
Amount of Coastal wetland mitigation requested (acres): NA.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (squareafeet) Multiplier Required Mitigation
1 14,573 3
2 9,705 1.5
Total 24,278
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0 Proposed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used.
XU. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
MV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N
a-,
Applican6jgent's Signature Date
(Agent's signatur is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0 Proposed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
4 19JWUI ? a -/q-0
Applicant gent's Signature Date
(Agent's signatur is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
w
State of North Carolina WETLANDS/ 401 G
and Natural Resourcesment
MAR 1 8
Raleigh Regional Office
WATER QUAL(
Michael F. Easley, Governor XWENR
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
February 27, 2003
Lynnise Haws
Sear-Brown
1000 Corporate Drive, Suite 101
Hillsborough, North Carolina 27278
Subject: Neuse River Basin Buffer Rules
NBRRO 03-049
Saddle Ridge Subdivision
Granville County, NC
Dear Ms. Haws:
On November 27, 2002, I conducted a site visit of features A, B, C, D, E and F involved
in the above referenced project as identified on the attached.. It was determined that the features
shown on the Granville County Soil Survey and on the USGS Lake Michie and Stem, NC Quad
map could potentially be subject to protection under the Neuse River Basin: Nutrient Sensitive
Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas,
Administrative Code T15A: 02B.0233 (NCAC .0233). Features A, C, E and F are all subject
throughout property. Feature B, along with the pond at the headwaters of this feature are both
subject. Feature D is subject also, this features origin has been delineated and flagged in the
field.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Deborah Edwards ..
Environmental- Specialist I.
cc: John Dorney/DWQ
Granville County
L. ? i Ji '.U
AEC '4l ? 003
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

rC C!
c ?

,
'H,
.
L
r Hr8

NaB

'? . GeB

HrB \• ?" . ?fbi
NaB r?? , fee Shoofly r
x ` vas >
HeB r 1138 ?\? ? ,
0B
ws vas 1.
F! -.i ?_?- 1137 •, HC$s'i,,,. - //ty' ..ro VaB .z+ • .
»A' Ape Vat.
CeC2 um Ffe6. ? ?!>8
Va8 wi' Frt?
Ta ?G.. ? 8 ?GeC \?? 1 1.HeB. Y m I.f?r,ar B-Pp? , (\V?C ` ,. VAA
'R ?pB//' H r Cffl
e J , r8 ?¢ ?•' ? `?' , ?` ?#/aB 'dad ? Gr `* Stem ==1•'
t b `' C 1123 ,Kdir:,... HeB AuC'?'..
Va8 * 'n N fie.
1)i HeEix 4^ _ ,L APB - J '8
!>. ,CaB _ ` `?` ' -a; ?' -? ? ga, 1• '-^", ?. , Pdt' \ u.' ADE
? ?' HeB \ HeB
APC
? - VaB F - ?
? T •$ GeB t m ??,%; .r r Crr? A •?
fix HeB = al+
APB , U ?a ,' x Va8 Va8
.Q ^ r`a ?d(3 Y Va8 - .lYrL+ V°. _ J'?t? •, Y,:
1NaE i t f I r 't\ x j W G N ar ???' a
.k
Irl
LAKE ..' ` et• , 'i. "?? H,R a I w?v m/ "!f'.,r?yv -dC a
q > Fi? 1 HeB
BU?'NER c i v 2a re.,`?L?d6 yat3 1`' ??(1
7j 'Val yao ' ?' r i
Vaa to ?! /? // He C.P P X
,.' .r ?x aee y` i? B te8? / .?v ?* 1 v `, ^'b ? CrB' p8
fr ? GdB C' r ` -
?~ E. .r?? { .??,• rte" U• ... ?.+ ?? '.•\ ? +d+, ' '.•v .:.?
He _ 88' > ; ?/ T 4 HeB \ En8 I tS r?
;GeB : Q
f Ta ?. ? VaB TrC Q'
d- x : a Va Va8- m Y'
m :. Va8 raE HeB t EnC q CrC `.
• fc r x r 'ta ' r
d Va8 T w !r ?? •,
HeB
Cab . .Pt. En8
_ VAB " tt ?•', -••:' , sr. y 4,?y t. Ta 't Crfr 'fi•`ti¢
BUTNER : reC ` '•. 4 :.
e,r m ' •,+: ,.x i ??ya t ,? ?K 1311 +...•
l 7'.s
Va6' ;.» ,.,y CrB
s m
aF
` •+ ? RwD >:?' o- t ; ? ` •' F' _ I • ?1Rrr?i+.'k. •/`• ?,(?/?t...
GeC , v ?F S?jj » i2# ?yv, f . 1!i* f CrB
h/1 ?I Gel' q tit t? i i ?C $ y. Y Fri tT>+ rs t t r C!B ti
TaE .Ea ttt ,,,"^ r si r _ t -
v?I '? f .. ' l ? ? ?'• e?rit? ? ? a . t yv of ?<"" I1f 4S t ?r? ? . ? ` '
',,?.
/Ilk
J: -? / `' '???? ?-?, < \o?; ?? ?' J r ? ? ? ??•`-?1 ? - ? czar
;1 •?l ° , I!?` •? .ter ?: - ma`r` ' ? ?? x•J.`?l" 0 ?.` `? %,? . `??
it
~`" ??? .. ? ?? `- ;??( lull; ???? ??: ????/%/ i ??; ?,?, -?, /? r . ^?'`?? ? •
`x\..,11 s!• ?' - ? : r_' , .
.?i('?? ? •' v/? ?? ^?i\?? '?? ?l,lf /? (/!/i?j ? ?``? "?=/: % ? r ``,\ ?' Ij? I??!? !? Imo/ C ???d
., fli
..__i
? i? % r ??? ' ? o -• n , / ?_.r-+ '?.` 1 ? \ Xs6!?
-IN 4
tso-
r1 B ? ?.
f _
V?l
21P
';>>..0,,
oF warF,9Q
a
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
September 6, 2002
DWQ # 02-1368
Granville County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Michael Chappell
306 18`1' Street
Butner, NC 27509
Dear Mr. Chappell:
On August 26, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetland for the purpose of road construction in Granville County.
Approval from DWQ is required to disturb these streams. The enclosed application needs to be
completed and returned to us with 7 copies of the application, supporting maps and documentation.
In particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 `feet) so we
can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Is the pond subject to the Neuse River buffer rules?
2. Please show details of the road crossing in order to demonstrate less than 150 feet of impact.
3. Does this stream length include any required up/downstream riprap?
4. This project will need buffer mitigation unless you can clearly show less than 1/3 of an acre
impact.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
I R. Dorney
Water Qua ' Ce ification Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
EM
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/ncwetlands
SEAR•BROWN
1000 CORPORATE DRIVE, SUITE 101
HILLSBOROUGH, NORTH CAROLINA 27278
[phone] Fax: [phone]
.,_ ..
fth (f ' tter Of Transmittal
20
I
L
:AUG w?? ?, .. -.? 0,213 6a,
TO 1y ?S1 OPl or
, 1?1)A'CE11Z
4011 WeTl,?4n? l/ ml T DATE ' a a D Z PROJ. NO. 179S1
\615b MA%L SeejtjtCt= CC--0-r69 RE S,4uL-> G {Z.%pG6 b i1Jls/O,v
2.-4 LE s G t-r N G 9-1(o q 9 -1 &S-0
ATTN
WE ARE SENDING YOU Attached ? Under Separate Cover ?
? Prints ? Reproducibles ? Specifications ?
? Copy of Letter ? Change Order ?
Transmitted Via
Shop Drawings
COPIES DRAWING DATE DESCRIPTION
7 OC15i Zz aZ =tZs?stb? cGY-I«L PLPNJ
7 ! 7g5l m 4
7 7ci 51 0?'1 s

SMITTED
For Approval ? As Requested
'021PP8
? For Your Use ? For Review and Comment
COMMENTS
COPY TO
with (?) Enc.
with (?) Enc. SIGNED
-1Lx?
#SB-01-111 (11/01)
O W ATFq Michael F. Easley, Governor
`©? PG William G. Ross Jr., Secretary
F North Carolina Department of Environment and Natural Resources
>_ ? Alan Klimek, P.E., Director Division of Water Quality
March 21, 2002
DWQ # 02-1368
Granville County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Michael Chappell
306 18`x' Street
Butner, NC 27509
Dear Mr. Chappell:
On August 26, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetland for the purpose of road construction in Granville County.
Approval from DWQ is required to disturb these streams. The enclosed application needs to be
completed and returned to us with 7 copies of the application, supporting maps and documentation.
In particular as described in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 211.0500.
1. Please indicate all buffer and stream impact on the site plan for lot No. 1. Will a driveway
be required to build on the lot?
2. Please indicate all stormwater outfalls on the site plan.
3. Please indicate the diffuse flow provision measures on the site plan.
4. We recommend that you contact Dave Penrose of the Wetlands/401 unit at 919-733-9502 to
review the "intermittent" stream and the property to determine if mitigation will be required.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
JRD/bs
in R. D rVyy
1 Water Q rti
fication Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
NCDENR
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/ncwetlands

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 021368
(If any particular item is not applicable to this project, please enter "Not ApplicCor "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian
? Section 10 Permit ? Isolated'
® 401 Water Quality Certification
AUG 2 6 200 ? .
Z
W shed Buffer Rules'— i
Ve i omDWQ
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Michael Chappell
Mailing Address: 306 Wh Str
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Page 5 of 12
Fax Number:
PAYMENT
Rk EC El VED

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Saddle Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0879-00-41-5224
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): Saddle Ridge Phase 2 & 3 (55 lots)
Directions to site (include road numbers, landmarks, etc.): Robert Chapel Road- SR 1123
1600 feet west of the intersection of SR 1123 and SR 1126.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 96.7
7. Nearest body of water (stream/river/sound/ocean/lake): Stream
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions: Rural Residential
General land use: Rural Residential

Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the construction of 5 NCDOT roads. Grading equipment will be
11. Explain the purpose of the proposed work: To provide access to the northern portion of the
properly.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Three 72" rcp culverts and
a 20' wide paved road with associated fill.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httl)://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(pleasespecify)
1 3 Culverts 149 UT-Lake Butner 12' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing is necessary provide access to the northern portion of the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hllp://h2o.enr.state.nc.us/ncwetlands/stnngide.htmI..
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/w:p/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA.
Amount of buffer mitigation requested (square feet): NA.
Amount of Riparian wetland mitigation requested (acres): NA.
Amount of Non-riparian wetland mitigation requested (acres): NA.
Amount of Coastal wetland mitigation requested (acres): NA.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. V
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,825 3
2 5,860 1.5
Total 14,685
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing: 0 Proposed: 3.25 ac. (3.36%)
Stone aprons and level spreaders will be used.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic systems will be used.
NM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
k Threatened Species, accessibility problems, or other issues outside of the applicant's control).

hrpucanvagenvs brgnature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided "
Page 12 of 12
vu-
of o ?avl ? ?_?\_ ?
I? "? .?.; 21f
17
rte.: '? ? _ ?\ •v ? ? ?? :{I? i ? 1 \ a ? ? ? /. ? r / J
?; ?-??t?/1, l ???1 ??v`/ /•`=.? ?q \ ?,?r.,ta L??1L`/ ?,,'?... ";`??, itL?\'?..- ? `' v?1 ??a? # C
"-C. 500 ?: .
kA ki
_. ? ??_ s? x? - ?.. /'J J•%i it \\ •1 ?//?" ? ? ,'? \1 ••' /.
lei C?/j 9 /_? ,.i? i W / %? /?- ?I . ?/, ? Y ? - `\( ? ??' , /?? •?
cc/
4 \\ set ` g0 ? \ a _ 4eY ` i! - \ - '
1 _ ??• _ ,? _ ?_ /' _ X51-• y ?.,( ? 'r
)`''"C?? :' j ?i, ;/? ? ?,?;. -p ••?-' ?'. ?-' 1, ,? ? :.
11????l11,
`1123
aaa
1 > ?
??
_ aaati. Jl?-
•. ?-
- /
--?_"? - J __ P?.??1
J - _ `_`, i/ ^, 1?, (
?

t? Triage On-Hold Letter 2.0 Staff Contact Date-
plan --
6$) Detail Incomplete # r4`
? Please provide a location map for the project.
? Please show all stream impacts including all fill sloes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
'L ]
Please indicate all buffernmpacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? * Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specity the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed impacts already been conducted.
$) Avoidance andlor Minimization Not Provided
p The. on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It is necessary-for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts..
This Office believes that the UbWed the plans ar can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plaits and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve. diffuse .
flow through the entire buffer then. R may be necessary to provide stormwater management practices that remove nutrients before the stomtwater
can be discharged through the buffer.
l) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
a Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
Ct of compensatory rnfilgation Is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Pemlit the USACE would use to authorize this project.
w?
r C?G%a'w Tom` 1.?U1J
VtI-A-27)Q? ",U_ 44-
-7 TOW
Gev PUIN&?,
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Ceiivery is desired.
¦ Print your name and address on the reverse
so that we can.return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to.
Michael Chappell
306 186 Street
Butner, NC 27509
DWQ# 02-1368 - Granville
A. Signature
? Agent
? Addressee
B. Received by (Printed Nafne) C. Dale of Pei' ery
d? `5
D. is delivery address different from item 1? Yes
If YES, enter delivery address below: ? No
3. Se ice Type
Certified Mail ?0 Express Mail
? Registered E Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 3150 0004 9315 2769
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1640
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to yqu.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Mike Arrington
306 18`h Street
Butner, NC 27509
DWQ# 02-1368 - Granville
A.
El A Pent
13 Addressee
B. Re ivedb (Prince lpne) I ?aie?D livl
if fc?' D. Is delivery address different from item 11 ? Yes
If YES, enter delivery address below: 0 No
3. S ice Type
Certified Mail ? Express Mail
C Registered ®`Retum Receipt for Merchandise
0 Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
2. Article Number 7002 2410 0003 0275 1529
(rransfer from service labe
PS Form 3811, August 2001 Domestic Return Receipt 102595.02-M-1540
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
6% I I I I I I I I 11{ I l 1 i1 111111 1 11111111111111111111111111111111111 11 11
Z
WETI ' ~ o
~ ~i ~ U
MA w ~
1 w ~ z ~
~z
ATE ~ 0 Q~ r ' i ii,,d,~Q N 'W U M
SITE ~ °
w
x S,'~.1123 ? N w Q
~w N ~ ~
r ~ -NM r ~ ~ ~
r-- ~ wZM 0
I \ W Q=~ ~ w ~0~ 3
~ 0 = ~ o ~ ~Oa
I_nT 3R
UU 0~"~ w Z m w
LOT 37 / ~ Z o JU = Z od0
LOT 39 / U Q _ >
~ L. , / r--- - ~ J S.R,1122 ~ Q ~
~ _ / ~~0
\r ~ . ~ / i
~ ~
~ LOT 40 ' LOT 36 LOT 43 LOT 44 ~ 'A , LOT 41 i' LOT 42 NOT TO SCALE
G,~~
i
9 i ~2 _ ~
% ~ -r 'z r ~ _ . ~ I_~} .,,i
2p' DRAINAGE
i j EASEMENT ~ ~
~ LOT 34 ~ i
i i LOT 45
~ LOT 49 , LOT 48 ; LOT 47 LOT 46
i ' i
i ~ LOT 50 j'
~ w ~ LOT 33 ~ a
m J LOT 55
LOT 51 \ s m r LOT 54 LOT 56 g 2 - ~ Q
S LP,N ae ~
VdITHER LOT 53 ~ a a~ m ~ W ~ ~ E m ~ I
~ gEMENZ ~ m
iNAGE~~-' w W / 20'D~--~~,~~ v°, z a
LOT 32 ~ ~ LOT 52 2 ~ % ~
~P C \ ~
G LOT 57 JG
~ ~ LOT 59 ~ ~ ~ SEPTIC
~ ~ \ EA~SEhn~n~7 ~
~ - ~ ~ LOT 5$
% ~ ~
` ~ T LOT 60 _0 31 so
~ S , ~ FG~
~ / ~~P~~ ~ti ~ eF / \ / ~ \F ~ '~i~
DRAINAGE p 0 ~'Qj\ EASEMENT ~ LOT 61 iA ~\qti 20' DRAINAGE l
\e / Ri ~ EASEMENT s ~ 9 qQ tie`
~ R~ 0 . ~
LOT 30 \~F ' ~ LOT 62 ~ F ~ ~ \ s
~ ~ ~ . `I~
~F ~o
~ ~
tc LOT 63 i
LOT 29
_
LOT 28 ~ ~ ~ ~ ~
~ A\ ~
1~ ~ A ~
~ ~
LOT 27 LOT 26
i
\1
3 \
/ 5~ ~ Q~P/ 2 ~ m
~ ~ ` LOT 25 5 ~ ~Q~ , _OT 25
LOT 18 ,
/ ~
LOT 24 LOT 24
s LOT 17 o J~ z 0
~ So- G~ LOT 23 a
i BUFFER pPRIPN / SQL rr U
~ EUSERI FER ~ \ _ 5p N ~ 8UF ~ ~ N z O
- RIAN , ~ - US RIPA / LOT 16 ~ LOT 11 0
y0 NE ~ LOT 22 (A
~ LOT 12 ~ ~ >
1 FFER ~ LOT 15 RIP'ARIA U , ~ uFFE j ~ ~ W tY
__._1 / ,
LOT 13 ~ LOT 21 w
a
LOT 14 POND JD ~
_ / (OPEN SPACE) ~ „ ~ PHAS 2 (PACE) , , ~ ~ , ~
/ i m ~
HAS 1 ~ r- ~ P / LOT 1 ; /UF~~ , / 'i ~ / r" LOT 20 ~ / LOT 10 z
%R~P~B ~ / DATE; 3!12103
~ lP P ~ ER ~ US~~ OFF / ~ ~ l doe No: 17951
5p ~E PR1P ~ /RIP / /
5E ~ ~ , EU / o N J,, ~ LOT LOT 4 ~ ~ LOT 6 ~ DRAWING: LOT 7 i LOT 9 17951
LOT2 LOT3 T6 ! LOT8 DESIGNED: LMH
~ LOT 5 '
r DRAWN: LMH LOT 19
~ _ _ CHECKED:
HORIZONTAL SCALE; i 7"=200'
OBER7S i
~HgpE~ VERTICAL SCALE: ROgD . NA
60'p •~~'1~1 UBLIC 23" R/W ,
Jrlr I IVV.
SCALE: 1" = 200'
200' 0 200' 400'
I, Mill Q OR OF F 1

.r.
CONSTRUCTION SEQUENCE LEGEND VICINITY MAP Z
z.o~ Z.o' / 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. 2.0' ti ~ 0 G~,° Z ~
/ THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: g~ TEMP. ROCK CHECK DAM ~ U U~"" F~tJ w ~
s APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC,; `Tp, 2 APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN APPROVAL EXISTING GRADE w ~
'f. F AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT. 77 '~T~~ '~T~ '~T~' ~ ~'S THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK 1==1 I ~I I 1=1 I ~ J I I-I 11- 2 ~ b 2~ - - ~ ' Z c~i~ •o c 2~ TEMP. INLET PROTECTION - Z ~
~ cP~ WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. -I ~ ( -I~I-~ ~~I-~ ~ I- ~ ,Ai 'AA 2. CONDUCT A PRECONSTRUCTiON CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, 1_1 ~ ~ - (I 1 SITE ~ ~ ZO
~ A y CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) 7-r--'~- - 1'i i '~i t- \ \ 9,A~ ~9 RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSIONCONTROL - _ - I I-I I I-I I I-I - - I I-l,~l - STONE APRON (SA) w U N :I ~ f = ~ I T11-~-T ~
2 PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. ~i \ ~ ~ 3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE T I I I_ I ; ; S.R. 1123 ~ I I I_ ~ " I' TEMP. SEDIMENT BASIN (TSB) N o_
\ \ \ \ ~G,~, G ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED w
\ EROSION CONTROL MUSTICHECKTHIE MAILBOX DAINYRACTOR RESPONSIBLE FOR TEMPORARY DIVERSION DIT )IVERSION DITCH ~ ~ x LEVEL SPREADER ? G_ ~ N ~ ~
\ \ \ \ ~ 4. INSTALL TEMPORARY GRAVEL ENTRANCEIEXIT, PIPE 1, AND SILT FENCING, 61 \ \ 5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON SF ~ w N
\ / \ \ \ THIS PLAN, CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN / EACH DEVICE THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. TEMP. INLET PROTECTION ~ ~ N M
\ \ / \ \ / 8. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. (OPEN INLETS) SF 0 ~ ~ wZM a
\ ~ / NO DISTURBED AREA SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 30 \ \ 20 DRAINAGE WORKING DAYS. TYPICAL ROADSIDE DITCH MR10 ~ • N =
\ \ EASEMENT \ INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET VAR. \ \ VAR. W Q = w 3
\ \ \ ~ PROTECTION MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. \ ) 8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD \ \ / I TEMP. SILT FENCE SF ! ~ 0 ~ a ~ ~0~
~ d' BE SEEDED, LINED WITH MATTING OR ARMORED WITH ROCK AS SPECIFIED. DITCHES LOT 62 \ ~ ~ / / ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACCORDING TO DITCH DETAILS. EXISTING GRADE ro U ~ 0~~ ~ TEMP. SILT FENCE OUTLET g,R. 1122 py 0 N ~ Z m w
~ ~ \ S~, / 0., STONE IS PERMANENT STORM WATER CONTROL AND MUST BE REPLACED IF IT5 ~I ~I ~'_II ~_~~_I = ~ ~ / EFFICIENCY IS REDUCED BY SEDIMENT. ll ll iLl. ~ o CONSTRUCTION LIMITS ~^~~1 5' 2 0 -i 0
~ ~ / R ~ ~ 9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. I=III=1 I I-~ I I=III ~ / 10. SEED AND STABILIZE ALL DISTURBED AREAS. - -
y \ ill I-I I TI I I~ I~; III- _ _ II \ ~ ~ ~ SQ, 11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE I i 1-III=~ I I=1 I I - _ _ =III TDD U Q ~ 2 > - - - -I I I ~ , TEMPORARY DIVERSION DITCH ~ ~
ER ION C NTR L OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 1 \ \ / OS 0 0 ~ I I \ y / - - 12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. FINE GRADE AND SEED THESE AREAS. I I- ' 11-1 - 11=1 I =1 I 1-1) I- I ~ NOT TO SCALE i l l_ i
1 \ \ / 13. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. ' I -i I I ~ \ \
1 0 \ \ \
\ LOT 63 TOTAL DISTURBED AREA: 12.00 ACRES OUTLET CHANNEL SECT HANNEL SECTION DITCHES
\ \ ~ \ ~ DRAINAGE 110 010 DEPTH SLOPE V10 Td LINING
\ ~ \ \ ~ I \ ~\1 I ~v FROM TO jA C~ (!nlhr) (cfs) (ft) (°k) (fps) (Iblft^2)
1 11 1 1 l ~ ~ SAR1 SR 1123 10+50 0.27 0.476 7.22 0.93 0.435 4,32 1,65 1.17 STRAW Wl NETTING, SEED W18ERMUDAGRASS ~
\ 1 '1 i I y y v+ I I 1 \ Q \ 11 1 1 0l ~ ~ 6' 6' 5' SAR2 10+50 13+28 023 0.459 722 0.78 0.411 3.82 1,50 0.98 STRAW Wt NETTING, SEED Wl BERMUDAGRASS
I I II ly I II ~I \ \ i y 1 I ~ PAVEMENT SHOULDER DITCH DITCH G~E SAR3 13+29 18+35 1.10 0.335 722 2.66 0.491 4,70 3.68 1.44 STRAW W(NETTING, SEED W/ BERMUDAGRASS EXiS'~ • SAR4 18+35 PIPE 2 1.32 0.333 7.22 3.17 0.572 2,95 323 1.05 STRAW WI NETTING, SEED Wl BERMUDAGRASS ~
I III y ~ l \ I y I I o = I ~ SAR5 PIPE 2 19+17 0.47 0.336 722 1.15 0,491 3,40 1,59 1.04 STRAW WI NETTING, SEED Wl BERMUOAGRASS
I I I ~ \ I I I i y \ I 11~ \ i I I I \ \ .0833 q; , o _ -I1 SAR + + - - - 1 1 0 III III 6 19 17 20 19 D23 0.359 722 0.60 0.462 1,34 0.96 0.39 STRAW Wl NETTING, SEED WI BERMUDAGRASS
I I ~ I ~I I - - - MAk 2• 0000 - ;I i I=III=III=,I1I=~ - 0 0 -III=III= SARI 20+19 25+50 0.38 0.484 7.22 1.33 0.460 8,62 2.12 1.90 SYNTHETIC MAT SEED W(BERMUDAGRASS ~ 0 0 O 0
I I i I ~ , I I o f I \ \ \ I 1 \ -III=III=III=III=III 0 0 0 0 0 =III=III
I I I \ \ \ I I I 1 \ \ ~ (=III=III=III=III-I =0 00000 - I I=III=III- SARB 28+19 38+gg '!.69 0.500 7.22 2.49 0,490 5,37 3.60 1.64 SYNTHETIC MAT, SEED WI BERMUDAGRASS -III=III=1 I =1 I=1~~f-_I I I=III== I I=III=~ I ~
I I I II \ \ LOT 29 I t I I I ~ I I-I ~ ~ I-~ I I-~ ~ ~ ~-I ~ I-~ i I SAL1 SR 1123 10+50 027 0.461 722 0.90 0.430 4.32 1.64 1.16 STRAW W! NETTING, SEED W18ERMUDAGRASS
I I i I i I ~ ~ \ \ _ I I I y \ ~ \ \ ~ + + J SAL2 10 50 13 29 n.23 0.458 722 0.76 0,411 3,82 1.50 0.98 STRAW W! NETTING, SEED W18ERMUDAGRASS
I 1111 ~ \ SAL3 13+29 18+35 0.32 0.510 722 1.18 0.466 4.70 1.80 1.37 STRAW Wl NETTING, SEED W! BERMUDAGRASS
ROADSIDE DITCH ARMOR SAL4 18+35 PIPE2 0.34 0.516 722 127 0280 5.63 3.05 1,09 STRAW WI NETTING, SEED WIBERMUDAGRASS
STONE AS REQUIRED ON CHART SALS PIPE 2 19+17 0.09 0.503 7.22 0.33 0.310 328 1.41 0.96 STRAW WI NETTING, SEED W(BERMUDAGRASS
LOT 28 ~ ~ \ DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. SALB 19+17 20+19 0.07 0.492 722 025 0.330 1.34 0.77 028 STRAW WI NETTING, SEED W! BERMUDAGRASS
l \ (SADDLE RIDGE} SALT 20+19 21+51 0.11 0.455 7.22 0,37 0.350 2.20 1.02 0.48 STRAW Wf NETTING, SEED Wl BERMUDAGRASS SALB 21+51 PIPE 3 0.25 0.475 722 0.88 0.305 733 3.07 1.40 SYNTHETIC MAT, SEED WI BERMUDAGRASS w
i I EMP. SEG. BASIN 4~ i ~ ~ ~ p SAL9 + i~~~_' ~ PIPE 3 25 50 D.56 0.481 722 1.94 0,411 7.79 3,86 2,00 SYNTHETIC MAT, SEED WI BERMUDAGRASS
J ~ VEL'SP A E i , ~ ~ ~0 ~ LOT 27 i ~ i I ~ y ~ 6' 5' 5' SAL10 28+19 34+00 4.02 0.334 722 9.89 1,059 4,53 2.89 2.99 9" STONE ~
i / SAL11 34+00 38+66 1.55 0.334 7.22 3.74 0,582 3.74 .8 1,36 T W A
I ~ 0 ~ ! i I o / / ~ / / ~ LOT 26 PAVEMENT SHOULDER DITCH DITCH 36 S RAWWINETTING,SEED !BERMUD G G~pDE < EXIST'
M ' / ! ~1~. 11 1 WR1 SADDLE 10+50 0.05 0.532 722 0.19 0245 5.50 1.26 0.84 STRAW WI NETTING, SEED WI BERMUD G - I = `r°~
TEMP. SED. ~A~SIN ! WR2 10+50 11+04 0.03 0.51D 722 0.11 0270 1.33 0.66 0.22 STRAW W/NETTING, SEED W! BERMUAAGRAS " ` ~ ' - .0833 3, ~P~' o = - ~ o III I~ - - - ~'1qk ti• 0000 _ WR3 11+D4 CDS 0.33 0.553 722 1.32 0.435 3.36 2.84 0,91 STRAW WI NETTING, SEED WI BERMUD 'GRASS
LEVEL SPREADER ~ TEMP, SED. BASIN 3 :l I I-III=III=III-_~ ~ 0 0 111-_I I i-
/ ~ LEVEL SPREADER 2 '?o -I I f-i I I-,~-I 11-~ ~~0~0~0~0~° - III I-I I I-III=I I=III _ - 0 0 -II=III=III' WL1 SADDLE 10+50 0.14 0.385 7.22 0.39 0.321 5,50 1.50 1,10 STRAW WI NETTING, SEED W! BERMUDAGRASS ~
i =T_ ~ I I ~I 11_ll=l I 1=1 I ==1 I I=1 I 1=1 I WL2 10+50 11+04 D.10 0.510 7.22 0.26 0.360 133
r / i / / i ~ ~ ~-I ~ ~ I-III-~ ~ ~-I ~ ~ ~-III-~ ~ 0.80 0.30 STRAW WI NETTING, SEED WI BERMUDAGRASS Wl3 11+04 CDS 1.53 0.553 722 3.90 0.850 336 3.71 1,38 STRAW W/NETTING, SEED W18ERMUDAGRASS
f g(G3 /i / / e ~ ROADSIDE DITCH ARMOR
P a ~
2 ~s / • ~ LOT 25 STONE AS REQUIRED ON CHART CROSS DRAINAGE PIPES DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. DRAINAGE ~ 125 025 HwlD DIA TYPE LENGTH SLOPE
$ 120 ' ED. ~AS~IPE ~ /LE~iE~SPREAD~~,~~ i / ~ i' y' (WILD BRIAR) AREA (AC) C0 (MIN) (INlHR) (CFS) (IN) (FT) (°k)
/ l r %IPL~' 7~"RCP ! i / / / ~TDIQEpPRON 4 1 1.63 0.327 5.00 8.19 4.37 0.75 18 RCP 90 1,00
2 1.65 0.371 g.00 8.19 2.51 0.51 16 RCP 48 1.72
y~ i l l M i i i ~ / / l ti ~ ~ iii~i ,'~;y;.. 3 0.34 0.437 ° ~ 922 . 0:6 RCR--- 77 . „ 7-QO
~ 1// / ~ i ~ ~ / / TRIPLE 72" RCP
/ / / / / / / / / ~ ~ ` 60- LOT 24
/ / / / / /PIRE3 ~ ~ 9 / / / / / / ~ODIE~A~ 3 s~' DRAINAGE 0Y5 f!wID LENGTH SLOPE AREA (AC) (CFS) {FT) (°k)
~ l/ l I / i ~ e~- 879 327 1,4 100 0.30
"1~
/ / / LOT 17 / / CP so. l ! l / l r i
/ / ! / / ~ o. STONE APRON OUTLET DISSIPATORS
J sa, l / / l ~ ~ 110 010 Ofull V10 V full ~ ~ .
B~FFtiR / / / ! / / / ' / / ~ ~ PPR~PN f / / 1 / / o . (IN/HR) (CFS) (CFS) (FPS) (FPS) L x W x D ZONE STONE
/NE~SER / / / / / N LOT 23 1 7.22 3.85 10.48 5.52 5.94 6' x 4.5' x D,75' 1 CLASS A ~
2 7.22 221 10,94 4.90 6.20 6' x 4.5' x 0.75' 1 CLAS A ~ 6 ~Z` ~ s I A 3 7.22 0.54 P7,7g 628 15.71 6' x 4.5' x 0,75' 1 CLASS A
/ ~ / ~ / ~ 1 ~ PIPE 2 \ 4 1.92 204.27 257.07 10.01 9.10 45' x 22.5' x 1,5' 3 CLASS 1
~ ` / / BOFFE \ TQjdE APRON 2 \
~ 5j~ LOT 16 i / 9/ ~ ~ \ \ 1 ~ / / I _ ~ \ LOT 22 CHANNELS
i / I I -170 y\ 1 \ a DRAINAGE CC 110 010 SLOPE LENGTH DEPTH V10 Td ^ LINING SIDESLOPES BOTTOM WIDTH m
! / I LOT 11 SEQ.9ASI6L1 1 I AREA (AC) (INIHR) (CFS) (FT) (FT) (FPS) (LB1FT 2) (FT)
/ I y I \ / / ~ \ I I 1 2.05 0.388 7.12 5.74 4.17 250 0.452 4,38 0,56 STRAW 2;1 2
LOT 12 ' ~ \ \ y \ I ~
x0ti ~ I V LOT 15 / / \ ti° y y I I LEVEL SPREADERS
/ I \ o I ENTRANCE WIDTH END WIDTH DEPTH LENGTH
I I I \ I I, I I (FT) (FT) z 0
1 10 3 4.5 10 d
CHANNEL1 I I ~ ~ N 1 \ I I / ~ 1 ~ LOT 2 TEMP. SED. BASIN 2 / ( \ I 1 ~ I( 2 10 3 0.5 10 ~ f21 ~
LEVELSPREADE 1 / I ! 3 10 ? 0.5 10 ~ W Z ~
i I '~i I Y \ ~ I it 0 4 10 3 0.5 10 5 10 3 O
f I L0. 13 I / C I POND , ~ 0.5 10 ~ - NOTE: LEVEL SPREADERS 2.5 SHALL BE INSTALLED
~ ~ 'DRAINAGE I I ~ Q OPEN SPACE ~ ! ~ EASEMENT ~ ~ ! -"Aj OUTSIDE OF THE STREAN BUFFER
LOT 14 ~ ~ ~ ~ G J W
I ~ TEMPORARY DI~lERSION DITCH
PHASE 2 0 DRAINAGE C 110 010 SLOPE LENGTH DEPTH V10 F
AREA {AC) ~ (IN~IR) (CFS) (°lo) (FT) (FT) (FPS) p
/ ~ r RASE 1 ~ 1 0.45 0.471 722 1.53 9.61 40 0.410 4.54
~ 2 0.76 0,495 7.22 2.72 7.07 30 0.540 4.67 W
LOT 10 / i i / ~ 3 0.56 0.480 722 1.94 14.20 55 0,417 5.58 m
/ / ~ ~ ~ LOT 20 4 0.95 0,457 722 3.13 11,20 35 0.522 5,75 ~ z
DATE: 8119!02
ti` . ~ TEMPORARY SEDIMENT BASINS . ~ ~ roe No. 17951
LOT 1 • \ / ~ ) ~ DISTURBS) REQUIRED PROVIDED BASIN DRAWING;
~ 1 SEDIMENT BASIN AREA VOLUME VOLUME DIMENSIONS 17951 ` ( } BASIN TYPE (AC) (CU FT) (CU FT) {W X L X D)
1 I ~ ' _ _ N / / DESIGNED: LMH
~ L-0~9~'" - - N ) / 1 B 0.95 1710 1734 1T x 34' x 3' / / / 2 B 0.99 1782 1785 1T x 35' x 3' DRAWN: LMH
t'~T4 LOT7 LOTB ~ ~ / / / / 3 B 0.45 810 864 12' x 24' x 3'
~ ~ / / / / / CHECKED: / / / / 4 B 0.78 1368 1395 15' x 31' x 3'
LOT 2 LOT 3 LOT 6 _ _P - LOT 5 _ ~ 'P ' / / / / , ~ HORIZONTAL SCALE: ~ , / 5 B 0,56 1008 1014 13' x 26' x 3' / /
/ / ~ 1"=100'
~~~~1 \ 90 GRAVEL ~ ~ / / ' Ld~19 ~ / 6 B 0.95 1710 1734 1 T x 34' x 3' ~9O ~g~ / / ~ i / ~ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL VERTICAL SCALE:
CO~IS~RUCTION CTION ~ / / ~ / / ~ ~ BE A MINIMUM OF 6 FEET FOR ALL BASINS. NA
~ "ENTRANCE' ~ , E''~~ IPE/1 i~ _--I QLJCCT AIr1
TbW-AP" 1
e- /O \ \ 1
- - - SCALE: 1" =100'
/ RQPER i t~ BERT
ECHO 100' o ' i EL 100, 200'
60'47 PUBLIC Jam` OF 12

_ _
i
LEG LEGEND DITCHES Z
DRAIN ~ O AREA E C 110 010 DEPTH SLOPE V10 Td LINING Z ~
TEMP. TEMP. ROCK CHECK DAM ~ FROM TO {ac) ° (in/hr) (cfs) (ft) (fps) pWft^2) U ~ ~
SARK 28+19 38+66 0.69 0.500 722 2.49 0.490 5.37 3,6D 1,64 SYNTHETIC MAT, SEED WI BERMUDAGRASS LWLI ~
_ _ _ _ TEMP, TEMP. INLET PROTECTION SAR9 38+86 40+60 0.11 0.528 722 0.42 0.390 1.55 0,92 0,38 STRAW WI NETTING, SEED W/ BERMUDAGRASS Z N `0 Z ~
STONE SAR10 40+60 42+00 0,07 0.522 7.22 0.26 0.306 2.10 0,91 0,40 STRAW W1 NETTING, SEED WI BERMUDAGRASS O ~ STONE APRON (SA} Z ~ N SAR11 42+00 49+25 0,44 0.516 722 1,65 0.511 1.46 2,11 0.47 STRAW W! NETTING, SEED Wl BERMUDAGRASS W M
SAR12 49+25 56+85 0,51 0.499 722 1.84 0.470 2.86 2.79 0,84 STRAW W! NETTING, SEED W/ BERMUDAGRASS _ ~
TEMP. TEMP. SEDIMENT BASIN (TSB) SAR13 56+85 CDS 0.fi0 0.350 722 1.52 0,417 3,88 2.92 0,96 STRAW Wl NETTING, SEED WI BERMUDAGRASS ~ ~ ~
LOT 38 ~ y M w
~ 1 ~ LEVEL L1J ~ LEVEL SPREADER ~ SAL11 34+~ 38+66 1.55 0,334 722 3.74 0.582 3.74 3.68 1.36 STRAW Wt NETTING, SEED WI BERMUDAGRASS ~ ~ X
\ 1 1 \ 1 I SF SAL12 38+66 40+60 0.57 0,345 722 1.42 0.477 1.55 2.07 ~ of ^ 0.46 STRAW WJ NETTING, SEED Wl BERMUDAGRASS w N
1 1 I TEMP, \ 1 I I (OPEN TEMP. INLET PROTECTION SAL13 40+60 42+50 5.53 0.325 722 12.98 1.289 0.65 2.61 0.52 STRAW W(NETTING, SEED Wl BERMUDAGRASS ~ ~ N M (OPEN INLETS) SF o! ~ ~
\ 1 1 I I SA114 42+50 44+23 3.90 0,325 722 9,15 0.868 2,66 4,05 1.44 STRAW Wf NETTING, SEED Wl BERMUDAGRASS ~ U ~ 0 U
\ 1 ` I I TYPICP \ 1 ~ I TYPICAL ROADSIDE DITCH MR10 SAL15 44+23 PIPE 9 3.47 0.323 722 8.09 1.182 0.40 1,93 0.30 STRAW W! NETTING, SEED W7 BERMUDAGRASS ~ Z N SAL16 P P + 0, 7. ~ Q= m 3
\ i O I TEMP. I E 9 47 88 2.28 309 22 5,09 0.705 2.50 3,42 1.10 STRAW W! NETTING, SEED Wl BERMUDAGRASS ` ~ W ~ ~ ^ 0 TEMP. SILT FENCE SF SAL17 47+66 49+25 1.99 0,305 722 4.38 0.873 0.59 1.91 0.32 STRAW WI NETTING, SEED WI BERMUDAGRASS v , ~ ~ ~ 0` ~
\ l i I LOT 37 \ 1 I I I ~ tL O SAL18 49+25 50+50 0.85 0.319 Z22 1.95 0.656 0.54 1.51 0.22 STRAW Wl NETTING, SEED Wl BERMUDAGRASS ~ ~ ~ ~ 0
\ I I LOT 39 TEMP. TEMP. SILT FENCE OUTLET SAL19 50+50 PIPE 10 1.40 0.318 7.22 3.21 0.550 3.75 3.55 1.29 T W Z 0 ~ w ~ S RAW WlNETTING,SEED W16ERMUDAGRASS ~ _ U cp
I I I CONST I CONSTRUCTION LIMITS r'~~~1 SAL20 PIPE 10 52+00 2.18 0.362 722 5.65 0.812 1.45 2.86 0.73 STRAW Wf NETTING, SEED W1 BERMUDAGRASS Z ~ ~ U
I I = Z °o='~ TEMPORARY DIVERSION DITCH TDD SAL21 52+00 54+50 2.35 0.378 722 6.43 0.653 3.46 5.03 1.41 SYNTHETIC MAT, SEED WI BERMUDAGRASS U Q ~ 2 ~
~°p' I I TEMPC ~ t 1 ~ J SAL22 54+50 56+85 2.51 0.379 7.22 6.87 0.945 4.18 2.57 2.46 9"STONE Q ~
( ) I 1 LOT 43 1 1 LOT 42 SAL23 56+85 CDS 2.60 0,388 722 7.28 0.980 3.86 2.53 2.36 9"STONE
° 1 ~ LOT 40
I LOT 41 R2R1 SADDLE 10+50 0.17 0.418 7.22 0.51 0.361 5.03 1.56 1,13 STRAW W! NETTING, SEED WI BERMUDAGRASS R2R2 10+50 11+71 0.14 0.389 722 0.40 0.455 0.90 0.77 0.26 STRAW WI NETTING, SEED Wl BERMUDAGRASS
LOT 36 ~ ~ S~ \ I I / l` \ 1 I I I LOT 44 / 1 . \ 1 I I I I I R2R3 11+71 12+82 0.57 0.393 7.22 1.62 0.814 0.78 1.72 0.30 STRAW Wf NETTING, SEED Wl BERMUDAGRASS
/ 1 I I I I
G ? ~ I I 1 I \ / I ~ 1 ~ I I 1 } ~ ~ I I I 2.0' 2.0' 0~ R2L1 SADDLE 10+50 D.27 0.373 722 0.73 0.413 5.03 1.70 1,30 STRAWW/NETTING SEEDW/BERMUDAGRASS
/ / ~ I a l 1 I \ 1 A I I / I I I 1 I 1 I ~ I I Y\G R2L2 10+50 11+71 D.17 0.380 7.22 0.47 0.463 0.90 0.80 0.27 STRAW W! NETTING SEED W! BERMUDAGRASS ~`~V$
/ I I I I 1 1 \ \ ao I i I I / / , I I 1 I I i \ \ \ I I Exls' EXISTING GRADE ~ R2L3 11+71 12+82 0.06 0.502 722 0.22 0,376 0.78 0.83 0,18 STRAW WI NETTING, SEED W(BERMUDAGRASS
' / / / ~ 1 1 \ \ 1 I i / /LOT 35 ~ i \ \ \ I ! I I - I I-~, I-I ~-111'111 ~~7 b 2~-I~~ ~ ~
/ / i i \ J 1 2' DRAINA E ~ -T. -_-I i l- I -I 11-1 I I-I I _ I I SPR1 SADDLE 10+50 0.24 0,500 722 0.87 0.340 8.20 3.00 1.32 SYNTHETIC MAT, SEED WI BERMUDAGRASS
/ / i~ M 1 .-IT / 90 PIPS 10 I " I I T ~ , ,1 I I I I 1=J,=~-~ SPR2 10+50 CDS 022 0,518 722 0.82 0.451 3.98 1.60 1.12 STRAW Wl NETTING, SEED W! BERMUDAGRASS
/ ~ / ~ ~ - ~=11 I I 1LI I I- 1=1-I I =1 ~i- ~ - I ITI I h._ - _J
/ i ~ / 5^ i ~ ~ 1 ~ ANI~EL 4 TTf I ~ _i II P 1 + T_ S L SADDLE 10 50 0.72 0.369 7.22 1.92 0.460 620 3.66 1.78 SYNTHETIC MAT, SEED WI BERMUDAGRASS SPL2 10+50 CD5 0.69 0.368 722 1.83 0.474 3.98 3.27 1.18 STRAW W/NETTING, SEED W/ BERMUDAGRASS
/ ~ i ~ ~ S ~ / / / ~ EMP SED. BASIN 1 / / / .-180- / / ~ I I ' ~ / 0 / / / , ~ ~ ~ „ / / / O 1 I ILEVE~L SPREADER 7 TEMPORARY DIVERSION DITCH
/ / ~ / a / / ~ 1 1 1 1 I I I / , ~ i ~ I I R1 R1 SADDLE 11+48 0.08 0.521 722 0.30 0.310 4.33 1.30 0.84 STRAW W! NETTING, SEED WI BERMUDAGRASS
/ / / / ~ I J R1R2 12+52 14+89 0.14 0.492 7.22 0.50 0.373 d.OB 1.43 0,95 STRAW Wl NETTING, SEED WI BERMUDAGRASS
/ / / / / R1 R3 14+89 CDS 0.15 0.564 722 0.63 0,411 3.BB 1.49 1.00 STRAW W/NETTING, SEED W/ BERMUDAGRASS
LOT 34 / / ~
I / / ~ / / / LOT 45 VAR. R1L1 SADDLE 11+48 0.82 0.438 722 2,59 0,531 4.33 3.68 1.43 STRAW Wl NETTING, SEED WI BERMUDAGRASS
/ 1 1 LOT 48 LOT 47 LOT 46 / ( I LOT 49 R1L2 12+52 14+g9 0.33 0.383 722 0.91 0.470 4.08 1.67 1.20 STRAW Wl NETTING, SEED W/ BERMUDAGRASS
I ( EXISTING R1L3 14+g9 CDS 0.546 0,546 722 0.67 0.420 3.88 1,51 1.02 STRAW WI NETTING, SEED Wl BERMUDAGRASS EXISTING GRADE
I -m 1 ~n I C I-I I~-III =2~7 ~ 21 -11 I 1~-
~ 1-111- I - ~ ~ ~~k CROSS DRAINAGE PIPES
\ -I I =1 I ~ I -1 I I-I I = _ _ _ = I L- I -III-~
LOT 50 I ~~-Tj'~ - - -I I - I I- I -~I (-'I~' ~ ~ DRAINAGE Cc tc 125 025 Hw/D DIA TYPE LENGTH SLOPE -T~I~ III=III~I~I-II- AREA(AC) (MIN) (INIHR) (CFS) (IN) (FT)
-T-I 11- >T T' 8 2.66 0.321 7.48 7.80 6.49 0.95 18 RCP 76 1.00
w g 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 73 1.00
LOT 33 / / I OUTLET CHANNEL SECTION 10 3.91 0.339 5.00 8.19 10.86 0.85 24 RCP 63 3.17 ~
/ I
/ LOT 55 DRAINAGESTRUCTURES
PIPE 9 / LOT 51 STON~'APRON 6 LOT 54 DRAINAGE C tc 125 025 DIA TYPE LENGTH SLOPE INV. fN INV. OU
LOT 56 FROM TO AREA (AC) ~ (MIN) (INlHR) (CFS) (IN) (FT) EIEV, ELEV.
10 \ 6' 6' 5' 1 2 5.53 0.332 5.00 8.19 15.05 24 RCP 44 2.00 - 162.31
~ > \ PAVEMENT SHOULDER DITCH DITCH 2 3 5.72 0.339 5.07 8.17 15.82 24 RCP 127 2,00 161,43 161.33
'Z' ' \ LOT 53 I \ G~pE ~X(S'(. 3 FES 5.72 0.339 521 6.14 15.76 24 RCP 60 2,00 158.79 158.69
~ I I I ~ i i l l X16 RIW _ I ? ' I I - I I- - - .0833 q, 7 . o o I =1 11=1'
\ I ~ I II T - _ _ _ _ M~ 21 00 0 - . STONE APRON OUTLET DISSIPATORS
\ \ I I I '•I I I ~ 1 I I ~ 2b' INI4GE ~I I I T-III-III-I 0 o I I I~ - - - L-_II 00000000 000 110 010 ON•` V1D Vfull
\ / I ETAS E T / LOT 32 ~ _ I T 0 0 (INIHR) (CFS) (CF'_`, (FPS) (FPS) L x W x D ZONE STONE
/ ~ 1 / ~ 1 J r ~ ~ =III- '-7 I ~ 5 7.13 13. -I I ~I 11~ I ~ I III-I~I I'' 80 31.43 9.66 10.17 12' x 6' x 1' 2 CLASS B
1 J - - - - - ~ CHANNEL3 ~ / 6 6.86 5.70 10.48 6.00 5.94 6' x 4.5' x 0.75' 1 CLASS A
~ 1 ~ ~ - - _ O - TEMP. SED, BASIN 9 1 ~OT52 ~ I I ~ I 1 J I / / - _ ~ - _ _ _ _ _ ~ / / I LEVEL SPREADER 6 7 7.22 4,52 10.48 5.64 5.94 6' x 4.5' x 0.75' 1 CLASS A
/ 1 1 I / 2%x'25 _ _ _ -170 ' ' / / ROADSIDE DITCH ARMOR 6 722 9,57 40,19 ,0.50 12.fio 12'x6'x1' 2 CLassB
STONE AS REQUIRED ON CHART ~a~e,aQaiassacp~ga9
I 1 I L I ~A ME - / / LOT 57 / PIPE ~1 i ~ ax - / ~6 CA,{~~ DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. CHANNELS ,o~>a°<,p
I ISTON APf~O 8 ~ ~ ~ ~ - - . ~ ~ ~ / x ~ ~ ~ . ~ LOT 34 I I _ - , ~ / SADDLE RIDGE ~ ( ) DRAINAGE I Q SLOPE LENGTH DEPTH V " ~ S ~ `~i°
I,,~ I (f - LOT 33a J c I I I ? I ~ ~ ~ _ - / / 0 10 10 10 Td LINING SIDESLOPES BOTTOM WIDTH Q y , AREA (AC) c (INIHR) CFS % FT FT FPS LBIFT"2 ( ) O ( ) ( ) 1 ) ( ) (FTI ° C' t'
1 I I ~ II ~ o \ 60 ~ LOT 59 2 5.80 0.339 7.22 14.20 4.97 30 0.775 3.33 0.97 STRAW 2:1 4 n ~ a n G;;~~~
LOT 32a SEPTIC I o I I i 2 AGE LOT 58 / ~ i 6 5' 5' 3 0.49 0.471 722 1.67 1327 220 0240 2.81 0.30 STRAW 2:1 2 ° rte !o ~VG O :J w ~
EASEMEN ~ J i ~'ASEME \ PAVEMENT SHOULDER DITCH DITCH ~ 4 3.28 0.379 7.22 8.98 13.51 140 0.436 424 0,54 STRAW 2;1 4 BtaO`~,F/(I~rP~c~°~1y
- ! 1 / I I SE's\BASIMB \ \ > ab c~, U~ ,6
I 1 / / / I ~ 11 \ \ T .0833 ~ o ~ LEVEL SPREADERS °:x~~f1. 3:iM •1~ 0 i1=1~1=~
r / / / / i ~ / / 1 LOT 60 ~ / 1 ~ ~ 'i I f I 1=1 11=1 11=1 = o o 2• °~°~-I 11=1 11-
/ / / / / I ~ ~ / 1 ~ ~ =I I=III=III=III=I I 000000 0 000 =1 _ - ENTRANCE WIDTH END WIDTH DEPTH LENGTH 0 0 0 0 II L- (FT) (FT) (FT) (FT)
/ / / ~ ~ - / / / I s s o. ~ I~ I I-III=11 ~I ~ 1=~ _ o o- ~ 1=1 ~ 1=1 ~ I' -III=I I I.I I I=III-III=1 ~ 1=1 I~ = 1 ~ 1=1 ~ 1=~ 11" 6 10 3 0.5 10 m
- L 31 / / 1 ` 2 / i \ \ ~ \ 'Ltp FG -III-III-III-ITI-III-I I I-I I I-I I I-I i I-I I 7 10 3 0.5 10
~ / / / \ DROP INLET 2 \ ~ ` G~ S~
/ / \ IPE 7 / / \ ~ ~'P ~~q / / ~ A 9 ROADSIDE DITCH ARMOR TEMPORARY SEDIMENT BASINS
/ \ / \ \ '9~ 'Pi / / HANNEL2 \ ~y STONE AS REQUIRED ON CHART DISTURBED REQUIRED PROVIDED BASIN
/ `G I \ TEMP, \ \ ~G mG DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. SEDIMENT BASIN AREA VOLUME VOLUME DIMENSIONS
DROP INLET 1 SED, BASIN 7 \ \ T T~ PIPE 6 \ \ \ \ (ROAD 1, ROAD 2 & SPLIT RAIL) BASIN TYPE (AC) (CU FT) (CU FT) (W X L X D) ~
~ ° JUNCTION BOX 3 LOT 61 \ \ \ \ 7 B 1.09 1952 1996 18' x 3T x 3' d
\ .eI~E 7 \ \ 8 B 1.11 1998 2052 19' x 38' x 3' ~ U
is ~ $,TOI~E,4PRON 5 \ \ 0 \ \ \ A \ \ \ \ 9 B 0.50 _900 900 12' x 25' x 3' ~ N Z ~ 10 B 1.76 3168 3174 23' x 46' x 3'
G / \ 20 DRAINAGE 0 NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL
~ \ \ \ \ \ ~ EASEMENT ~ \ 8E A MINIMUM OF 6 FEET FOR ALL BASINS. U)
~ ~ 0 >
\ • > I r ~ 1 LO 62 I W F
s ~ ~ LOT 30 ~ I ~ ~ o, / a 0 4
I \ i + 1
~ 11 ~ ~ ~ ~ s y O
1 \ \ / ° 1
~ \ ~ \ \ ~ \ \ 0: W
1 ~ \ m
I \ \ Z
I , \ \ LOT 63 I I 1 \ DATE: 8I191Q2
~ I 1 1 \ \ \ ~ ~ \ ~ JOB No: 17951
1 11
I I 1 1 ~ ~ ~ I \ I X11 ~ i i \ 1 1 I I 1 1 1 ~ DRAWING: 17951
I I 1 0l \ \ g I I I I 1\ DESIGNED: LMH
I I 1 11 1 11 1 ~ \ I I I I I > 1 I I II 1 DRAWN: LMH
I I 1 I I o \ \ I 1 1 1 I I 1 I I \
I 11~ \ \ I I I I I I \ 1 I I \ \ CHECKED:
I 1 I ~ I I I I I o f I \ \ ~ HORIZONTAL SCALE:
1 I \ \ I I I \ \ \ ~ 1" =100'
1 I i I \ I I I II \ \ ~ VERTICAL SCALE: ~ NA
LOT 29 I I I I I I ~ ~ ' I I ~ I I I \ \
I I ~ t ~HFFT Nt1
LO I I \ T 28 ~ l \ \ '-SCALE: V= 100'
i fEMP. SED. BASIN EMP. SED. BASINS ~i
l LOT 27 Ek-SP E I LEI- P E 100' 0 100' 200'
0 F 12

rq T Z ~~r1
V s, ~.f
? U
p w . ~q Z
q o -z ~ , ~
~ , . , o ~l//~j' Z N
L, y w U M
~r SITE o a t
~'1 MM w a W ~
5.R.1123 ~ N ~ Q
N LLJ N LL' r ~ ~ I~
~ ~N~
d oU~ o
- ~ FZN U W Q=~
LO?~ 38 _ - - f._ w ~0~ 3 ~ 0~~
~ I 1 ~ Q
LOT 37 ~ LOT 39 ~ / U U OAP °m w Z Umw ~
J / ~ Z o JU
- ~ ~ _ - = Z o~0 U Q ~ _ >
S.R. 1122 ~ 0~ Q
i ~ ~ _ 1 ~ ~ ~ ~ / Vl~ ,~o
~ LOT ~ ~ LOT 40 ' 36 ~ ~ LOT 4
'A ~ ~ LOT 3 LOT 44 ~ ~ LOT 41 42
i 'Q\ i NOT TO SCALE
,9 > 2 , - ~
i L_ _
~ ~ ~ 20' DRAINAGE ~ ~ ! EASEMENT
~ ~ I LOT 34 ~ I
I ~ LOT 45
i~,_ LOT 49 ~ ~ LOT 48 LOT 47 LOT 46
~ ~ LOT 50
LOT 33 - 1----- 4 a J 4~
LOT 51 \ LOT 55 ~ LOT 54 L Q m
~ \ OT 56 ~ Q
ERS LAh1 ~ Q WITH _ ~t LOT 53 4 Q
w ~ v,
~ _ EEASE. 2 ~ \ ~ RAINA~ w
4 LOT 32 ~G _ , - / h
I.OT 52 2 ~ / ! ~
,rc ~ V G / JG LOT 57
~ ~ ~ ~
~ ~sEpri~ LOT 59 EA~EM~n1~ ~ /
~V
~ ~ LOT 58 ~ ~ i ~ ~
~ ~ / ~ /
=..OT 31 LOT 60 ~ ~ So
f ~ y so-v FG~
~ /P ~ S
~/0~~~ GS \ i DRAINAGE ~ ti~ 5 ~ \'~~pi~
EASEMENT ~ LOT 61 iA \\9ti 20 DRAINAGE I ' S q'P ~ 9 ~ EASEMENT
i \G~, ~ / ~a tie
o \G~ l ~ Lnr rn ~ S 1
C ~'i F / \
p ~i / ~ ~
F LOT 63
\ \
i
L T ~ ~ 0 29
~ ~ ~
~ ~
LOT 28 ~ ~ \ ` ~
~ o
) ~~'r=
/ \ ~ LOT 27
~ - LOT 26

1
3 ~
~ 5~ ~ PAP/
5~~~ ~ LOT 25 ~Q~ . 25 m
LOr'!9 ~
~ Lor 2a ~ LOT 24
~ L so, OT 17 V
/R SO ~ i'~ G~ L LOT 23 0
~ - / 9ti RIPARI i ~i a
~ _ 50' NEB i ~ FFtiR ; U
~ ~ - /ARIAN 8U ~ s ~P ~ ` LOT 11 , NEU LOT 16 yo W Z o
\ LOT 22 ~
\ LCT s2 ~i S~ ~
~ LOT 15 -'RIA UFFE j A ~-1 , ~ . - RIPA FE j~'-~ ~
W
\ ~ LOT 13 i l ' ~ LOT 21
~ ~ ~ ~
LOT 14 ~ ~ POND a
i ~ (OPEN SPACE) E)
PHAS 2 i / ~ ~ w
PHAS 1 , LOT 1 FAR ~ ~ ~ ~ m LOT 20 ~ ~ LOT 10 ~
~~~P ~ ~ I / ~RSP ' PFER z
US 6V 5o NE R~Pc1 / ~ , ~ ' DATE: 3/12103
i tiPP ~sE% ~ I X08 NO: 17951
~ LOT 4 ; y ; LOT 7 i LOT 7 LOT 9
~ ~ LOT 2 LOT 3 _ - ! LOT 6 DRAWING: 17951 LOT 8
LOT 5 DESIGNED:
LMH LOT 19 DRAWN;
~ _ _ _ _ LMH
CHECKED: HORIZONTAL SCALE:
HgPEI
ROAD. 60' pig '~~'T VERTICAL SCALE: LICE 23'".~..,, NA

SHEET N0,
SCALE: V= 200'
200' 0 200' 400'
OF 1

CONSTRUCTION SE UEN Q CE PHASE 1
z.o' 2.0' 2.0' LEGEND
p~ VICINITY MAP z 0
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THFrF EXISTI NG GRADE `5~ TEMP. R ~ F~~ OCK CHECK DAM ~ Z
APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE F ~ = - - _ OLLOWING; APPROVAL OF SUBDI . ISION ~ ~ ~ ~ ~ ~ 2~r _ ~ U J A W
1~ 1~ - - 0 2 OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, E=TC.' 0 2• - I I - TEMP. INLET PROTECTION W ~ -1~ _ z ~
EROSION CONTROL PLAN APPROVAL AN ~ 1 ~ ~ -~T_ _ D GRADING PERMIT; ZONING COMPLIANCE PERMIT D ~ ~ I ~ - - - II ~ , RIVEWAY I I~-I I STONE APRON (SA) SITE U~ ~
PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO TF,aT - - - - - -~-11 l~-I_I f-TI f z ~ I ~_f ~1~1>T W ~
m TfT ~ m WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS, ~ ~ ~ S.R. 1123 _ TEMP. SEDIMENT BASIN (TSB)
2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING, OR N ~ ~ ~
TEMPORARY DIVERSION DITCH GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE RSION DITCH ~ w LEVEL SPREADER (LS) ~ ~
DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT' AND ~ x
THE EROSION CONTROL PLAN. TEMP, INLET P X ~ ~ ti ~ ~ ROTECTION w cv
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR FlT THE (OPEN INLETS} X L.L > 1` ~=N~ E
CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. THE VAR, MR10 OUP 0 VAR, TYPICAL ROADSIDE DITCH w Z n? U
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY. W Q2~ ~ TEMP• SILT FENCE SF W ~ ~ ~ 3
4. INSTALL TEMPORARY GRAVEL ENTRANCElEXIT, PIPE 1, AND SILT FENCING. EXISTING GRADE ~ 0~~
5, CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. CONSTR .ICT - - TEMP. SILT FENCE OUTLET .1122 ~ ~ ~ a 1 _ S•R pg (J ~ rY 0
ALLEROSION CONTROL DEVIGES SHOWN ON THIS PLAN. MAINT I ~ ~_i I ~ ~--2'~ AIN EACH DEVICE THROUGHOUT ~ _ I = = o _ l l Ill ,ill _
CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. I' -i ~ ~ ~ _I I = _ - ~i I ~ I~.,III,;,lil;,,__, _ _ _ ~ I-1 ~ -1 ~ I-1 ~ I~~ CONSTRUCTION LIMITS ~~1 Q,. - o m U . _ _ _-111-111-111-111-! = z ~ ~ -
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO DISTURBED A!zEA ~ ~ ~ ~ ~ . I I- _ - - - _ TEMPORARY DIVERSION DITCH (TDD U Z ~ 2 ~ _ 111 111_1 I I_I I I_I I I_I I I_ ) Q >
SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. I ~ ~ ~ ~ ~ , ~ii_ ~ J -11,;,111-111,;,111-I I I,;,III I 11 i_ ~ NOT TO SCALE Q ~
7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION MUS? PE
INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET.
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED 0~2 OUTLET CHANNEL SECT ~NNEL SECTION DI TCHES
LINED WITH MATTING AS SPECIFIED, DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACGOr'E?ING USE NORTH AMERICA4' GREEN LINERS AS REQI TO DITCH DETAILS, r J LINERS AS REQUIRED ON CHART DRAINAGE
9, PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. FROM TO AREA Cc 110 Q10 DEPTH SLOPE V10 Td LINING (ac) (inlhr) (cfs) (h) (/o) (tps) (Iblft"2)
10. SEED AND STABILIZE ALL DISTURBED AREAS. SARI SR 1123 13+05 0.30 0.471 722 1.02 0,410 5.16 2.05 1.32 SEED NORTH AMERI CAN GREEN S75
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSIO~J CONTROL. SAR2 13+07 PIPE 2 1.43 0.342 722 3.53 0.826 4.60 3.01 1.80 SEED, NORTH AMERICAN GR EEN SC150
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 6' 6' 5' SAR3 PIPE 2 20+34 0.32 0.268 722 0.62 0.395 2.27 1.33 0.56 SEED, NORTH AMERICAN GREEN S75
_ 12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. PAVEMENT SHOULDER DITCH DITCH SAR4 20+3q 25+32 0.34 0.479 7.22 1.18 0.397 6.54 2.49 1.62 SEED NORTH AMERI ~e pE CAN GREEN SC150
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS, EXIS1 • GRP SAL1 SR 1123 13+05 0.31 _ 0.480 722 1,07 0.420 4.94 2.04 1.29 SEED, NORTH AMERICAN GR
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. .0833 EEN S75 4; t tit 21~` SAL2 13+07 16+31 0.22 0.503 7.22 0.80 0.380 4.63 1.85 1.10 SEED, NORTH AMERICAN G ~v
REEN S75 SAL3 PIPE 2 20+34 0.06 0.530 7.22 0.23 0.250 4.01 1.30 D.63 SEED, NORTH AMERICAN GREEN S75
SAL4 20+34 PIPE 3 0.19 0.443 722 0.61 0.343 4.59 1.72 0.98 SEED, NORTH AMERICAN GREEN 7
TOTAL DISTURBED AREA: 5 34 ACRES ~ S5 SAL5 PIPE 3 25+32 0.54 0.438 7.22 1.71 0.376 8,55 4.03 2.01 SEED, NORTH AMERICAN GREEN P300
~ BRR1 SADDLE 11+03 0,05 0.532 722 0.19 0.250 4,18 1.31 0.65 SEED, NORTH AMERICAN GREEN S75 ROADSIDE DITCH ARMOR BRR2 +
.~7`~, vv 11 03 CDS 0,33 0,553 722 1.32 0.530 3.30 1.92 1.09 SEED, NORTH AMERICAN GREEN S75
v ~ USE NORTH A MERICAN GREEN LINERS AS REQUIRED ON CHART
(SADDLE RIDGE DR.) BRL1 SADDLE 11+03 0.14 0,385 722 0.39 0.409 1.07 0.92 0.27 SEED, NORTH AMERICAN GREEN S75
r / ~ BRL2 11+03 CDS 1.53 0.353 7.22 3,90 0.656 3.18 3.63 1.30 SEED, NORTH AMERICAN GREEN S75
J
DRAINAGE PIPES
LOT ?_6 ~ ~5F 6' DRAINAGE 5 5' Cc tc 125 Q25 HwID DIA TYPE LENGTH SLOP t~j~
I AREA(AC) (MIN) (INIHR) (CFS) (IN) (FT) t PAVEMENT SHOULDER DITCH DITCH DE ~ 6'
~ 5F U I`l TSB 4 1ST GFW 1 2.40 0.340 5.00 8.19 6.68 1,00 18 RCP 90 1.00 w' f EX (,f ~
y. LS TYPE A \ 2 1.75 0.371 5.00 8.19 2.66 0.51 18 RCP 76 1.00 t .y
c~ / \ SPOIL AREA .08 a~ 33- 3r1 ~(,P~' 3 0.34 0.437 5,00 8.19 122 <0.5 18 RCP 58 ~ ~G' - - 21 1.00 a . ~
T~ ~ ~
DRAINAGE STRUCTURES
r~3 / ,~x 1NV, IN INV .OUT
P / _ ~ti i ROADSIDE DITCH ARMOR ELEV. ELEV.
S ~ r ~ / r, TSB, , ~ ~ p`~+ LOT 25 FES 1 172.80
~ ~ Ir,?vfA ~ i USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART FES 1A 171.90
~ ~ a, i (BRIDLE CT.O FES 2 165.50
FES 2A 164.74
, / I~T15 FES 3 156,47 FES 3A 155.89

~ - n°~ i LOT 24 --~....~,,~w:M,. _ ..._..r...~~...... ~ ~l~ ~ 69 STONE APRON OUT:.ET DISSIP;4T ORS
fES 3A 9 \ 110 Q10 Qfull V10 VtuM
~ ~ SA 3 c (INIHR) (CFS) {CFS) (FPS) (FPS) L x W x D ZONE STONE
~ ~ I LOT 17 , ' I 1 7.22 5,89 10.48 6.06 5.94 6' x 4.5' x 1' 1 C ~ LASS a
SO' ~ ~ a 2 722 2.34 10.48 4.63 5.94 6' x 4.5' x 1' 1 CLASS A a 3 7.22 0.54
G J so. ~0 4~ ~ 10.48 2.97 5.94 6' x 4.5' x t' 1 CLASS A
~N euff / i 0 ~ Q i ~ fes 3 ~ ~ LOT 23 '
/ERpp,R~A / / GJ~ ;T'~ ` PIPES rv C HANNELS
~ ~ 5fl NEUS / ~ ~ ~ ° ~ / ~ o DRAINAGE C Itp Qip SLOPE LENGTH DEPTH Vip Td LINING SID
/ / / , TDD 2 ~ AREA (AC) c (INIHR {CFS ° " ESLOPES BOTTOM WIDTH ) C 1 I/o) (FT) (FT) (FPS) (LBIFT 2) (FT) ,
~ ~ / ~ ~ FES 2 ~ ` , / fE \ ~ ~ TSB 2 _ PIPE 2 1 2.19 0,363 7.22 €.74 0,60 40 0.890 1.71 0.36 SE 13 MAQ ED, NORTH AMERICAN GREEN S75 2:1 2
B~F ~ ~ / ~ - ~ Rip P~j ~ ~ ~ ~ v ~ 2 2.05 0.388 7.22 534 4.17 250 0.582 3.12 1.51 SEED, NORTH AMERICAN GREEN S75 2:1 2
~ ~ _ - N~~gE / c ~ ~ i 1 \ TDD 1 ~ ~ 50 ~ LOT 11 ~ \ ~ LOT .6 ~ as ~ I arse 1
i ~s o 1 fES 2n TEMPO RARY DIVERaION DITCHES
_ _ _ _ ! \p, ~ sA t ~ ~ LOT 22 DRAINAGE C Itp C`tp SLOPE LENGTH DEPTH Vtp
NNEL 1 Q ~ - ' LS TYPE A - N AREA (AC) ~ (INIHR) (f.;FS) (FT) (FT) (FPS}
2 1 1.43 0.314 7.22 ;624 1.67 60 0.756 2.84 m ~
/ u ~..OT 12 ~ ' Q"' 2 0.32 0.314 7.22 G.73 2.00 50 0.420 2.10 J
LOT 15 -~euFFERI ~ ~ ~ _ N , , ~
~ - ~ - ~ SSE RIPARIA / ~ ~~ti• 1
16 ~ ~ Q TEMPORARY SEDI P z M _NT BASINS w
CHANNEL 2 ~ , , ) REQUIRED PROVIDED ~ DRAINAGE DISTU?BED SURFACE SURFACE REQUIRED PROVIDED BASIN Z
\ TS8 ~ ' ~ 3 ST N Q LS TYPE A ~ ~ Q Z ~ SEDIMENT BASIN AREA AR _A AREA AREA VOLUME VOLUME DIMENSIONS 0 J
- ' LS PEA ~ SQ, ~ LOT 21 d ~ LOT 21 BASIN TYPE (AC) (AC) (SQ FT (SQ FT) (CU FT) (CU FT) (W X L X D) ~ Q
~ I s~ ~ A ,A~ 1 B 1.43 0,39 1412 1458 702 4374 27' x 54' x 3' ~ ~ Q 2 B 0.32 0.09 316 338 ~ 0
' ~ LOT 13 ~ \ ` G ~ ~ ~ C 162 1014 13'x26'x3' ~ W ~ 1 ~ 3 B 2.05 029 2089 2178 1782 6534 33' x 66' x 3' Z 0 Q
' 20' D POND t~ RAINAGE i 1 Q EASEMENT LOT 14 ~ (OPEN SPACE) O 4 B 0.34 0.34 ~ W 374 392 612 1175 14' x 28' x 3' - (/p
~ ~ ~ G /L 5 B 0.54 0.54 594 595 972 1785 17' x 35' x 3' - W
i i , ~ F _ _ ~ ~ ~ ~ t;, ~ ~ _ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL ~ 2
~ i' ~ PHASE 2 ~ , W BE A MINIMUM OF 8 FEET FOR ALI. BASINS.
~ , M
_ - - 1 I / PHASE i ! O • W ~
/ ~ ~ Q o 9~~' O M
- ~ LOT 10 / ~ti O
/ / ~i / ~ Q %~4 ~ W
~ ~ ! ~ i i m Q~, LOT 20 ~
i \ _ z
\ ~ LOT 1 ~ ~ ~ \ ~ ~ r ~ ~ v ~ ~ ; ~ ~ ~ , DATE: 8119102
i '
/ ~ .„i'~ 'i / ~ ~ , ~ JOB NO. 17951
/ % ~ i ~ LOT-9- ~ ~ I DRAWING: . 17951
n ~ ~ LOT 4 ~ OT.9 ' ~ ~ ~ ~ , DESIGNED; LMH
~ LOT 7 I ti LOT 2 ~ L LOT 8
OT 3 LOT 6 LOT 5 ~ ` DRAWN: LMH
~ ~ry CHECKED: ~ o%
~ , - ~ ~ a ' ~ ~ HORIZONTAL SCALE:
I r,q~, ~ ~ r9o ~ ~ ~ : \ _ 1" =100' ti
L~~1'9 /80 VERTICAL SCALE:
FES 1 _ ~ ~ NA
PIPFit~ B I
„GRAVEL CONS CTION SHEET NO. ENTRMCE/EXIT
. . . .
FES A i SA t
RUC
R-rs
CHAP 2a;BCP SCALE: 1" =100' L Rpgp S~,..` 60 ' p S. R 7 u8L'C 123 RJW 100' o 100,
200
0 F 12

_ _ _
J ~ LEGE LEGEND DITCHES Z
DRAINAGE Ul 0
LOT 37 - ' ~ /l_ TEMP. RC AREA C 110 010 DEPTH SLOPE ViD Td LINING Z TEMP. ROCK CHECK DAM FROM TO ao ° (inlhr) (cis) (ft) (°h) (fps Iblfl"2 - U
i LOT 39 (I )1 ) ~ ~ SAR5 28+22 38+66 0.66 0.500 7.22 2,38 D.5B4 4.14 2.33 1.51 SEED, NORTH AMERICAN GREEN 575 W ~
~ ~ = TEMP. INt TEMP. INLET PROTECTION SAR6 38+66 40+60 0.11 0.528 7.22 0.42 0.365 1.55 1.44 0.35 SEED, NORTH AMERICAN GREEN S75 Z N `o
~ I ~U I = SAR7 4D+60 42+00 0.07 0.522 7.22 0.26 0.290 2.10 1.04 0.38 SEED, NORTH AMERICAN GREEN S75 ~ ~
~ I STONE AI STONE APRON (SA} - , Z 0 ~ SARK 42+00 49+25 0.44 0.516 7.22 1.65 0,606 1.46 1.50 0.55 SEED, NORTH AMERICAN GREEN S75 W M
~ _._.--1.0~43~ I ~ I LOT 4?i TEMP. SE SAR9 49+25 56+85 0.51 D.499 7.22 1,84 0,565 2.86 1.93 1,01 SEED, NORTH AMERICAN GREEN S75 _
LOT 40 I TEMP. SEDIMENT BASIN (TSB} SAR10 56+85 CDS 0,60 D.350 722 1.52 0,505 3.68 1.99 1.16 SEED, NORTH AMERICAN GREEN S75 ~ ~
LOT 41 ~ i ~ ~ / ? ~ F-
LOT 36 p, ~ i LEVEL SP ,p ~ ~ LOT 44 LEVEL SPREADER ? SAL6 28+22 38+66 3.80 9.297 7.22 8.15 0.757 4.14 4.75 1.96 SEED, NORTH AMERICAN GREEN P300 h ~ Q
I G G I i TEMP.INt SF SALT 38+66 40+60 0.57 0.345 7.22 1,42 0.570 1.55 1,45 0.55 SEED, NORTH AMERICAN GREEN S75 • WNLL TEMP. INLET PROTECTION SALE 40+60 PIPE 1 5.53 0.325 7.22 12.98 1.182 1.52 3.10 1.12 SEED, NORTH AMERICAN GREEN S75 ~ ~ N ~
~ i I ~ ~ % (OPEN INl (OPEN INLETS) SF SAL9 PIPE 7 49+25 2.28 0.309 722 5.09 0.874 1.61 2.22 0.88 ~ ~
C~ 9 ~ a~ ~ 0 DRA NAGE TYPICAL I MR10 SEED, NOR1H AMERICAN GREEN S75 ~ U 0 TYPICAL ROADSIDE DITCH SAL10 49+25 PIPE 8 1.40 0.318 7.22 321 0.743 1.66 1.94 0.77 SEED, NORTH AMERICAN GREEN S75 ~ Z N U
FES 8A ~ EA SA 7 ~ SEMENT W Q=~ ~ SAL11 PIPE B 54+50 2.35 0.379 722 6.43 0.872 2.61 2,82 1.42 SEED, NORTH AMERICAN GREEN S75 W ~ ~ 3
TEMP. SIL LOT 35 ~ ~ TEMP. SILT FENCE SF ~ ~ ~ ~ Q SAL12 54+50 56+85 2.51 0.379 722 6.87 0.708 4.18 4.57 1.85 SEED, NORTH AMERICAN GREEN P300 ~ ~ O ^
- TEMP. SIL ~ ~ ~ TEMP. SILT FENCE OUTLET SAL13 56+85 50+50 2.60 0,388 722 7.28 0,735 3.86 4,50 1.77 SEED, NORTH AMERICAN GREEN P300 ~ ~ ~ ~ a
FES 8 - 1 PIPE 8 ~ 5 0 ~ - U 00 ~ ~ Z [JmW
/ ~ o _ CONSTRL CONSTRUCTION LIMITS ~-~~1 WR1 SADDLE 11+69 0.17 0.416 7.22 0.51 0.400 2.15 1.29 0.54 SEED, NORTH AMERICAN GREEN S75 - Z p ~ U = Z p='0
/ ~ o y~ ~ h TEMPORA f TEMPORARY DIVERSION DITCH TDO WR2 11+69 12+82 0.57 0.393 7.22 1.62 0.702 0.95 1.32 0.42 SEED, NORTH AMERICAN GREEN S75 U Q 2 ~ ~ J
- ' 18~ ~ I CHANNEL 5 Q 0_ WL1 SADDLE 11+69 0.27 0.373 7.22 0.73 0.443 2,48 1.48 0.69 SEED, NORTH AMERICAN GREEN S75
~ , TSB 15 WL2 11+69 11+71 0.06 0.502 722 0.22 0.230 0,95 1.63 0.14 SEED AS PER SEEDING SCHEDULE
a I LS TYPE A ~ cc
s0 ~ o ~p ~ STR1 SADDLE CDS 0.24 0.500 7.22 0.87 0.430 4.34 1.92 1.16 SEED, NORTH AMERICAN GREEN S75 N
LOT 34 s i ROP,INLET5
~ PIPE s ~ LOT 45 STL1 SADDLE CDS 0.72 0.369 722 1.92 0.571 4.20 2.32 1,50 SEED, NORTH AMERICAN GREEN S75 2.0' 2.0' ~
LOT 48 LOT 47 LOT 46 LOT 49
G~~ - `~~g1'~ BUR1 SADDLE 11+20 0.08 0.521 7.22 0.30 0.290 4.14 1.44 0,75 SEED, NORTH AMERICAN GREEN S75
EXISTIN EXISTING GRADE ~ i BUR2 12+85 14+79 0.14 0.492 7,22 0,50 0.351 4.05 1.62 0.89 SEED, NORTH AMERICAN GREEN S75
1- - - ~ ~ BUR3 14+7g CDS 0.15 0,584 7.22 0.63 0.400 3.25 1,58 0.81 SEED, NORTH AMERICAN GREEN S75 1- -1Tf- -1T(- ~•7 o z~ iT~ -
=1 ~ . ~ L-I 11-1 I f; ~ T=1 11-1 I f~1ml I ~~-I I J,'I j I' ~'I 'T III- BULL SADDLE 11+26 O.B2 0.438 7.22 2,59 0,621 4.14 2.69 1.60 SEED, NORTH AMERICAN GREEN SC150
~ LOT 50 ~1 ~ ~ _ ~ - ~ ~ ~ BUL2 12+74 14+79 0.33 0.383 7.22 0,91 0.440 4.0 1,8 .1 5 8 1 1 SEED, NORTH AMERICAN GREEN S75
i _ ~ I I I_ ~ ' i I' BUL3 14+7g CDS 0.17 0.546 7.22 0.67 0.400 3,74 1T0 0.93 SEED, NORTH AMERICAN GREEN S75
~ ~ I _.._L
TEMPORARY DIVERSION DITCH
LOT 33 % I DRAINAGE PIPES
J ~ I DRAINAGE 10 145 QY5 HwlD DIA TYPE LENGTH SLOPE
FES 7 LOT 51 ~ ~ LOT 55 ~ i PIPE 7 ~ LOT 54 AREA (AC) Cc (MIN) (INMR) (CFS) (IN) (FT)
LOT 56 4 5.53 0.332 10.67 6.88 12.83 0.95 24 RCP 52 5.00 VAR. 5 5.72 0.339 5.07 8.17 15.82 24 RCP 127 2.00
~o o 6 5.72 0.339 5.21 8.14 15.78 24 RCP 60 2.00
7 2.66 0.321 7.48 7.60 6.49 0.95 18 RCP 58 1.00
LOT 53 ~ ~ l ` ' ~ EXISTING GF EXISTING GRADE 8 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 57 1.00
FES 7A / CHANNEL 4 -m-r NE r ~ ~ t TSB 14 - - III=1 I =1 I I=1 ~ I-_2•~ 21 = ~ I-1 ~ - 9 3.91 0.339 5.00 8.19 10.86 0.85 24 RCP 63 3.17
Il'HERS LA sA s ~ 111-111_ W P~E i ~ LSTYPEA - - IC R(W ~l , ~ I-III-I -1 I I-1 I I-111-1 I I- ~ - I I-1 I I-1 I I-1 I I.
50 PUBL UGG RIW ° B ~ III-III= ~ ~ V8~1 ~ 30' DRAINAGE III=III-III-III=III,~,III; _ _ _ _ = II1=1II-1I1=1II ~ ''-III; III.III-III-III-III-III=III ; i DRAINAGE STRUCTURES
5O P s iEASEMENT / ''-111,;,111-111,;,111=111,;,111; ~
LOT 32 _ ~ .J ~p = ' TSB'13 a i . f III_ i RIM INV. IN INV. OUT ELEV. ELEV. ELEV.
~ ~ Op n ao LS TYP~~ ~ ~,.c~ . ~ ~ FES 4 164.32 ~
t 2~ / a LOT 5 ~ OUTLET CHANNEL SECTION DI1 1ss.e1 161.72 161,33
USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART JB 2 169.07 158,79 158.69
I ~ ~ ~ ~ ~ 'FES9 FES 6 157.49
' ~ PIPE 9 ~ a LOT 57 ~ T 612 l ,o A FES 7 175.87
~ ; e LSTYPE~•A'' ~ "Q FES 7A 17529
~ LOT 34 ~ ~ \ ~ ~ a~ ' FES 8 177.33
LOT 33a ~ Vic' ~ TSB 11 A \ LS TYPE A ~ 6' 6' 5' FES 8A 176.76
~ s i.OT 59 LOT 58 \ PA FES 9 158,00 ~ PAVEMENT SHOULDER DITCH DITCH
LOT 32a ~ SEPTIC , ~ \ Fr_S ~A ~ \ EASEMENT i ~ ~48 \ GRppE FES 9A 158.00 ~X1S
\ \ ~i a \ ~ \
i / / 0833- 4:1 ~F:, TRIPLE CMP (CALCULATED . ~ !SGS WATER RESOURCES INVESTIGATION REPORT 96-4084 PROCEDURES)
v v / v ~ \ ~ DRAINAGE DRAINAGE IMPERVIOUS RURAL URBAN HwID DIA LENGTH SLOPE INV. IN INV. OUT
TSB ~o / ~ LSTYPEA • . , \ / AREA (AC) AREA (MI"2) AREA (90) RC DOFF (CFS) RUNOFF (CFS) {IN) (FT) (°k) ELEV. ELEV.
/ - L.01~60 \ 879 1.4 18 584 980 1.53 72 100 0.30 115.10 114.80
LOT 31 / \ ~ ~ . o. ti
/ ~ I ~ ~A ~ ~ G~ ROADSIDE DITCH ARMOR STONE APRON OUTLET DI IPAT R SS 0 S
TDD \ D / ~ \ 0~ ~ U; TSB 9 \ PIPE 5 / / \ \ NF\ ~A A USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART I O Q V V t,:~s~e;?s.
/ / ~ \ GSF 9 9~i (SADDLE RIDGE DR.) IN~HR CFS CFS FPS FPS L x W x D ZONE STONE , '~,t. sr, ( ) ( ) ( ) ( ) ( I , ~l . k~,c
/ / CHANNEL? ~ \ \ ~i 9 \ ~ ~ / LS TYPE P \ \ pq\ B 4 224.12 231.48 7.93 8.19 25' x 22.5' x 2' 3 CLASS 1 , ' . ~ S i j ~'i
\ ~ ECK ~i B G,~ Ao • \ 9ti~ T 5 6.01 11.61 31.93 9.25 10.17 12' x 8' x 1.5" 2 CLASS B s°°,>
o A DAM \ V\ BG \ \ T ~ FES4 \ 62 I T 1 \ ~F\ ~ 6 6.66 5.70 10.48 6,00 5,94 6' x 4.5' x 1' 1 CLASS A o C';1:- P• 'o e ,._.i'Fa., -
\ PIPE 8 ~ 6 S \ ~ PIPE 4 ~ 0- \ \ \ \ 20' DRAINAGE ) > n,? F 7 7.22 4.52 10.48 5.64 5.94 6' x4.5' x 1' 1 CLASS A ~ .~~;.~~;3
~ FES 6 ti \ / F ~ EASEMENT TDD 4 ~ ~ ~ V A 6' 5' S' 8 722 9.5T 40.19 10.50 12.80 12'x6'x1.5' 2 CLASSB I. 0~~'~~~;~~ t, ° a ,
TSB 8 ~ ~SA 5 ~ S~ V\V ~ PA o ~ ~ \ \ ~ cSO, l o A \ PAVEMENT SHOULDER DITCH DITCH G~OE F
~ ~ / A \ \ 9ti \ CHANNELS ,
G 0 s \ ~ 9 ~ \ ~ .0833 P~' 31117 DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES BO'ZOMWIDTH
~ ~ ~ . F A~ ~ ~ ~ \ > I o AREA(AC) Cc INIHR CFS % FT FT FPS LBIFT^2 FT ( ) ( ) O ( 1 ( ) ( ) ( ) ( )
LOT 62 \ S / L ~ / ~1r o, ~ 3 5.80 0,339 722 14.20 4.97 30 0.623 4.35 1.93 SEED, NORTH AMERICAN GREEN SC150 2:1 4 m ~
LOT 30 ~ a ~ ~ ~ / 4 0.49 0.471 7.22 1.67 13.27 220 0206 3.35 1.71 SEED, NORTH AMERICAN GREEN SC150 2:1 2 J
~ ~ / ~ ~ 5 3.28 0.379 722 8.98 4.91 100 0.500 3,60 1.53 SEED, NORTH AMERICAN GREEN SC150 2:1 4
~ / ~ \ ~ / ROADSIDE DITCH ARMOR
CONSTRUCTION SE UENCE PHASE 2 \ / Q _ \ U. USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART TEMPORARY DIVERSION DITCHES z
/ (BUGGY LN., WITHERS LN. & STIRRUP LN.) Q DRAINAGE Cc 110 010 SLOPE LENGTH DEPTH V10 Z m
1 \ 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE AREA(AC) (INIHR) (CFS) (/o) (FT) (FT) (FPS) C) Z
LOT 63 3 3.90 0.311 722 8.76 4.29 35 0.920 5.18 ~ W
PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE U ~ 4 0.54 0.310 7.22 1.21 3.33 30 0.460 2.88 ~ N 0
FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, 5 4.89 0.323 722 11.40 5.00 30 0.987 5.86 Z 0 W
ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN ~ APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM 0 0
NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT (n D TEMPORARY SEDIMENT BASINS - a
~ s WORK WILL N T BE INTERR PTED E LA PPROVED PLANS. ` ~ 0 U DU TO CK OF A / \ > Q REQUIRED PROVIDED ~J,J
~ , ~ \ 2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, , DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN MIN.
~ ,y ~ ~ \ CLEARING, OR GRADING WITH THE OWNER OR REPRESENTATIVE ,THE CONTRACTORS P \ ~ SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENSIONS WEIR LENGTH BASIN TYPE (AC) (AC) (SOFT) (SQ FT) {CU FT) (CU FT) (W X L X D) (FT) W O
~ ) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL ~ ' ° 6 B 0.77 0.66 831 882 1188 2646 21' x 42' x 3' 6 Q
PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. \ \ 7 B 3.90 0.88 3815 3872 1584 11616 44' x 88' x 3' 8 ~ M
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ~ ~ \ 8 B 0.54 0.11 526 528 198 1584 16' x 33' x 3' 6
ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION lOT 29 ~ _ ~ ~ \ ~ 9 B 4.89 0.74 4967 5000 1332 15000 50' x 100' x 3' 10 W
~ CONTROLPLAN IN THE MAILBOX. THE CONTRACTOR RESPONSIBLE FOR EROSION CONTROL \ / 1 1 4 m , 10 B 0. 3 0.13 143 62 234 86 9' x 18' x 3' 6 ~
~ ~ . MUST CHECK THE MAILBOX DAILY. \ / _ _ 11 8 0.14 0.14 154 162 252 486 9' x 18' x 3' 6 Z / _
\ \ 4. INSTALL TRIPLE CMP AS PER PLAN INSTRUCTIONS. ~ 12 B 0.59 0.53 640 648 954 1944 18' x 36' x 3' 6 DATE:
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. ~ \ \ ~ ~ / / ` \ 13 8 0.33 0.33 363 392 594 1176 14' x 28' x 3' 6 8119102 JOB NO.
\ CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE LOT 28 TSB 6 \ ~ ~ / ~ 14 B 0.49 0.49 539 578 882 1734 17' x 34' x 3' 6 17951 / ~
THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. \LSTYPEA ~ / 15 8 3.28 1.91 3353 3362 3438 10086 41' x 82' x 3' 8 DRAWING; PEA / ~ ! „ ~ 17951
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO ~ ~ ,~20~ ' 20' i ~ ~ DESIGNED:
DI T B A A FT WITH T PR T TIVE COVER FOR MORE THAN 15 WORKING DAYS. / ' ~ ` 7~ ~ S UR ED REA SH LL BE LE OU 0 EC LOT 27 \ ~ ,,o' LMH 7, DRAwN: LMH
T~IP~E - 7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION ~ TIP E' -
. MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. ~ l ~ . CHECKED: LOT 26
TDD 3 / ' ~ ~ ~ 8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD RESEEDED ~ TSB 7 y , j/ ' iyF HORIZONTAL SCALE: r ~ ~ • / ~„=100'
OR LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ~ LS TYPE A
ACCORDING TO DITCH DETAILS. 11' ° yF VERTICAL SCALE: "v' ~ NA ~M TSB 4 ~
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. ~ LS TYPE A
an nrrn nnin ernnu i~r ni i nier~ innrn nnene ~ ~ ~~R r cu~Gr nln
I V. OCGU MIVU O 1 fADILiLC /ALL UIO I UISDGU MRCMO. r?` SPOIL AREA
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL / / ago J sooo 1 !
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 3
12, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. 9E
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS. / y 2 .
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. Ts P~'P ~TYPe A Ts LOT 25 SCALE: 1" =100' Y : SrTYPE.A
x 100, 0 100, 200
TOTAL DISTURBED AREA: 7.66 ACRES ; OF 12

_ _ _
CARRY RIPRAP UP 1~ MIN. 2' MIN. ( TYPICAL CHANNEL LINER INSTALLATION NOTES: Z ~0
SIDES OF SPILLWAY 1' MINIMUM ' VEGETATED MAT LINER' NORTH AM1f GA'^!W GREEN P300 PH3 I A WASHED STONE PAD TO BE 50'L X 25'W X 8"TH MINIMUM. IF THE AAl01NING RDADWAY IS Z WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE AAl01NING R(IADWAY,
MIN. BERM ELEVATION FREEBOARD nusoseeowtssruvoAC,Rass I B. TURNING RADIUS SUFFlCIENT TO ACCOMMODATE LARGE TRUCKS 15 TO BE PROVIDED. ~ U C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILftY BY ALL LU ~
~OIY MAX, STORMWATER CAPACItt ~ I - - _ _ vueABI.E CONSTRUCTION VEHICLES, W ~ D. MUST BE MAINTAINED IN A CONDmON WHICH WILL PREVENT TRACKING OR DIRECT FLOW Z to .O
~5 WASHED STONE 3' MIN, j FLOOD STORAGE ZONE OF MUD ONTO STREETS, PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY; KEEP rr~n1 Z ~ (0 ) SOME HANDY. V
4' MIN AF E. ANY MATFRW. WHICH STILL MAKES R ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. Z O ~ N w U M
NA7FRIAL I I Ii srAPtFnIN I- I 1,5' MAX. SEDIMENT DEPTH ~1 Rlp_ "r` - j! I NORTH I. s•
B' MIN. - - - .III=1 i t AMERICAN \ y (,5 cm) o /i /i ~
r - i - - - ~ - - BASIN IS TO BE CLEANED WHEN 1' MIN, '-I ~a ~-III=III=III=1 - m - = I ~ _ II-III i SEDIMENT REACHES THIS LEVEL 15' MIN, _ _ _ _ _ - _ _ - - = I- t. -1, / / ~ F V ~ GREEN
- - - - _ - - - - i III III III III III _III___ __I ~ -III III I ~ ~ 2 - x i 0 jl (1 cm) y ~
SECTION THRU BASIN AND FILTER ~ I -I = _ _ _ ~uwm = _ _ - _ _ _ - I- !y I I-I I I_I I I_I I I_I I. ~ _I I I_I I I-I i i_ I ~ ~ _ _ _ I I III III III I ~D~ ~ w N
EXTEND CLASS 1 RIPRAP _I I I- I = - - - - - - - - - I ~ L r .d.•,'.''' ~ III-III-~ _I I I_I I I_I I I_I I I_I I _ I_ I-I ~ '.:.:..'e'.'. , _____III II UP SPILLWAY SIDESLOPES X10 "-I I 1=~ I I ~ - - - - - - -I 1 1 Did ~ N M
w ~ ~_-I I I_I I I-I I--- I- I III III II 10' MIN. \ ' ' '-III-III-III-III-
~ 3' y,
1' MIN. FREE BOARD R * * I a 5f * , ,vnvsr~a';¢vrr;;.ISti}Y+vR~iriik~.,~,;r,~r+ra,;,v~y' p DIMfNr 1 IE1kl SPREADER DETAIL -CROSS SECnON
J' . . 'r;~'rl?riiii'2~'ti;ti~'i'r'~tifr,~}iii;~lilti~Y~'1,'ritiii?i~i~i;~lti~iili'i'r,;ii+~
3' MIN. ;v;,ti;'rvr;rs,~;,'rr;,'a,;;r,v;w;;;;;~, ~ ~R . Xtitif• „a., ~l I ~ihli~iki'''rIirii}'r.;v;?;tivi;R+rYi+ri;v~'r~r'rk pp 9fgM \ , , , iv~iviii~ni'rEiilv8~8v'r'r 5 WASHED STONE ' . ~ ~ r ^ ~ • (10 cm) ; 6" MIN ~ , ~ H - <n U
~ ~ ~ VA \ . I~tIC~IF~ll~lk~l" I 11/f
/ ] , , WASHED STONE Y r ~ ~ J
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW " • ~ /VA//~
~ \ II 0 ` - NOTES: APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS I \ ~ ~ cm-1 . cm) UNT1L SRE IS STABILIZED, FREQUENT CHECKS OF
M / TEMPORARY SEDIMENT BASIN ,~A,~ • • • . • • THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
ol~EaaaN . , n o anAeE • . \/i///~ AA//VA~ //AAj/A . . /~/i/ vv~vv~ , , • , • , • , • , • B TEMPORARY GRAVEL CONSTRUCTION .
. • . ~ . • . . ~ . s~aPE g• /iv/i~T ~ ~ ~ ENTRANCE EXIT
• • • • srASUan
` . • © ® LENGTH
• • • • • • 1, PREPARE SOIL BEFORE INSTALLII BEFORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPIfCATION OF LIME FERTILIZER AND SEED. NOTE: .e , ,
WHEN USING CELL-O-SEED DO • ~ ` ~ • ~ ~ y • ~ ~ ~ • • ~ V 2. BEGIN AT THE TOP OF THE CHI CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN,
\ / WITH APPROXIMATELY 12 (30cn TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH 3 0 MAYFLY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE t~ o
\ \ ° / ~ ~ ~ ~ ~ • . " • ~ BLANKET WITH A ROW OF STAPI ~ . • • AND COMPACT THE TRENCH AFT A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFlLL o e~ THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
~ ~ ` OF BLANKET BACK OVER SEED / ? • . w • • p ~ ~ \ ~ ~ ~ ~ SPACED APPROXIMATELY 12 (3 SACK OVER SEED AND COMPACTED SOIL, SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES p OXIMATELY 12 (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ~
CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) ~ / ~ ~ ~ ~ ~ ~ ~ ~ ` 3. ROLL CENTER BLANKET IN DIRE( BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SIDE RIP-RAP °
~Ow ~ ~ / / ~EVa sPeEADER cerAlt AGAINST THE SOIL SURFACE. A SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
~ \ IN APPROPRIATE LOCATIONS AS SHOULD BE PLACED THROUGH ! iE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM"', STAPLES/STAKES ° LACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. tt
coasmucnoN s+Eancnnavs ~ CLASS 1 RIP RAP HEADWALL 4. PLACE CONSECUTIVE BLANKETS INVERT t. THE NAT1eI0 SHWU) E£ A AANINUM OF A-FT, HIDE EM1EImINO a INCN3 01Eit 1ME UP AND BUPom ^ TI K N R N H N ME WITH A 4"-6" 10 m-15cm OVERLAP. USE A OUBLE ROW OF 1 J „U VE BIAN ETS E D OVE E D (S I GLE S ) ( c ) D J
FLOW--~ PIPE eAalNU~ a~onnl".r ar~~o ANO ~ ~~r H~ i ~ ~TM ~v ~A n1DNE~w• Dun• STAPLES STAGGERED 4" (10cm) 'GERED 4" (10cm) APART AND 4 (tOcm) ON CENTER TO SECURE BLANKETS.
\1 ~ " NRE STAPLES Ar IEASr t2 INCHES ~oea 5. FULL LENGTH EDGE OF BLANKET j ~ ,r. , _ ' 2 ENSURE 7HAT 1ME SPREADER UP IS U?Rl. FOR UNFORII 9PREADINO OF STOAN RUNOFF, _ - ~ a caNSmucr 1NE tE4Ei. sP~ADER aN UNDISn1RAFD sd~ Npr oN n 12" (30cm) APART IN A 6" (1 E EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY P ANN ,PART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
~ ' ~ 4. cansmucr A so-Fr. mANSnax sECnoN rxaN THE a~nsa+ au+~ia m a~NO sNaoaaY ro ~ wDTN ANO OFPTH of THE SPREADER. ~ /~~~~~~~~~j1 ~ ~ / ' a Raarr rxaN THE sPwE~n¢t AOROSS A moPmEr srA~uaD s~ Nor m E>r~ 6, ADJACENT BLANKETS MUST BE I EXISTING GRADE JuKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TNL DRCH
SfOIMf 1~~~~~~~/j #5 WASHED STONE. i' THICK X 3' HIGH MIN. a NUmIANT~EI.Y~AF~iFItNE~s~EI~s~~~aw~Per~w~on~~olcErrrtowc>~aucaNCa+mAnNa TO ENSURE PROPER SEAM ALIG Tar sm AND NuIDx THE ENTAtE DIS7URBFD ~ STORAGE AREA / AREA of THE sPREMER. WITH THE COLORED SEAM STITCI ROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN FLARED END SECTION (LENGTH AS REQUIRED)
ORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
~ ~ 7, iN HIGH FLOW CHANNEL APPLIC, ` ~ A DOUBLE ROW OF STAPLES ST CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE RIP-RAP W OF STAPLES STAGGERED 4 (tOcm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL - _
CONSTRUCTION PARAMETERS ~ / I TYPE ENTRANCE 1:' OTH DEPTH END WIDTH LENGTH 8, THE TERMINAL END OF THE BLI F ~ END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
t IN A 6 (15cm) DEEP X 6 (1 t~4IEi GRAVEL & RIP RAP FlLTER BERM A 10' 0.5' 3' 10' n) DEEP X 6" (15cm) WIDE TRENCH, BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
~ BASIN DETAIL IS DESIGNED TO PROTECT B t6' 06' 3' 20' A C 24' 0.T 3' 30' B NOTE: SECTION
PERSPECTIVE VIEW ACRES ORIPLESS~ERTS THAT GRAIN 10 D D 24' 0.8' 3' 40' B C CRITICAL POINTS « HORIZONTAL STAPLE SPACING SHOULD BE ALTERED FlLTER FABRIC
E 24' 0.9' 3' S0' F 24 1.0' 3' DO' A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE ~ B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE g ~ RIPRAP FES SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm} MAY i1
B -B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
4 LEVEL SPREADER ~ ARFAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT C
(CUT, FILL, ETC.) 11 FLOOD STORAGE ZONE RIP RAP HEADWALL 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040
1' 2' m NATURAL www,nagreen,com
1 5 3' `-_--GROUND SEEDING SCHEDULE
1.5 ~ FLOW-~ ~pw (REVISED: 1-1-86)
~4IE, CLASS 1 RIP-RAP FILTER FABRIC DIMENSIONS ARE
MINIMUM ACCEPTABLE X57 WASHED STONE UNLESS OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) , 6 INSTRUCTIONS FOR DITCH LINER Shoulders, Side Ditches, Slopes (Max 3:1)
NOTED. 11 DATE TYPE PLANTING RATE
Aug 15 -Nov 1 Tall Fcacue J00 Ibs/acro
SECTION THRU BASIN, FILTER AND CULVERT PIPE Nov 1 -Mar 1 Tall Fescue 300 Ibe/acro e Abnnsf Rye 25 Ibe/acro
Ysr 1 -Apr 15 TaA Fescue 300 Ibe/acro
Apr 1S -Jun 30 Hulled Common Bernsrdagraee 25 Ibe/oae
2 TEMPORARY INLET PROTEC110N Jul 1 -Aug 15 Tab Feecw arxl 120 Ibe/ocro '"+Browntop Mlllet 35 Ibe/ocro
'++or Sorghum-Sudon Hybrids 30 Ibe/ocro
4' Slopes (3:1 to 2:1)
- _ , Mar 1 -Jun 1 Sericea Lespedeza (acarlRed) 50 Ibs/ocre
SILT rFv~~c SILT FENCE. ~ M. & ,
A 1"DIAMETFU wA$NED (Mar 1 -Apr 15) Add Toll Feecue 120 Ibe/acre ` ~'r'`~" A t,~~,; ; (Mor 1 -Jun 30) Or Add Weeping Lovegroee 10 Ibe/acro ~ 1 ~~~'v~o
STOF.F ~ STONE. 2 ' ' w~ ~ 't ' (Mar 1 -Jun 30) Or Add Hulled Common Bermuda roes 25 Ibs acro u g MAR g ~~t 9 / i1 .
EXISTING ~r Jun 1 -Sep 1 •+~fall Fescue and 120 Ibe acro ~ , <~f,.,~i,,,. ,i.' / n-.'
GROh'~'^ ~ ' +'+Browntop Millet 35 Ibe/acro ~ , i r. 1 , ++'or Sorghum-Sudan Hybrids 3D Ibe/acro ; r ` ;
r }i l ' Sep 1 -Mar 1 Sericeo L,espedezo (unhulled-unscorified) 70 Ibe/acro
~ ~ 3-~ _ OPEN and Toll Feecue 120 Ibe/acro INLET (Nov i -Mar 1) Add Abruzzi Rye 25 Ibe/acro =
• } Gv fd J
8' i ,
J
INSTALL A SILT FENCE OUTLET AT ANY LOW POINT IN A SILT FENCE THAT COLLECTS BETWEEN ACRES AND 1.0 ACRE OF DRAINAGE AREA. v 'y , CaneuR Conservation Engineer or Sall Conservation Service for Q ~ ~ ~ v, additional information concerning other altemativee for vegetation of W
denuded arose. The above vegetation rates aro those which da well under p
8tl.T FENCE OtlRET local conditions; other seeding rote combinotiane are possible. ~
Z W +++Tem oro ~ ~ p ry -Reseed according to optimum season for desired permanent H Q
vegetation. Do not allow temporory cover to grow over 12" in height beforo 0. ~
4-8" Diameter Riprop Spillway NOTES: 8' OC MAX '•1 mowing, otherwise fescue may be shaded out. U N
r _ _ 1) TOTAL DRAINAGE AREA FLOWING W J
10 Z ~ ~ SEEDING SCHEDULE 0 w
-III-I° 0 ° 0 ° 0 ° 0 1' Min. 2:1 0 ° 0 ° 0 ° 0 °i-III- FENCE MAY NOT EXCEED 1 ACRE. NCE 0 Q O V V V V V V O O O O-_ 2 SILT FENCES SHOULD NOT BE SiLi ~ -~0000000000000rIIi-II ) -III_. , _ 11 ~ ~
O O O O O O O O O O O O C`- USED AT PIPE OUTLETS OR IN - - - O 0 0 O 0 O O O O 0 0 O ~=III=III- AREAS OF CONCENTRATED FLOW I I I ly FLOW OF WATER -III-I I I_I , YNRE MESH. 1/4" OPENINGS. (TYP.) J' TALL METAL POSTS. (TYP.) - ~ 1,5' BURIED, 1,5' EXPOSED. ~ W
~0°°°000°0°000000000°0°0_ _ _ (CREEKS, DITCHUNES, swALES I I I I I ~ G-III-III-II III PR I-III-III-nooooo0000o ETC. E 1/2" olA sTONE. (TYP.) W o (~i7 OOT WASHED STONE,) Q
===~ooooaoooo~=== ' ~ Et~SZOR1'G 0 0 0 0 0 0 0 0 0 0,-III- I I-III- D1M -I -i I I_I i I . , _ _ ~ SE
- - - ° ° ° O ° O ° O ° O ° O ° O ° O ° ~ - - - TO INCREASE STORAGE CAPACITY AND ~O - _ _ I I 1 _III-III-11I-I I IIIIIII ~Y,Y,~~~~~n„ , , 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES w o DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. < c
PROLONG THE UFE OF THE SILT FENCE, IT o Fr n ~ W IS GENERALLY ADVISABLE TO DIG A ~ M
Eefeting Channel Banks SEDIMENT PIT IN FRONT OF YOUR SILT FENCF. wNEvEVER POSSIBLE. 2' 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ o L5 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
The dawnstroam toe of the atone tllter must be LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. w
wider than the top width of the ep~lwoy to 12 CADGE 4"XA' OR 2'X4' WELDED WIRE provent ouHlow eroding the channel banks. HOOKED ONTO PERFORMED CHANNELS ON _ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~
STEEL POSTS. (NO WOOD POSTS) ) y ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW Z
ULTRANOLET RESISTAM (BLACK) MIRIFl 5.) CONTINUE TILLAGE UN11L AWELL-PULVERIZED, FIRM DATE: 8119102
Top of Berm or Channel FABRIC OR EOUIVALENi SECURED TO WIRE 2' Min, W/ METAL CUpS OR WIRE AT 8` OFF ~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, JoB No: 17951
CENTER. 1' Mtn. J U U , .5'
J J° O o 0 o O 0 V~ Croat of Spillway MAX, SEDIMENT STORAGE LEVEL REMOVE SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK DRAWING: 17951
1" Diameter Waehad ~ (7 0 ~ ° C~ ° n 0 ~ 0 0 L SEDIMENT WHEN THIS LEVEL IS REACHED OR Stone FlRer i Thick ~ u u u u , AS DIRECTED BY CONSERVATION INSPECTOR. 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. DESIGNED: LMH
,,°o°o°o°o°a° 0 0 0 0 0 0 0 0 ~ 0 1"DIAMETER WASHED
.,''o°o°o°o°a° 0 0 0 0 0 0 0 0 0 1 " 8"^ .'0°oOOOQOOO° 0 0 0 0 0 0 0 0 0 0 3:1 Slopo h l - ~ TRENCH, COVER W/ SOIL do TAMP BACKFlLL. - 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR DRAWN' LMH
'°o°c°o°o°° 0°0°0°0°0°0°0°0°0°0°0°0 - 0000000°0,°• 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEET DRAINAGE (ONLY) RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF CHECKED: STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING
o°°o°°o°o°o°°~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ORIGINAL LIME, FERTILIZER AND SEEDING RATES. HORIZONTAL SCALE:
O O O O O - NATURAL GRADE 0 0 0 0 , t' Min. CARRY APPROX.12" OF FABRIC INTO NA 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT VERTICAL SCALE;
CutoN tronch bock811ed with , 0 ~ 0 ~ 0 ~ atone to tb inter Into ~ ? - - - AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. NA
eMleting ground and provent ~ falluro,
N u:_ a CARRY 6` OF WIRE INTO TRENCH.
- nr•rLT. nurvwuvrvwL UMWIVI`IC - L IVIVD/ AlR[A kJ una/ of-lr-GI INV. ACRE IN CLAY SOILS)
SECTION STEEL P0515 O 8' O.C. MAX.. (NO WOOD Pp515)
SECTION A-A FERTILIZER - 1,000 lbs. / ACRE -10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
TEMPORARY CHECK DAM 5 TEMPORARY SILT FENCE THIS TYPE OF INLET PROTECTION IS FOR CATCH BASINS, CURB MULCH -2 TONS / ACRE - SMALL GRAIN STRAW INLETS, YARD INLETS, AREA DRAINS, AND JUNCTION BOXES ANOTHER - ASPHALT EMULSION ® 300 GALS./ ACRE
BEFORE AND AFTER THE TOP OF THE STRUCTURE IS BUILT.
7 TEMP. INLET PROTECTION -
„ „ SEEDBED PREPARATION OPEN INLETS „
E 7 OF 12

CONSTRUCTION SEQUENCE PHASE 1 2.0~ 2.a~ o~ LEGEND VICINITY MAP z o~ ~ ~
G~ z ~
tJ~S~ F, i <J~S~ TEMP. ROCK CHECK DAM ~ ~ U F, i W ~
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE EXISTING GRADE _ _ - - - 2. W ~ Z to - - - TEMP. INLET PROTECTION _ z
APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING; APPROVAL OF SUBDIVISION ~ _ - ~ _ _ SITE ~ ~
OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; 1 ~T(=~I _ _ - _ _ TIII~~I III - ~ STONE APRON SA Z ~ ' ( ) w U ~
EROSION CONTROL PLAN APPROVAL AND GRADING PERMIT• ZONING COMPLIANCE PERMIT; DRIVEWAY ~ ~ ~ ~ ~ - ' l~ ~1 - ,~1~ = r~ II it I. 1 S.R. 1123
PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THA ~ 'n _ TT' ~ m ~ TEMP. SEDIMENT BASIN (TSB) ~ p ~ N
WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. ~ W ~ ~ ? ~ ~ F
2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING, OR TEMPORARY DIVERSION DITCH 'H LEVEL SPREADER LS ? ~ p x
GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE X ~ wc^v`~ TEMP. INLET PROTECTION ~ > N c~
DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND (OPEN INLETS} X ~ ~ E 0 Z 0
THE EROSION CONTROL PLAN. TYPICAL ROADSIDE DITCH MR10 _ ~ ~ N
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR AT THE VAR. CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. Tf•IE LLJ Q 2 ~
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY. ~ 0 TEMP. SILT FENCE SF v / 0 p ~ o_
4: INSTALL TEMPORARY GRAVEL ENTRANCElEXIT, PIPE 1, AND SILT FENCING, ExISTING GRADE H 0
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. CONSTRUCT ~ ~ ~ ~ ~ 21 = ~ ~ TEMP. SILT FENCE OUTLET S.R. 1122 ~ U 0 ~ w Z_ U m w h
ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE THROUGHOl1T ~ ~ ~ ~ ~ - ~ ~ 21 = I I 1=1 ~ 1= z o J U _ _ _ CONSTRUCTION LIMITS n~~ g = o ~ _ I I_I I I_I I I_I I I. z o_ 0
III-III=111_111-111,;,111,,,_ _ _ _ =III=III=III= CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. I I=III=~ I=III=~ I =III=~ _-III-III-III-11I-~ U Q ^
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL, NO DISTURBED AREA ~ i= _ _ _ _ =III=III=III=I (=1 ~ TEMPORARY DIVERSION DITCH (TDD) - ~ ,w -1' NOT TO SCALE Q
SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. ~ ~ I- I_.,I I I-III-,I ~ I~
7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION MUST BE
INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. OUTLET CHANNEL SECTION ;CTION DITCHES r'
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED OR USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHA 2EQUIRED ON CHART DRAINAGE 110 Q 10 DEPTH SLOPE V10 Td LINING
LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACCORDING FROM TO ~ac~A Cc (inlhr) {cfs) (ft) (ips) (Iblft"2)
TO DITGH DETAILS. SARI SR 1123 13+05 0.30 0.471 7.22 1.02 0.410 5.16 2.05 1.32 SEED, NORTH AMERICAN GREEN S75 ~
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. SAR2 13+07 PIPE 2 1.43 0.342 722 3.53 0.826 4.60 3.01 1.80 SEED, NORTH AMERICAN GREEN SC150
10. SEED AND STABILIZE ALL DISTURBED AREAS, 6' 6' 5' SAR3 PIPE 2 20+34 0.32 0.266 722 0.62 0.395 227 1.33 0.56 SEED, NORTH AMERICAN GREEN S75
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL. PAVEMENT SAR4 20+34 25+32 0.34 0.479 722 1.18 0.397 6.54 2.49 1.62 SEED, NORTH AMERICAN GREEN SC150 ~ PAVEMENT SHOULDER DITCH DITCH GRppE
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. EXIST.
12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. SAL1 SR 1123 13+05 0.31 0.480 722 1.07 0.420 4.94 2.04 1.29 SEED, NORTH AMERICAN GREEN S75
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS. .0833 4, SAL2 13+07 18+31 022 0.503 722 0.80 0.380 4.63 1,85 1.10 SEED, NORTH AMERICAN GREEN S75 ~ t M~ z~`
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. SAL3 PIPE 2 20+34 0.06 0.530 722 0.23 0.250 4.01 1.30 0,63 SEED, NORTH AMERICAN GREEN S75
SAL4 20+34 PIPE 3 0.19 0.443 722 0.61 0.343 4.59 1.72 0.98 SEED, NORTH AMERICAN GREEN S75 SAL5 PIPE 3 25+32 0.54 0.438 7.22 1,71 0,376 8.55 4.03 2.01 SEED, NORTH AMERICAN GREEN P300
TOTAL DISTURBED AREA: 5.34 ACRES \ \
BRR1 SADDLE 11+03 0.05 0.532 722 0.19 0250 4.18 1,31 0.65 SEED, NORTH AMERICAN GREEN S75
/ ROADSIDE DITCH ARMOR BRR2 11+03 CDS D.33 0.553 722 1.32 0.530 3.3D 1.92 1.09 SEED, NORTH AMERICAN GREEN S75 J
~ ~ USE NORTH USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART
(SADDLE RIDGE DR.) BRLt SADDLE 11+03 0.14 0.385 722 0.39 0.409 1.07 0,92 027 SEED, NORTH AMERICAN GREEN S75
BRL2 11+03 CDS 1.53 0.353 722 3.90 0.656 3.18 3.63 1.30 SEED, NORTH AMERICAN GREEN 875
/ ~ \ J
~ DRAINAGE PIPES
LOT 26 ` 6' 5' S' DRAINAGE C tc 125 Q25 HwlD DIA TYPE LENGTH SLOPE AREA (AC) c (MIN) (INIHR) (CFS) pN) (FT) (°k)
i i5F PAVEMENT PAVEMENT SHOULDER DITCH DITCH G~pE 1 2.40 0.340 5.00 8.19 6.68 1,00 18 RCP 90 1.00
9F ~I EXIS 2 1.75 0.371 5.00 6.19 2.66 0,51 18 RCP 78 1.00
~ ~ I ~t~`" TSB 4 ~ .0833 P~' 3 0.34 0.437 5.00 _8.19 1.22 <0.5 18 RCP 58 1.00 3.1 M 21<s` ~
x LS TYPE A ~ A,>;
SPOIL AREA T' ~ i DRAINAGE STRUCTI.IRES
.
5~ ~ .P ~ INV. IN INV. OUT ELEV. ELEV.
^ ry' K i ROADSIDE DITCH ARMOR FES 1 172.60
~~'a5~ ' ''SB 5 LOT 25 USE NORTH USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART FES 1A 171.90
F~` - ~S ryPE A i (BRIDLE CT.O FES 2 165.50
FES 2A 164.74
ll~ ° ~ FES 3 156.47
l ~ i ES 3A 155.89
/ \ T LO 18
~ ~ STONE APRON OUTLET DISSIPATORS
LOT 24 c ~
~ FES 3A ~ ~ 110 Q10 Qfuli . V10 V~p (INIHR) (CFS) (CFS) (FPS) (FPS) L x W x D ZONE STONE
SA 3 et ~ I 1 7.22 S.B9 10.48 6.06 5.94 6' x 4.5' x 1' 1 CLASS A
2 7.22 2.34 10.48 4.63 5.94 6' x 4.5' x 1' 1 CLASS A
IAT 17 ! Q' ~ ~ a S, ~ ~ , o G 3 722 0.54 10.48 2.97 5.94 6' x 4,5' x 1' 1 CLASS A
C,~,
/ ~ ~ ~ ~ ~ ' ~Q' ~ LOT 23 CHANNELS
/ UFFER ~ Q1 , 4 x FES 3 rym / IpNB ~ ~ PIPES 0 / R~PP~ / 1~-- .r o DRAINAGE 110 Q10 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES BOTTOM WIDTH '
EUSF ~ ~ ro ` ~ / ^ r: AREA (AC) Cc QNlHR) (CFS) (FT) (FT) (FPS) (LB1FT"2) (FT)
5~N / J j /i o n / / / / ~ k TDD 2 13~-MAR ~ ~ 1 2.19 0,363 722 5.74 0.60 40 0.890 1.71 0.36 SEED, NORTH AMERICAN GREEN S75 2:1 2
~ / / / TSB 2 FES 2 / / / i ~ ~ _ _ PIPE 2 2 2.05 0.388 722 5.74 4.17 250 0.582 3.12 1.51 SEED, NORTH AMERICAN GREEN S75 2:1 2
/ / FFE ~ , - - ~ - v
r / S~RIPpRj A~ ~ TDD 1 / / ~ - o' NEU LOT 11 t TSB 1 ~
~ ~ % / LOT 16 ~ _os ; o FES 2A ~ LOT 22 TEMPORARY DIVERaION DITCHES
/ SA 1 i I v / / ao r CHANNEL1 i~~Q~.~~. m '1 DRAINAGE 110 Q10 SLOPE LENGTH DEPTH V10 AREA (AC) Cc (INIHR) (CFS) (°h) (FT) (FT) (FPS)
~ a \ LS TYPE A - - rv~ 1 z 1 1.43 0.314 122 324 1.67 60 0.756 2.84 m ~
/ ~ / ~ 2 0.32 0.314 722 0.73 2.00 50 0.420 2.10
,
I OT 12 , i , ~ i ~pN BUFFS / ~ ~ ~ ~ LOT 15 ~ - - - - UsE RIPAR `J 1 ~
I._- p N 5 ' ~QG TEMPORARY SEDIML"NT BASINS W
~ ~ ~ I ~6 ui ~ ~ ..nn REQUIRED PROVIDED Z DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN Z U~
i ' 1 U' SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENBIONS 0 Q
CHANNEL2 , i ST: ~x: 0 T B ~ ~ ~ LOT 21 S 3 / 5~,~ )1 BASIN TYPE (AC) (A~~) (SQ FT) (SQ FT) (CU FT) (CU FT) (W X L X D) a p
LS TYPE A LS ,PEA Q 1 B 1.43 0.39 1412 1458 702 4374 27' x 54' x 3' U Q
A '~i I G 0 ~ c ~ ~ 2 B 0.32 0,09 316 338 162 1014 13' x 26' x 3' ~ W ~ Z 0 ~
LOT 13 ~j POND C~ ~ 3 B 2.05 0.99 2089 2178 1782 8534 33' x 66' x 3' ~ W 4 B 0.34 0.34 374 392 612 1175 14' x 28' x 3' ~ ~
20 DRAINAGE \ ~ (OPEN SPACE) 5 B 0.54 0.51 594 595 972 1765 1 T x 35' x 3' ~ W
EASEMENT LOT 14 ~ ~ L / J ' ~ ~ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL LU
~ BE A MINIMUM OF 6 FEET FOR ALL BASINS.
•1 ~ J , I 2 ~ - O
SE PHA ~ / ~ W ~ F ~ O
i ~ PHASE 1 ~ ~ ~ 0 M
~ % ~ / e°' O 9'~~ ti ~ !Y
~ ~ ' ' LOT 10 / ~ ~ Q,~, Q'~ W
/ / ' ~ i ry m n ~ ~
/ _ ' Q~ ~ LOT 20 ~ z
/ / ~ i ~ ~ DATE: 8119102
I / ~ i. ~ / LOT ~ ~ ,I _ ~ - ! cos No: 17951
/ / ~ - i . 0
/ ~ ~ ~ 1 ~ DRAWING: ~ ~ j 17951
/ ~ ~ ; \ \ DESIGNED: LMH
~ I LOT 9 / / / LOT4 I DRAWN: LMH
~ / LOT 7 LOT 8 /
LOT 2 LOT 3 LOT 6 I CHECKED: ~
~ LOT5 / M1a HORIZONTAL SCALE:
~ i . ~s \ / ,i ~ . ~ 1,,100' JgQ i ~ ~ ~ ~ \ _
~ L0~1~ ~ , ~ ~ i8 VERTICAL SCALE: L0~1~ a, Na
I _ FES 1 ~
\ _ 'eiere ~ ° n I C.u~~T RIl1
a' GRAVEL CONST CTION
ENTRANCE/EXIT
v FES 1A .y SAT
-ROBE SCALE: 1" =100'
TS. TS GH -2-4! eCP
ROAD - S, 100, 0 100' 200' 60'"puaic ~ 1123
RNG OF 12

I / / ~ - LEGEND '_EGEND DITCHES Z
DRAINAGE Ur O
LOT 37 ~ ~ / ~ / TEMP. ROCK CHEI AREA C 110 010 DEPTH SLOPE V10 Td LINING Z TEMP. ROCK CHECK DAM ~ FROM TO (ac) ° (inlhr) (cis) (ft} (fps) (Iblft"2} - U
LOT 39 ~ ` / / ~ SAR5 28+22 38+66 0.88 0.500 7.22 2,38 0.584 4.14 2.33 1.51 SEED, NORTH AMERICAN GREEN 875 W ~
~ ~ = TEMP. INLET PRO' ~ Au ~ - TEMP. INLET PROTECTION SAR6 38+66 40+60 0.11 0.528 7.22 0.42 0.385 1.55 1.04 0.35 SEED, NORTH AMERICAN GREEN S75 Z ~ `0
~ / a% ~ ~ Z 1~ SAR7 40+60 42+00 0.07 0.522 7.22 0.26 0290 2.10 1.04 0.38 SEED, NORTH AMERICAN GREEN S75 O ~
~ ! / STONE APRON (SI STONE APRON (SA} -v SAR6 42+00 49+25 0.44 0.516 7.22 1.65 0.606 1.46 1.50 0.55 SEED N R Z N 0 TH AMERICAN GREEN S75 W ~
~ v, ._-L~43~ ' ~ LOT 4 ~ \ _ Z TEMP. SEDIMENT SAR9 49+25 56+85 0,51 0.499 7.22 1.84 0.585 2.86 1.93 1.01 SEED, NORTH AMERICAN GREEN S75 _ TEMP. SEDIMENT BASIN (TSB} SAR10 56+85 CDS 0.80 0.350 722 1.52 0.505 3.68 1.99 1.16 SEED, NORTH AMERICAN GREEN S75 ~ ~ ~
LOT 40 '
LOT 41 I LOT 36 Q, ~,A ~ LEVEL SPREADER ~ ~ r LEVEL SPREADER ? SAL6 28+22 38+66 3.80 0.297 7.22 8.15 0.757 4.14 4.75 1.96 SEED, NORTH AMERICAN GREEN P300 h ~ Q
,p ,p I / LOT 44 SF SAL7 38+66 40+80 0.57 0.345 7.22 1.42 0.570 1.55 1.45 0.55 SEED, NORTH AMERICAN GREEN S75
' GG ~ I ~ ~ TEMP. INLET PRO' ~ uiN"- TEMP. INLET PROTECTION SALE 40+60 PIPE 7 5.53 0.325 7.22 12.98 1.182 1.52 3.10 1.12 SEED, NORTH AMERICAN GREEN S75 ~ ~ N co
~ . ~ (OPEN INLETS) ~9 , (OPEN INLETS) SF ~ 00 ~
p ~p ~ a, ~ 0 RAINAGE TYPICAL ROADSIO MR10 SAl9 PIPE 7 49+25 228 0.309 7.22 5.09 O.B74 1.61 2.22 0.88 SEED, NORTH AMERICAN GREEN S75 O U ~ U TYPICAL ROADSIDE DITCH - SAL10 49+25 PIPE 8 1.40 0,318 7.22 321 0.743 1.66 1.94 0.77 SEED, NORTH AMERICAN GREEN S75 I I ~ ? N W Q=~ C
FES 8A \ , EASEME NT ~ SA 7 i SAL11 PIPE 8 54+50 2.35 0.379 7.22 6.43 O.B72 2.61 2.82 1.42 SEED, NORTH AMERICAN GREEN 875 W ~ ~ 3
TEMP. SILT FENCE I LOT 35 , ' ` TEMP. SILT FENCE ~ ~ SF SAL12 54+50 58+A5 2.51 0.379 722 6.87 0.708 4.18 4.57 1,85 SEED, NORTH AMERICAN GREEN P300 " ~ ~ ~ ~ ~ ~ ~ d~
- - TEMP. SILT FENCE SAL13 56+85 50+50 2.60 0.388 722 7.28 0.735 3.86 4,50 1.77 SEED, NORTH AMERICAN GREEN P300 ~ ~ tY °r' 0 TEMP. SILT FENCE OUTLET U ~ 0 N
pp FES B ^ ~ ~ - _ w Z_ (~mw ~
PIPE 8 ' s o ~ / ~ o _ CONSTRUCTION L CONSTRUCTION LIMITS WRi SADDLE 11+69 0.17 0,416 722 0.51 0.400 2.15 1.29 0.54 SEED, NORTH AMERICAN GREEN 875 Z p ~ V = Z 0=~~
5~ - - h TEMPORARY DIVE TEMPORARY DIVERSION DITCH TDD - WR2 11+69 12+82 0.57 0,393 7.22 1.82 0.702 0.95 1.32 0.42 SEED, NORTH AMERICAN GREEN S75 U Q 2 1 ~ J
_-180'~~ CHANNEL5 Q 0_ WL1 SADDLE 11+69 027 0.373 722 0.73 0.443 2,48 1.48 0.69 SEED, NORTH AMERICAN GREEN S75
a ~ ~ I TSB 15 a LS TYPE A WL2 11+69 11+71 0.06 0.502 722 0.22 0.230 0,95 1,63 0.14 SEED AS PER SEEDING SCHEDULE

~ s° o STR1 SADDLE CDS 0.24 0.500 722 0.87 0.430 4.34 1,92 1.16 SEED, NORTH AMERICAN GREEN 875 N
LOT 34 ~ °s I / ROP,INLETS
~ PIPE s LOT 45 STL1 SADDLE CDS 0.72 0.369 722 1.92 0.571 4.20 2.32 1.50 SEED, NORTH AMERICAN GREEN S75 2.0' 2.0'
LOT 48 i LOT 47 LOT 46 LOT 49 0~ ~ G~
1~~g1a BUR1 SADDLE 11+20 0.08 0.521 722 0.30 0.290 4.14 1.44 0.75 SEED, NORTH AMERICAN GREEN S75
EXISTING GRAD EXISTING GRADE ~ ~ BUR2 12+g5 14+19 0.14 0.492 722 0.50 0.351 4.05 1.62 O.B9 SEED, NORTH AMERICAN GREEN S75
1- l~ _ ~ 1 - 1 BUR3 14+79 CDS 0.15 0.584 722 0.63 0.400 325 1.58 0.81 SEED, NORTH AMERICAN GREEN 875 e - ~ - - 7 b 2 -
~ L-I I„I I f,~l~ i _ =1 I-;.,I~,TrI I ICI I I-I I II~ ~ - - BUL1 SADDLE 11+26 0.82 0.438 7.22 2.59 0.621 4.14 2.69 1.60 SEED, NORTH AMERICAN GREEN SC150
~ LOT 50 -I ~ ~ ~ ~ i ~ BUL2 12+74 14+7g 0.33 0.383 122 0.91 0.440 4.05 1.88 1.11 SEED NORTH AMERICAN GREEN S75
~ ~ ' ' ~ Tr BUL3 14+79 CDS 0.17 0.546 7.22 0.67 0.400 3.74 1.70 0,93 SEED, NORTH AMERICAN GREEN 875
I
i TE LOT 33 ~ TEMPORARY DIVERSION DITCH
1 I DRAINAGE PIPES
\ LOT 55 DRAINAGE is 125 025 HwlD DIA TYPE LENGTH SLOPE AREA{AC) C~ (MIN) (INIHR) (CFS) (IN) (FT)
FES' 7 LOT 51 ~ 4 f PIPE 7 V LOT 5 4 5.53 0.332 10.67 6.88 12.83 0.95 24 RCP 52 5.00
LOT 56 VAR. 5 5.72 0.339 5.07 8.17 15,82 24 RCP 127 2.00
~o o _ 6 5.72 0.339 5.21 8.14 15.78 24 RCP 60 2.00
~ I 12.. T 7 2.66 0.321 7.48 7.$0 6.49 0.95 18 RCP 58 1.00
LO 53 ~ I, i CHANNEL 4 EXISTING GRADE (STING GRADE 8 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 57 1.00
FES lA ~r HERS LANE `sA s ~ Tse 1a III-11 I-11 I-11 WIT NE' ~ LS TYPE A = - - - III=1 I =1 I I=1 ~ I-_~•1 ~ 21 = III=1 11= 9 3.91 0,339 5.00 8.19 10.86 0,85 24 RCP 63 3.17
G R~1N LP i ~ I-I I1=111=1 I I_ -1 I I-1 i t-1 I I-1 I I- ~ _ I I-1 I I-1 I I-1 11-
50 pUBLI GG IW , ~ =III-III- 6V ~R III II >JB~-~ ~ 20'ORAINAGE III-III -1 I I=1 11=1 I I, ,III; I I 1=1 11=1 11=1 I I I ''-111_111-I II-III-III-III-III-III ; ~ DRAINAGE STRUCTURES
5~ P ;EASEMENT / '1-111,;,111-111,,,111_111,;,111,, ~ III_ RIM INV. IN INV. OUT
LOT 32 - - ' ~ p ~ TSB'13 a ~ ELEV. ELEV. ELEV.
LS TYP~E~ oo ~ m / / ~ ~ FES 4 164.32
1 LOT 52 ~ ~ o OUTLET CHANNEL SECTION DI1 tss.el 161.72 161.33
1 i - ~ USE NORT USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART JB 2 169.07 158.79 158.69
r~ ~ ~ I ~FES9 - ~ FES 6 157.49
~ ` \ LOT 57 V ~ T B~12~' `PIPES ~ ~ FES 7 175.87
FES 7A 175.29
V A LOT 3d 1 ~ ~ ` ~ \ LOT 33a\ c'a 1 FES 8 117.33
\ \ 75611 \ ro ~ ~ \ \ ~ ~ - . LS TYPE A 6' 6' 5' FES 8A 176.76
LOT 59 \ \ \ LOT 58 PAVEMENT LOT 32a SEPTIC` ` \ FEs ~A PAVEMENT SHOULDER DITCH DITCH FES9 158,00
\ ~ l ~ EASEMENTS i \ $1 G~E FES 9A 156.00 EX) i-
~ : - \ / \ , \ --_.._-0833- 4, ~,P~'
~ ~ ~ / ~ / - 1 Mqk z~` TRIPLE CMP ~cnLCIMTED WIUSGS WATER RESOURCES INVESTIGATION REPORT 96.4084 PROCEDURES)
\ ~ ~ \ v ~ ~ i ~ v TSB 10 DRAINAGE DRAINAGE IMPERVIOUS RURAL URBAN HwID DIA LENGTH SLOPE INV. IN INV. OUT
/ ~ ` ` ~ / i \ ~ i / LS TYPE A ~ ~ ~ / AREA(AC) AREA (MI"2) AREA(%) RUNOFF (CFS) RUNOFF (CFS) (IN) (FT) ELEV. ELEV.
/ I LO 0 879 1.4 18 584 960 1.53 72 100 0.30 115.10 114.80
~ ` ~ ~ i so. LOT 31 ~ \ ~ ~ ~ y
ROADSIDE DITCH ARMOR STONE APRON OUTLET DISSIPATORS
~ DI 1 ~ \ GS SF TDD / ~ ~ 0• F ~ USE NORT TSB 9 ~ 'PIPE 5 / / ~ ~ ~ tiF~ 'AA A USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART 110 010 OPoII V10 Vtull ~~s,,co°"'J'••
/ / ~ \ GSA. 9 9'Pi (SADDLE RIDGE DR.) QNIHR) {CFS) (CFS) {Ff=S) (FPS) L x W x D ZONE STONE l ~ f ^ `r• f i{
/ / CHANNELS \ \ ~i 9 ~ ~ ~i 9 2 ~ / LS Type R \ \ Aq\ y ~ 4 224.12 231.48 7.93 8,19 25' x 22.5' x 2' 3 CLASS 1 A.' 4 ~r`'r-~
~ ECK Ri ~ G \ \ \ q4, \ G,~~ 5 6,01 11.61 31.93 9.25 10.17 12' x 6' x 1.5' 2 CLASS B ~ ~ ° V v ~ '
~ \ DAM pG ~ \ \ ,c FES 4 ~ 6 2 I (1T V A ~F~ ~ 6 6.68 5.70 10.48 6.00 5.94 6'x4.5'xt' 1 CLASSA c'~..,,p ~°a s d'...; !x.. ~
PIPE6 - 69 S ~ R PIPE 4 0• \ \ \ \ 20' DRAINAGE ) > FES 6 '1' \ / 7 7.22 4.52 10.48 5.64 5.94 6' x 4.5' x 1' 1 CLASS A nt-.y ;~3 6 5 5 , tl,, o c
F \ EASEMENT TDD 4 ~ ~ \ \ 8 722 9.57 40.19 10.50 12.80 12' x 6' x 1.5' 2 CLASS B , I. ~ " ;~i , PAVEMENT SHOULDER DITCH DITCH E
TSB 8 0 SA 5 S~ / PAVEMENT 0 Ri \ \ SQ, ~ / A \ IS1 ~ GRpD r. ,
F q / A , \ R, \ '~i qti \ CHANNELS .A~
G 0 a \ ~G \ \ ~ C \ \ ~ ~ \ \ h .0833 3, . N~'" 1M ~1 DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES 80"~TOMWIDTH
~ ~ \ > I o ~ > AREA (AC) Cp (INIHR) (CFS) (FT) (FT) (FPS) (LBIFT"2) FT (I
~ ~P, \ \ LOT 62 \ s / ~ ~ / ~2 o• w 3 5.80 0.339 7.22 14.20 4.97 30 0.623 4.35 1.93 SEED, NORTH AMERICAN GREEN SC150 2:1 4 m ~
LOT 30 ~ 4 / ~ 4 0.49 0.471 722 1.67 13.27 220 0.206 3,35 1.71 SEED, NORTH AMERICAN GREEN SC150 2:1 2 _I
~ / so, 5 3.28 0,379 7.22 8.98 4.91 100 0.500 3.60 1.53 SEED, NORTH AMERICAN GREEN SC150 2:1 4
/ o \ ~ / ROADSIDE DITCH ARMOR
C N \ 0 STRUCTION SE UENCE PHASE 2 / Q \ USE NORT USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART TEMPORARY DIVERSION DITCHES z
o / / / (BUGGY LN., WITHERS LN. 8 STIRRUP LN.) Q DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Z m
1 \ 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE AREA (AC) Cp (INIHR) (CFS) (FT) (FT) (FPS) 0 ~ Z
LOT 63 PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE 3 3.90 0.311 7.22 8.16 4.29 35 0.920 5.18 ~ LU
FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, U ~ 4 0.54 0.310 722 121 3.33 30 0.460 2.88 (n ~ 0
ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN ~ 5 4.89 0.323 7.22 11.40 5.00 30 0.987 5.86 Z p W
5 \ \ APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM 0
\ \ NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT ~ O TEMPORARY SEDIMENT BASINS - o
's \ WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. a > Q REQUIRED PROVIDED W
,p \ 2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN MIN.
y ~ ~ ~ CLEARING, OR GRADING WITH THE OWNER OR REPRESENTATIVE ,THE CONTRACTORS) a \ ~ ~ ) ( \ \ SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENSIONS WEIR LENGTH BASIN TYPE (AC) (AC) (SOFT) (SOFT) {CU FT) (CU FT) (W X L X D) (FT) W O
RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL fi B 0.77 0.66 831 882 1188 2646 21' x 42' x 3' 6 ~
PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. \ \ 7 B 3.90 0.88 3815 3872 15 11616 44' x 8' x 3' 8 ~ ~ 84 8 M
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ~ ~ \ B B 0.54 0.11 526 528 198 1584 16' x 33' x 3' 6
N ~ _ \ \ \ ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSIO LOT 29 _ _ ~ \ -1~ 9 B 4.89 0.74 4967 5000 1332 15000 50' x 100' x 3' 10 W
CONTROL PLAN IN THE MAILBOX. THE CONTRACTOR RESPONSIBLE FOR EROSION CONTROL ~ ~ m / 10 B 0.13 0,13 143 162 234 488 9' x 18' x 3' 6 ] ~ / _ _ 11 8 0.14 0.14 154 162 252 486 9' x 18' x 3' 6 Z
~ ~ \ MUST CHECK THE MAILBOX DAILY, ~ \ \ / _
\ \ 4. INSTALL TRIPLE CMP AS PER PLAN INSTRUCTIONS. \ \ \ \ \ ~ ~ 12 B 0.59 0.53 640 648 954 1944 18' x 36' x 3' 6 DATE: ~ / / ` ~ 13 B 0.33 0.33 363 392 594 1176 14' x 28' x 3' 6 8119102
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. ~ \ \ \ \ _ ~
CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE LOT 28 \ TSB 6 ~ ~ 14 B 0.49 0.49 539 578 882 1734 17' x 34' x 3' 6 SOB N~~ 17951 ~ 15 B 3.28 1.91 3353 3362 3438 10086 41' x 82' x 3' 8 DRAWING:
THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. ~ , \LS TYPE A ~ ~ ~ i - 17951
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO ~ ,30 20' , ~ ` ~ , ,~20' - / ~ ~ DESIGNED: LMH
DISTURBED AREA SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. / ' ` 7~ ~ - / LOT 27 ~ ~ ~ ~ E~: _ , ~ ~ / r,~ / ; DRAwN: LMH
7, INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION ~ ~ ~j ~ .CMP ; /j, . ;MP ~ ,1,~~ CHECKED:
;,f.', MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. - j; • LOT 26
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED TDD 3 / ~ ~ , ; . . TSB 7 y ~ / i ~ ' ~ r ~ ~F HORIZONTAL SCALE: e ~ ~ i 1„ =100'
OR LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ~ LS TYPE A • ~ i; •'SF VERTICAL SCALE:
ACCORDING TO DITCH DETAILS. ~ \ NA V.. M° TSB 4
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. ~g ~ ~ ` `LS TYPE A
1f1 SFFn ANtI STAaII 17F 01 I nISTI IRRFII ARFGS 2Q F; SHFFT Nn_
1 sr~i~ NntN
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL / / ns°agao
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. ,
12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. PAP / / ~ 13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS.
14. CONTACT EROSION CONTROL OFFICER FOR AN 0NSITE INSPECTION. OBTAIN FINAL APPROVAL. 1 . SCALE: 1"=100'
}u~TYP~A i LOT 25 TYPE A /
100' 0 100' 200'
TOTAL DISTURBED AREA° 7.66 ACRES r ~ 3 OF 12

t' MIN, 2' MIN. TY CARRY RIPRAP UP TYPICAL CHANNEL LINER INSTALLATION "OYES: Z
SIDES OF SPILLWAY 1' MINIMUM VEGETATED MAT UNER~. NORTH AA1ER!LAN GREEN P300 PH3 AW H N ~ O AS ED STO E PAD TO BE 50'L X 25'W X B"iH MINIMUM. IF THE ADJOINING ROADWAY IS Z F- WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE ADJOINING ROADWAY, _ U
MIN, BERM ELEVATION FREEBOARD A~sasEEDw~BERMU°acRASs B. NRNING RADIUS SUFFlCIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. ~ ~ C. ENTRANCE{S) SHOULD 8E LOCATED TO PROVIDE FOR MAXIMUM IRILITY BY ALL W
OW - - - - - - - - MAX. STDRMWATER CAPACITY v>re CONSTRUCTION VEHICLES. W ~ » D. MUST BE MAINTAINED IN A CONDmON WHICH WILL PREVENT TRACKING OR DIRECT FLOW Z to .p
~5 WASHED STONE 3' MIN, FLOOD STORAGE ZONE OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY; KEEP ~~nn Z ~ { O ) SOME HANDY. v `a
4' MIN Atn E, ANY MATERIAL WHICH STILL MAKES R ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY, Z O ~ N
NAnAlA1 - 1,5' MAX. SEDIMENT DEPTH _ II ~Arn~tn Ix - I-I w U ~ NORTH f. . \ s"
~1 RIP _ _ - I. B' MIN, - - - -III-I i N - I~ - - ~ - - AMERICAN (15 cm) o / /i\/i ~
BASI IS TD BE CLEANED WHEN 1' MIN, -I ~_-I (I=I ((=I (I=) so _ I ti S DIM NT R H - I I-III I E E EAC ES THIS LEVEL 15' MIN, I ~ _ - - - - - - - - - - - \ GREEN ,\y\ W
-III-III-I I I_I I I-III -III- _ _ _ _ ~ -III III I ~ I I ~ 1 ~4 m 0 x (1 cm) y ~
SECTION THRU BASIN AND FILTER -I _ - - - BUPoEO - - _ _ _ _ _ = I- ~ J ) ' III-i I I-III-I I _i I I_I I I_ _ _ _ _ _ I ~ _ ~ _III III III III III J >>j.. P • N0~ . 0 ~ / ~ W N
EXTEND CLASS t RIPRAP -III-III=III=III=I = _ - - - - - I ~ III III III-I I I I ' , III III-III- _ _ _ I UP SPILLWAY SIDESLOPES ~o ' '-III=III_ _ _ _ _ _ _ _I I LL - (y M ~ ~ ao ~
w _III_III-III_, _ _ _ I. II III III II 10' MIN,~?{ ' , ~ I-III-III-i ~ .
I ~ y ? * J,
1' MIN. FREE BOARD wavt;;;n;yy;;urrtr.v.r,v;;~yr;ur;,.,,~;;,vnw+r;;{Vy~ ~ pfOIMeNT 1' LEVEL SPREADER Der -
}~t,;;;;;}~;,;,}};,t~;}:,~},i„i'}}~fi}}.ifi:~;;,}}X~}}}:~},~}}},~}}t•}}}}},ti~; rr AIL CROSS secnDN
3' MIN. ,,,}r;;.^.v;rvav;;;;r.Yrr.+..rr...,...,.;;..,..,.;;;rrr. / E4~ iYYti41~i;ivi}}}}t}}}i%ti}};;i+r?itiiitii..i+;}Iiifi;;;t~s'' / '~%1}q{.'i;nri?~ifi'ii.~%ti;tiii~%r}}}.}}rr'r~i+r}'ri'r~v}Ri~}}'r'r~4;Y lI/j 88R,y :vi.•rvSv;..'rrv,}.rx~';xavuatiw,vru.'++;+'"~' ~5 WASHED STONE / . ~ (10 cm); 6` MIN , H m
\ » \ - prnU
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW ~ ~V/\//~//~ J ~ , " WASHED STONE Y i' Q' Q
iAA% '~~1~'0~"~~ - NOTES: APPUCABLE AT ALL POINTS OF INGRESS AND EGRESS \ I ~ ~~1 . cm-i , cm) UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF
1 TEMPORARY SEDIMENT BASIN ~ • • • + • + / VEGETATED : ' •TRNiSIiR7N • + ` \ ~ ~ . THE DENCE AND 11MELY MAINTENANCE MUST BE PROVIDED.
i t DIVfR510N ' + ~ ro 0 6AA8E . _ _ / 'a vv/v~~. v/v \ O
' //v//v \/\i/\ , , . y . • . • . • B TEMPORARY GRAVEL CONSTRUCTION .
/~v/i~r~ ENTRANCE /EXIT
+ • + • • • + STABEIZED
+
. + 6 . . + ® LENGTH
L , P REPARE SOIL BEFORE INSTALLING E "ORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: ,
WHEN U LNG - - N T ' • S CELL 0 SEED DO 0 -O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 0
• ~ • + 2. BEGIN AT THE TOP OF THE CHANNEL ~ . ` + . ' . + + . • • + WITH APPROXIMATELY 12" 30cm 0 \ ; • ( ) ' OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm} WIDE TRENCH 3 LY 12" (30cm} OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE t~ o
\ o % + • + + + • • • + + BLANKET WITH A ROW OF STAPLES/' ~ / + + • • • AND COMPACT THE TRENCH AFTER !OW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL o ~ TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
• • + + OF BLANKET BACK OVER SEED AND OVER SEED AND COMPACTED 501E SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES p
\ \ \ 1 ~ / ~ + ' SPACED APPROXIMATELY 12" (30cm; CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) ~ / ~ - • • + • • • • + • + + • + • + ATELY 12 (30cm) APART ACROSS THE WIDTH Of THE BLANKET. ~
3. ROLL CENTER BLANKET IN DIRECTIOP ~Ow \ J Levu sPReaDE>? eerAlL + AGAINST THE SOIL SURFACE. ALL B VKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL, BLANKETS WILL UNROLL WITH APPROPRIATE SIDE RIP-RAP 3 SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
i i / ~ ~ IN APPROPRIATE LOCATIONS AS SHO / SHOULD P TH H H DCATIONS AS SHOWN fN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM ,STAPLES/STAKES :D THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN, I
~ ~ coxsmucnoN sPEaETCAnoxs BE LACED ROUG EAC INVERT CLASS t RIP RAP HEADWALL t. THE NAi11N0 sHgAD BE A AnNnAlN aF 4-FT. w0E E1rRNONiO a aN%RS 0148 RIE !1P AND BURIED 4. PLACE CONSECUTIVE BLANKETS END fE BLANKETS END OVER END SHINGLE STYLE WITH A 4"-6" 10cm-15cm OVERLAP. USE A DOUBLE ROW OF 1 ~1
F OW PIPE a INaES DEEP Ix A wmcu. mENa oN THE LowPn mDE nIE uPPFR EDGE SrwulA BUR STAPLES STAGGERED 4 (10cm) APy L ADAINST 9N001HLY WT SOD AND BE 9ECIRaELY HE1A IN PLACE 1wiH CLOSELY SPACm HEAW WTY " ) ( ) 3 :D 4 (10cm) APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS,
- ~1 ~ ' . z a~st~~r i~~REicER u~Pis I~EVaEL wR usrarw 5. FULL LENGTH EDGE OF BLANKETS A' ~j ~ ' ~ ' " ~ a CONSTRUCT THE tE1FL SPREAAFA ON UNDISTURBED SqL NOT ~NO a sroRN RuxaPr 12" 30cm APART IN A 6" 15cm ( ( ) ( ) OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY ?L~ 'IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
~ ' ~'w / 4. CON5IRIICT A 20-FT. TRANSInaN SECTION fAdl n1E gV4RSI0N CHAtII$L ro BlElq SN001HLY ro ' ' n~ w°TM u+D °EPTM aP TME sPRE1°ER' 6, ADJACENT BLANKETS MUST BE OVER VIII I Q DISPERSE RUxOFi FTNJN THE SPREAOFR ACROSS A PROPERLY STAESAED RAPE NOT ro E%C3ID EXISTING GRADE fS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12,5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TAIL DRCH
SFWM ~ N5 WASHED STONE. t' THICK X 3' HIGH MIN. lox HARE suRE n+E SLOPE Is sumaENnr sNOOTH ro KmP now moN cwcENmARNa TO ENSURE PROPER SEAM ALIGNMEP / EIV7 STOR4G e. ~NEIIEDIaPAtE~ E Af1ER ITS coxs!RUCnax, aaPRaPmArar sEtn Axo NuLa+ 1HE ENnRE asiuRBm n1 :R SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN FLARED END SEC110N (LENGTH AS REQUIRED)
E AREA / soREAAER WITH THE COLORED SEAM STITCH OP i- ~ \ / SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATION ~ A DOUBLE ROW OF STAPLES STAGGE WNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE RIP-RAP • STAPLES STAGGERED 4" (10cm) APART AND 4 (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
- CONSTRUCTION PARAMETERS e. THE TERMINAL END OF THE BLANKE F ~ OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
TYPE ENTRANCEV.'!DTH DEPTH HNDWIDTH LENGTH IN A 6" (15cm) DEEP X 6" (15cm) ~ CgQjF; GRAVEL & RIP RAP FILTER BERM A TO' 0.5' 3' f0' SEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
BASIN DETAIL IS DESIGNED TO PROTECT 8 t6' 0.0' 3' 20' A NOTE: SECTION
PERSPECTIVE VIEW ACRES ORIPLESS.VERTS THAT DRAIN 10 C 24' 0.T 3' 30' B C D 24' 0.0' 3' 40' -C CRITICAL POINTS + HORIZONTAL STAPLE SPACING SHOULD BE ALTERED FlL1TR FABRIC IF NECESSARY TO ALLOW STAPLES TO SECURE THE
E 24' 0.9' 3' S0' A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. ~ B. PROJECTED WATER LINE
F 24' 1.0' 3' 60' A C, CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE g • RIPRAP FES
B SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY 11 BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS,
4 LEVEL SPREADER ~ AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT 11 -C
(CUT, FlLL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040
t' 2' f"f-1 _ NATURAL www,nagreen,com
GROUND 1.5 3 FLOW SEEDING SCHEDULE
SOW 1.5 (REVISED: 1-1-86)
CLASS 1 RIP-RAP FILTER FABRIC DIMENSIONS ARE
MINIMUM ACCEPTABLE }~57 WASHED STONE UNLESS OTHERWISE MAX, SEDIMEM DEPTH(CLEAN OUT POINT) t s INSTRUCTIONS FOR DITCH LrER Shoulders, Side Ditches, Slopes (Max 3;1)
NOTED. 11 DATE TYPE PLANTING RATE
Aug 15 -Nov 1 Tull Feeeue 300 Iba/acre
SECTION THRU BASIN, FILTER AND CULVERT P)PE Nov 1 - Mar 1 Tab Fescue 300 Ibe/acre
R Abruzzi Rye 25 Iba/ocre Mar 1 -Apr 15 Tall Fescue 300 Ibe/acre
Apr 15 -Jun JO Hulled Common Bermudagrose 25 Ibe/acre
2 TEMPORARY INLET PROTECTION Jui 1 -Aug 15 Tall Fescue and 120 Ibe/acre +'+Browntop Millet 35 Ibe/acre
•++or Sorghum-Sudan Hybrids 30 Ibe/acre
y : ~ ;
~ 4' ~ Slopes (3:1 to 2.1)
Mor 1 -Jun 1 5ericea Lespedeza (scarified) 50 Ibe/acre
SILT FEFIGz - - SILT FENCE.
A (Mar 1 -Apr 15) Add Tall Fescue 120 Ibe/acre `"~'r''- A n~:LC; ~,ti, t,~~,,.' (Mor i -Jun 30) Or Add Weeping Lovegrose 10 Ibe/acre , ~ I~<.v.vJOs •
1"DIAME?~'R wacyFO STONE ~ STONE. ' ' ' 't ' (Mor 1 -Jun 30) Or Add Hulled Common Bermudagross 25 Ibe/acre t~ MaR,~' ~~t s1 .;t~r;1\.~
2' EXISTING , Jun 1 -Sep 1 +*+Tall Fescue and 120 Ibe/acre ,i~ a+ "i:
GR04"~^ ~ -r t', Browntop Millet 35 Ibs/acre ,~'v1 u, ;;ir'•i'~~`•`~'
t. >{R. Z' +?+or Sorghum-Sudan Hybrids 30 Ibe/ocre ' ?6_ II., _ Sep 1 -Mar 1 Sericea Leapedeza (unhulled-unscorified) 70 Ibe/ocre
J. I-- n; OPEN and Tall Fescue 120 Iba/ocre ' INLET (Nov t -Mar 1) Add Abruzzi Rye 25 Iba/ocre =
J r m J
8'
s ,1,,' W
INSTALL A SILT FENCE OUTLET AT ANY LOW POINT IN A SILT FENCE THAT COLLECTS BETWEEN O.;i ACRES AND 1.0 ACRE OF DRAINAGE AREA. r: ~s 1, , . ~ ~ ` , ; ~y ~ Consult Conservation Engineer or Soil Conservation Service for Q
~ ,,,..4' r, ~ additional Information concerning other oltemativea for vegetat(on of W denuded areas, The above vegetation rates are those which do well under p
81LT f~NCE OUTLET local conditions; other seeding rate combinotione are possible. R'
Z W 0 ~Q
+++Temporory -Reseed according to optimum aeoeon for desired permanent F W vegetotion, Do not allow temporary cover to grow over 12" in height before a ~
4-tl' Diameter Rlprop mowing, otherwise fescue moy be shaded out, ~ a U N
Spillway f"" 6' OC MAX "'I W J Z ~
_ 1) TOTAL DRAINAGE AREA FLOWING ,D SEEDING SCHEDULE p
-III-I~ 0 ° 0 ° 0 ° 0 i MIn, 2.1 O ° O ° O ° O °i-I I FENCE !dAY NOT EXCEED 1 ACRE. CE O O O V U V V V V O O O O- = 2 SILT FENCES SHOULD NOT BE Stlt FEN 11 J
(-III-I , 0 0 0 0 0 0 0 0 0 0 0 0 0(-III-I I ) -1] 0 0 0 0 0 0 0 0 0 0 0 0 C'- USED Ar PIPE OUTLETS DR IN - II=III=1~ 0 0 D 0 0 O 0 0 0 0 O O_III-III- AREAS OF CONCENTRATED FLOW ~ FLOW OF WATER 3' TALL METAL POSTS. TYP. ~ ~ W1RE MESH. 1/4" OPENINGS, (TYP.) ( ) W 1,5' BURIED, 1.5' EXPOSED. ~ p
- - ~°O°O°O°0°O°O°O°°°O°O°O°- - - CREEKS, DITCHLINES, SWALES ~ I I I I 1 ~ 1= I I=III-n 0 0 0 0 0 0 0 0 0 ~-III=III=1 I III PR 1/2" DIA, STONE, (TYP.) W O (x,57 DOT WASHED STONE.) Q
- - _ ~ 0 0 0 0 0 0 ° 0 0 0~ _ - - Frc. ~ ~DppGE _III=111_111-I.° ° ° ° ° ° ° ° ° °_,_111_111=III- D,MENT
- - - - °0°0°0°0°0°0°0°0°~- - - - ~,o'~ sE I III-III-III -III-III-III-II TO INCREASE S10RAGE CAPACITY AND n n n n n n n n n,~, „ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES o
PROLONG THE LIFE OF THE SILT FENCE, IT o Fr n V(W IS GENERALLY ADVISABLE TO DIG A ~ DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. IW- o 2,0' O M
Exleting Channel Banks SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER POSSIBLE. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, o i.5 3,) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
The downstream toe of the atone inter moat be LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. w
wider than the top width of the spillway to 12 GAUGE 4"X4' OR 2'X4" WELDED WIRE provent outflow eroding the channel boob. HOOKED ONTO PERFORMED CHANNELS ON _ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~
STEEL POSTS, (NO WOOD POSTS) ) ~ ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW Z
ULTRAVIOLET RESISTAM (BLACK) MIRIFl 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM DATE: 8119102
2' Min. Tap of Berm ar Channel FABRIC OR EQUIVALENT SECURED TO WIRE a W/ METAL CLIPS OR WIRE AT B" OFF ~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 fNCHES DEEP.
CENTER, 1' MIn, Joe No: 17951 5
J J 0 U 0 U 0 L Croat of Spillw° J ° O O O L y MAX. SEDIMENT STORAGE LEVEL REMOVE SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK DRAWING: 17951
i' Diameter Washed 1 J ~ 0 ~ 0 ~ 0 n 0 n 0 0 L , SEDIMENT WHEN THIS LEVEL IS REACHED OR 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. DESIGNED; LMH
Stone Fllter 1 Th(ck o''o°o°°°o°° AS DIRECTED BY CONSERVATION INSPECTOR. o 0 0 o a 0 0 0 0 0 0° 0. b 1"DIAMETER WASHED
~'o°o°o°o°o°'0 0 0 0 0 0 0 0 0 0 1 • 8"• . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:1 Stops ~ ? o B.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR DRAWN: LMH
•o°o°a°o°oo° 0 0 0 0 0 0 0 0 0 0 0 , , _ - - _ , TRENCH, COVER W SOIL do TAMP BACKFILL A°o°°o°o°o°•°'0°0°0°0°0°0°0°O°0°0°0°0°0 - - - - SH ET DRAJNAG /N RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF CHECKED:
o°o°o°0000°~'0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E (0 LY) STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. HORIZONTAL SCALE;
- - NATURAL GRADE 0 0 0 0 0 ~ 0 0 0 0 , 1' Min. .'.};tiff NA
Cutoff tronch backfliled with ~ 0 n 0 n 0 ~ CARRY APPROXJ 2" OF FABRIC INTO stone io tie Rlter Into ~ z 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT VERTICAL SCALE: - - - - - AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. NA
eziding ground and provent S failuro.
~ neeev c• nr unoc i~rcn rorunn
Z min ~rnn u yr * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ JI 1tt I IVU.
sECrioN nmc i~w mcn~n, STEEL POSTS ® S' O.C. MAX.. (NO WOOD POSTS) ACRE IN CLAY SOILS)
SECTION A-A FERTILIZER - 1,000 lbs. / ACRE -10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
3 TEMPORARY CHECK DAM 5 TEMPORARY SILT FENCE THIS TYPE OF INLET PROTECTION IS FOR CATCH BASINS, CURB MULCH -2 TONS / ACRE - SMALL GRAIN STRAW INLETS, YARD INLETS, AREA DRAINS, AND JUNCTION BOXES ANOTHER - ASPHALT EMULSION 0 300 GALS./ ACRE
it 1+ E BEFORE AND AFTER THE TOP OF THE STRUCTURE IS BUILT. 1 2
7 TEMP. INLET PROTECTION -
11 „ rl , SEEDBED PREPARATION
OPEN INLETS „
OF 12

~ ~o
~oo>y ,ooZ o ,ooz
a30V3adS 13n31 JNOI .££l EZ'Ob ZZ'L 6LE'0 4L'E 4L
~OOZ = „6 ~31tlOS a30H3adS 13n31 ON01 ~ZZ L9'l ZZ'1 tl4'0 64'0 EL
a30V3adS 13n319N01 ~ZL t6'0 ZZ'L EBE'0 Ee'o Zl
a30b3adS 13n319N01.OL E5'0 ZZ'L 6ZS'0 4~'0 ll a30'd3adS 13n31 JNOI.4E 8S'Z ZZ'L BE4'0 ZB'0 Db
a30d3adS 13n31 JNOI.OL OE'0 ZZ'L ~Z5'0 BO'0 6
a30d3adS 13n31 JNOI X591 OZ'46 ZZ'L 6EE'0 09'S 9
'ON l~~HS a30b'3adS 13n31 JNOI X901 5L'9 ZZ'L 16Z'0 OB'£ L
dN a30b'3adS 13n31 ~JNOI .LE 9E'Z ZZ'L 005'0 99'0 9
~31dOS 1d011a3A a30t+3adS 13n31 ~JNOI ~ZZ LL' l ZZ'L 9£b'0 45'0 5
~OOZ=,~~ ~ a30N3adS 13n31 ONOI.SI BC ~ ZZ'L 6L4'0 4E'0 4
~31b'OS ld1NOZ1210H 11g~d ,09 ` C)t/Oy ~ r a30N3adS 13n31 ~JNOI.SL 4L'S ZZ'L 98E'0 SO'Z E
~03N03H0 ~db~,a- - 5~~380 a3CTd3adS 13n31 ONOI.51 4L'S ZZ'L E9E'0 6t'l l
HW1 :NMVao ' a301+3adS 13n31 ONOI.OL 09'0 ZZ'L EOS'0 ZZ'0 l w~.._,u.__-._..._._...___ (g~) G4Iu!1 IOe~ #39aVHOStO
~ HWl . M~- . ~03NJIS30 301n301N3W30VNb'W a31tlMWa01S Dl0 OL I o0 b'3atl 30VNIb'a0
F ; 66:101- . 696L6 ;~NIMdt?a I , AVM3nIa0
. 91 1 0 sodoad ~18b'11N3W3~JdNdW ?~~1dMW2~OlS
69616 ;oN aor ~ ; _ ~ ~ Z 101 8101 9101 = i b 101 i £ 101 , Z 101
£OlZ6f£ ;31ea ~ 6101 LlOI ' 3
' ~S p9 ! ~ doa w9~ ~ ~5~~ is i /
c ddb ~ 1 ; ' Ndl~d ~ ~ dd~~ ~5 ~ i ~ i
W / m ~~n9 ~gt~;,- ii - 1. _ - . ~i ~ ddb^'~ 6101 l
~ ~ - ~ dd. 06101 ~ ~ N~,~- 0 r~ t
OZ 101 _ ~ 6 3Stl ~ ' ;
D ~30tldS N3d0) I tlHd N ~ If i a30V3adS l3/ ~ ~`i r a30V3adS 13n31 i
o m ~ ONOd ~ ~ 3~adH~ ~ a I, E#3~JadHOS10 ~ i ~ ~
b6101 101 , i'i
f a34V3adS13A31 i ~ m ~~U~ e' ~ 62101 ~ \ ~~3~avHOSla £6101 ~3~dN~ Nt'~a'OZ ~ ~ i ~330d ~
~ ~ ~,~3Sd £7 - ~ \ LN i 1N~~ ~ ii `i
fA f ~ dd m - . , ~ ~n d~a_ ~a - , 9610' I 96101 l~ ~
< 0 aa~ - rr ° ~ 66101
m °m Z _ 16101 ~ v, N ZZ 101 ~ ,
~ A a3av3ads 13n31 ' s~ - z#3~avHOSla 96101.- ~ t N A5 = ` I S~~ dt~dt ;
dl~d ~ 9 N ~ t ~ , ~ r~33d~ ~gN - I~(1 ' ~S~gN ,o i;; ; .
z ~ ~ = - ~ `add tbddtb _ ~~~9Nd,
~ a3dd ~ ~ pal £Z 101 s, ' ~3
/ ~ ~,0~, ' S~ Ll%'lOl ~ ~ ~ t 05 , r
~ V ~ ~
s 1,101 ~ bZ 101 ~ ; 1 1 I
~ W aSav3a r191t31 ~ / /
= i i- i
~ ~ i J / -
9Z 101 l r' / l' ' 'S ;
s ` a3av3ads 1
~ is 3sav~ a3av3ads 13n31 1# 3savH~slp
a30V3adS13A31 " 4p3JaVHOS10 W~.d +
i as a~~ wv~u lal S . 9l 101 i a~ LZ 101
-f ~ LZ 101
` - ` v -J ~ %
' it ~ ~ ~~f .
8Z 101
a3aV3adS 13A31 ~ 9#3JadHOS10 \
\ . ~ \
6Z 101 , ~ ,
\ ~ ~ ~
~ti ~ ~ ` ~ `s ~
i~ 11 E9101 - 1 „ ~
i ii i ~ i i ~0
i/~~ i ~
~ I i I /i ~ ~ y~y, Z9101 ~ OE 101
~ 9` ,
i~ ~ 1N . 3r 6910T 1N3W3Stl3 d'y 1N3W3Stl3
~ ~ ~ \ ~ 3~JtlN 3JtlNlb'tla .OZ ` 'fi'b d/ b
` ~ \
\ \ \ ~ :~S '0 00 ~ a30'd3adS nil ~ \~~~ti S 09101 ~ 6# 39adH 10
\ ~ ~ 6E 101
~ ~ i ~
/ ~ / \ / \ >
r i( ~ ~ ~ ~ r ~ a30d3adS 13n31 O '
A ~ \ ~ 69101 v i aw3 tla ~ 85101 aoa~, Ild3S
r - ~ ~ i ~ ~ { 14101 a3av3ads ~snsi ~
11 \ ~ ~ ~ ! ~ ~ 't~S10'I'.
~ \1 ~ / -l- ~ ~ , ~ y
~ ~ ~ a3av3~d,13n31 ZE 101
I ~ ~ II 2 0 m~~ a I ~ o / o,o~ ~ n 12 ~33c~yNPdS
ttl i' Cii 2;' i ~ , ~ 1N3W3 a30tl3adS 13 31 , r i ~ i Z~#3JaVH0 0 I~ m, ~
~t ~ Aii Sri ~ rA%~~'~ ~ ; E4101 ~a. r , , b9101 . ~ S?~~~
rya i~~~ a3i 1 ~ ~ ; a3ad3ads 13n31 49101 -
~~~~Z~ 6 ~ i E~#3oavHpsla 69101
(~Il~l Iml(~l ~`i, 99101 EE 101
~`Aj~m( m(
t, 0 ~ \ ~ \ 9b 101 04101 9b 101 '
\ lb 101 8b 101
~ , 9b lOl 6b 101
~V
1' Ali 1 ' b£101 1 ~ 1
li iii ii it 11 1 ji ii i'i 1N3W3SV3 '
~ ~ ~ i 3`J iii 30tlNItlaO.OZ i
~ ii i / ~ i~ r ,~A~. 9E 101
31tlOS O110N ;t ~ ~ ' ~ 6
{ ~ ~~a3oda ~ . ~ Ia3od3ads 13n31 tY
46# 3oavHOSla Zb101 6b101
~ ~~0 11 ~ _ Ob 101 t~ 9£ lOl Eb lOl
ZZ66 '~'S ~ bb ~ ~ 0 1 bb lol t~ ; X<
~ ~ < z o D n ~1~ ; ~~E.~ ~
r ~ ~ = I1` n~,o Z ~ 1` r
,
"m m~f) Z m 111 ~0 ~ t7 Q ~0~ ~ 1~1 1~ ~ { 6E 101 , , 1£101
1
V=~ m ~N.~ rn N 8£ lOl
~ WZm ~ , '
0 ~n~ 3 W N ~ N - {
V ~ ~ ~ mVm ~ £Z66aS
X~C
~ PT'1 ~ m
N 311S o
N n m n Z ~
~ Z ~o. N Z
m X m
c ;u
n z - iNi in dw dw
o~
z

COVER SHEET 1
ROADWAY PLAN 1 PROFILE -SADDLE RIDGE DR. 2-5
ROADWAY PLAN /PROFILE - BRIDLE CT. & WITHERS LN. 6
ROADWAY PLAN (PROFILE - STIRRUP LN. & BUGGY LN. 7 SITE
EROSION. CONTROL PLAN 8.9 S.R. 1123
STREAM BUFFER IMPACTS & STORMWATER MANAGEMENT PLAN 10-11 m N P
ROADWAY DETAILS 12 Nr
STORM DRAINAGE DETAILS 13 LL
STREAM CROSSING DETAIL 14
EROSION CONTROL DETAILS 15
S.R.1122 ~ ,~QO
NOT TO SCALE
¦
~ ~
¦
GENERAL NOTES:
1, CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2002
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
GRADE LINES MAY BE ADJUSTED THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED
BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PRO,iECT. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC-ONE-CALL OR THE APPROP,RI=:1 E UTILITY ' ~
COMPANIES PRIOR TO ANY EXCAVATION.
4. THE EA SITE BORROW OR W RTHWORK ON THIS PLAN DOES NOT NECESSARILY B ~ ASTE
MAYBE REQUIRED.
FAND ADJUSTED BY THE ENGINEER IF NECESSARY. 5. ALL PIPE INVERTS TO BE VERIFIED IN TH,E
6. ALL CONCRETE PIPE SHALI~E REf(4~'ORCED CLASS III.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY COUNTY
AND STATE BUILDING CODES.
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE '
FACILITIES, ABOVE AND BELOWGROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF '
ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS
LY ACCEPTABLE. TO INSURE THE SITE REMAIN AESTHETICAL
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF
ALL WORK IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND
PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION J7 ~
CONTROL INSTRUCTIONS, IF APPLICABLE.
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES. 39 s 4i 42
3 ~ ~ ~ 44 ~0 ~ ~ 12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL ~
OA REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
13. ANY SUBSTITUTIONS CHANGES OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER 0
0 4s SO 0 47 O 0
PLANNING DEPARTMENT STAFF, AND DEVELOPER. 33
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL
PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT 51 0 0 ~
0 CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED 32
T0. CITYlCOUNTY APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY g7 S9
ENCROACHMENT AGREEMENTS, EROSION CONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER ~
ea ~ PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, 3,
POWER EASEMENT ENCROACHMENT AGREEMENTS, USACEIDWQ PERMITS, AND STORMWATER PERMITS. 1F 81
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST
30 CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. O
93
29
28
27 O
ti 2S zg WILLIAM M. & KATHY M. ARRiNGTON
Q /8 Q O ~ Q
17 24 61B1e1p 30618TH ST. 2a ®eq~ee ~A®eEe
O C 6~o N CA~O s©~ BUTNER, NC 27509 O \ 9 e®0809
ARCHITECTURE ENGINEERING ,9 ~e , ° sss ° ~~o DEED BOOK: $85-649 ss ~c.o R 9
,S 12 O PLANNING CONSTRUCTION e og o
13 9 Z, SER4~ - e s n
t4 POND 1000 CORPORATE DRIVE, SUITE 101 POND ~~54~~ ° t~~ q ~ e ( OGS ~q3o
HILLSBOROUGH, NC 27278 ,,~se ~ 10 ~ ~ '9~ `a w" O 2~ O •°s'V . ~9°
VOICE 1914 732-3883 FAX [phone]b
wwwsearbrown.com a~~oo J. f3 ae ~d~ 1889F98 t`
19
14.1 Ivi Pi ROBERT CHMEI RU -SR 1123 iFPEI RU. -SR 1123`!_
eooZ o 1 130 PROJECT NO. 17951
dnoa~ iopisaNVU,~ SHEET 1 OF 15
SITE MAP MAP
NOT TO SCALE SCALE

Z
~ ~
Z ~ U
w ~
w ~ Z v~i •o
~ Z ~
~ ~ Z ~ N w U ~
Q/ ~ ~ SITE
w
N~Q S,R,1123 • ~ N LL
N 1.~ ~ N
~ ~ ~
~ OZ~ 0 ~ ,N C
~ W Q = f~ w 3
~ 0=~ o
H UU Op"~
~ Z Umw N _ Z °o J U
= Z o~0
U Q x > ~ J
g,R.1122 Q ~
0~
NOT TO SCALE
, \ \ ~ DISCHARGE #8
' ~ LEVEL SPREADER J

4 ice'' \ ~ . \ ~ _
ri a
LOT 28 \ ; _ v ~ ~ r
~ 1 ~ O i
/ ! ~!y' J
~ 2 ~ ~ / j i0' DRAINAGE
LOT 26 EASEMENT
LOT 27 ~ , , ' ~ , ' ~ TREE PROTECTION F
_ / DO NOT DISTURB THI EE PROTECTION FENCE ~ NOT DISTURB THE BUFFER
f~' ~ ~ ~ ' BEYOND THIS FENCIP ~ ~ YOND THIS FENCING.

\ ,r', ti, e DISCHARGE #7 + ~ DISCHARGE #4
LEVEL SPREADER ' LEVEL SPREADER DISCHARGE #4 EVELSPREADER
BUFFE T P R IMPAC #1 ~°s ~ f
SEE TABLE. / 3 DISCHARGE #5 -DISCHARGE #5
l 5~' ~N. ° '/r' ~ LEVEL SPREADS ; w, LEVEL SPREADER
/ ~ . 120 i LOT 25
i j l ~ ~ / p0
/ ~ ~ F ~
/i / ~ / d'//
/ ' ~ ~ ~ TREE PROTECTION FENCE / ;t
/ %DO NOT DISTURB THE BUFFER ~
~ ~ ' ;BEYOND THIS FENCING. , / ~ ~
~i,; ( ~ ~ x~ \ ,SOT LOT 24
\ \ V i i 1 30
\ \ V1~ \ ~ f f, , f ~ V F ' ~ ' ~ ~
` I t^~1
~ / LOT 17` ; ~,r,
l ~i ~ _ A ' ` ~ ~,/r , _ ~ l~y 4 ?5 , ll ' ~
r ~,'~r ~ ' LOT 23
~ gIlFFE~ I l i l ~ ~ i
` N q-.. / O~ ` ~I~ / _ - - - 50 i~s,~'~'~iJJ ~ ~ r
` wt... /Iwww F ,~o AppY0B~E8Ria~a~C<
BUFFER IMPACT #4 ®g,~q0 C~~~ "Sy". ~ ~
~ , - s4 - ~-e ~R1PP` ~ ce ~ a~~~se,~~E9~, SEE TABLE. ~ ~ 96
~ N-=~. - - - LOT 16 t ,,_O, m e 9 P p d
( ~ ~ , ~ ~ 1 ' ~V. 0 y~ 0 ¢ 0
' ~ r ' LOT 22 4S3 e - ~ 26
~ - - _ - ~ ~ ~ LOT 12 ~ r y 15 DRAINAGE t' ~ ~ o~T o ; r~,, k ~ ~'rA `6
~ rr ^ _ EASEMENT k ~ ®~ifl ` eta °~J~~'' ~ DISCHARGE #2 ~+a~ A ~ ~®o,°~~*'°°°°~~~'~
~ ~ v ~,~,F' LOT 11 1 ~ ~ ~ LOT 11 ~ LEVEL SPREADER ~ ~ ~`zAe, ~cr~. Eii~:'~'°s~~~ R S,o
1 1 LOT 15 /i n/ l i ...r ~
I ~ i? ~ T T
t ~ 1 / 1 I' I I N / , i i ~„I ~ ~ ~ ' TREE PROTECTION FENCE ~
I r I / J J - DO NOT DISTURB THE BUFFER ~ ~ ~ o ~
ll I i 1 ~~~Nt r. I. I aoE~ ,--w'"w LOT 13 I BEYOND THIS FENCING. \ ~ ;LOT 21 1 ~
1 ,pµp,1N I ~ ~ ~ f:^
I I . 20 I; I I 1 r' I 4
I { LOT 14 I DISCHARGE #1 I
I ~ I ///1 LEVEL SPREADER 0
~ I ~ DISCHARGE #3 I ~ I 1 LEVEL SPREADER I P ND I F
NOTES: I I " = ' I ~ ~ z' ~ ~ N ~ ~
NOTE A l l ~ rr 2 I ,i°~ / N W i~ r ~ Z ~ W W_
THIS PROJECT CONTAINS JURISDICTIONAL STREAMS. THE CONTRACTOR MUST / / ~ PHASE _ LIMIT STREAM BUFFER IMPACTS TO THOSE SHOWN ON THESE PLANS, ~ ~ I ~ I i ~ ' 7 ,i ~ W i' W
T E E PLANS. / / / - ; ~,.o:,.. / ~ _-SE 1 I r LEVEL SPREADERS MUST BE BUILT ACCORDING 0 TH S / FEMA FLOODPLAIN r ~ ~ ' PHA ~,I ~ LOT 20 -
/ FLOOD zoNE ~ BY OTHERS) I NOTE "B" / 1, ! LOT 1 ~ ~ i~ ~ C~ a i LOT 10 W ~ ~
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE A AS DESCRIBED IN / / ~ ~ FF~~ i _ ~ o 0 ~ ~ ~ ~
FLOOD INSURANCE RATE MAP #37077C1025C, DATED 9!28190. ! ~ ~ 1 0~ ~i 15 ~ ~ ~
I ~ I, ~ _ ~~g~PP i I' / / ~~'~,ti r M ~ ~ .c 9 w o o
1 I I E~s~ O' i 1: { I ~ O F~~ ~ / ti~ 1 I ~ ~ 1 i ~F ` i ~ , ~ a A ~
1 I ~ I i ~ - 24" CPP~~ 1PN8 r' TEMPORARY NEUSE BUFFER IMPACTS / ~ ; PPR ~~1'
ZONE 1 ZONE 2 TOTAL / ~ , / \ ,~'i ~J ~i ~ _ m a
IMPACT IMPACT IMPACT ~ / i~ 50 O ~i: ~ r N 2n: , . .
IMPACT# (SF) (SF} (SF) / ~ ~ ~ ~ ~ ' / _..-~"i ~ LOT7 ~ LpT-9- 1r z
4 0 2,039 2,039 LOT 4 ~ ~ ~ ~ ~ ~w.~ TOTAL o 2,oaa 2,o3a j ` BUFFER IMPACT #3 LOT 3 LOT 6 DATE: 31113
, ~ ~ - SEE TABLE. ' LOT 8 JoB No: 17 51
1 ~ v, LOT 5 i I _ 9 ,r
PERMANENT NEUSE BUFFER IMPACTS ! ExIS~ING ' DRAWING: 17 5 7 - i r
ZONE 1 ZONE 2 TOTAL ~ DRIVf:WAY IMPACT IMPACT IMPACT ~ r90 DESIGNED: y LMH
IMPACT# LOT 2 (SF) (SF} (SF} 4 L 80 y ~ ~ LMH \ DRAWN;
, , 1 8138 5407 13545 ~a v , ~ _ . _~a e. ~ v ,
/ 2 5,803 3,888 9,671 r~__~_ CHECKED: 0 ,
3 1,489 1,014 2,483 / ~ HORIZONTAL SCALE, I
TOTAL 15,410 10,288 25,699 + 1 -i00 r~
VERTICAL SCALE: m .
STORMWATER MANAGEMENT TABLE ~ i
a ~ TGF-P`dec,`=' ~ CLIf:GT AI(1
AREA t Cc 110 010 STORMWATER MANAGEMENT DEVICE L_ IIGAD _ OOPUBLIC R/W
DISCHARGE# (ac) (in/hr) (cfs)
1 0.21 0.387 7.22 0.59 10' LONG LEVEL SPREADER
2 2.19 0.363 7.22 5.74 75' LONG LEVEL SPREADER
3 2.05 0.388 7.22 5.74 75' LONG LEVEL SPREADER
4 1.88 0.387 7.22 5.25 68' LONG LEVEL SPREADER 5 0.90 0.398 7.22 2.59 34' LONG LEVEL SPREADER SCALE: 1" =100'
6 0.26 0.443 722 0.83 11' LONG LEVEL SPREADER 100' 0 100' 200'
7 4.05 0.319 7.22 9.33 121' LONG LEVEL SPREADER OF 15

Z
~ ~ Z ~
Y w ~
w ~ z~
z
Z o
w U ~
o ~ SITE
w
W ~ N ~ Q
~ LOT 38 S,R.1123 • w N
N L.L ~ N ~ , ~ ~ ~
\ ~ ) 11 oU~ a 1 1 a: w z, u
\ III 11 ~ W Q=m c
1 1 ~ w 3 1 1 ~ 0 0 o
LOT 37 I ~ II LOT 39 I ; I 11 ~ ~0~ ~
I II ~ II ~ . 1 1 U~ 0~ 0 1 w Z (}mw ~
1 1 ~ - ~ U i 1 1 2 Z ~ ~
~ i' ~ 111 Z o_0 1 U Q
~1 1 ~ ~ 11 1 122 Q n.
~p 1 1 11 1 S.R,1 J 1 till
O 1 11 1 Q`'
~ ~ 1 11 1 5' 1 ;11
S LOT LOT 44 1 ;1 1 NOT TO SCALE 1 ,1 1
1 11 t
~G A ~ LOT 40 LOT 43 1 ;11 1 11 1
;~.ti LOT 36 y LOT 42 1 ,11 J 1 1• ,
LOT 41 ;1,
1 ;II i I I i
~ ~p ' DISCHARGE #15 - o ~ r ~ ~ LEVEL SPREADER CHARGE #15 ( I l\ IEL SPREADER I \ ~
0 a , l fir/ ~
~ _ ; ~ ; 1 /
A , _m.~.._, _ ~i~ .,M / ~j ~ ~ ~ %
s. ~ _a „ r " . - , I 1
LOT 35 c'~ ~ _ Il I I
~ ~ ~ ~ NAGE 20 DRAT 20' DRAINAGE ; I I I
EASEMENT 180 EASEMENT III I it I I
it I ( I II 1
` ~ III I
0 ~ 7~ _ Q III I III I
LOT 34 ~ I II I I 11 I \
~1 \ \
i \ \ 1 \
\ \ \
LOT 49 LOT 46 \ \ \ \ \ \ \
LOT 48 LOT 47 \ \
\ \ \ \ \ \ \
LOT 45 \ \
o ~ LOT 50 0 \ t i
I lr r 1
I ll l l I ll i I
LOT 33 LOT 56 LOT 56 ( t t 1 I I ll I I
r I ll I I
i LOT 51 f a;l 1 1
) DISCHARGE #1 ~ Jj LEVELSPREA( DISCHARGE #14 I w I f f W l 1 r ! 1 ~ 1 LEVEL SPREADER t m ll l
LOT 55 - 180 , t elrl! m
LOT 53 ERS ~,pNE LOT 54 l ~lrl~ ! . t nQll l Q 1
WRH 160 o _ 1 alll a ! i ~ jl l r f
BUFFER IMPACT #2 DI HAR 1 l ~lll~
GE#3 ~ ~ SEE TABLE. - _ LE L SPREADER ~ 1 =ltl~ 1 1 r I t 1
l l l h I
1 - i E>dT . _ 4 INANE CEMENT lI r 1 ~ w 1 1 I 1
~f' ~ ~ ~ ~ ~ 'r""~ ~ I 1 l / 1 1
t „ , - r / ~i~/
r LOT 32 ' r I r,,~ ' DISCHARGE #11 'y ~ ~ ~ ~ 91r 1'n~„_ 1 ~ ~ ~.~~a
LEVEL SPREADER ~ ~ \ _ m. ~ ; \ o S 1 1 ~ 1 1 1 ~ F;
i'" ~ 1 Q ~y.._ ~ D l~ 12 1 ~ 1 1 11 V 1
~ ~ \ y LEVEL SPRE/~DER _ . ~ G i tl 1 1
~ t\ , , i ~1 1 1 m ~ ~ J~ 1 ( ~
' \ 0 1 . ~ p - - LOT 57 OT 57 ~ i~ / 1 I
\ •`~'As { SEPTIC 1` Z 'A I \ < / a
EASEMENT,~~ ~`Y Cp` ~ ~ LOT 58 1 \ l \ \ \
\ \ ~ ~ \ ,y LO 59 ~ T \ \ ~ \ \
\ ; ~ ~ ~ , ~ ' ~ \ DISCHARGE #9 \ 1
` \ \ ~ LEVEL SPREADER o ~ ` ~ ~ ~ \ I ~ ~ I _ _
/ / ~ J J
~ ~ \ ~ % /
/ ~ / ~ ! i ~ / / I ~
I \ t 1 \ \
~ LOT 31 170 . \ \ \
~ DISCHARGE #10 ~ ~ ~ ~ ~ ~ \ \ z
% LEVEL SPREADER i ; ~ ~ ~ `.LOT 60 ~ ~ \ \ 0 \ \ a
\ \ ~ N
\ \ \ N ~k 4k
DRAINAGEr A ! ~ ~ ~ ~ SF ~ \ \ \ Z d W W
EA5EMENT ~ 70 ~ti ~ ~ ~ ~'ia Z / ~ ~
/ i ~ ) ( ~ ~ / 1 N
~ ~~s ~ti~~~`. G~ / / ~ ~ > ~ i ~ ~ / W o 0
NOTES. ~ ,LOT 61 ~ ~Qj . ~ ~ 15 DRAIN 15' DRAINAGE ( ~ ~ ~
~ EASEMEf EASEMENT \ \
NOTE "A" ~Qj ~ G~,c O THIS PROJECT CONTAINS JURISDICTIONAL STREAMS, THE CONTRACTOR MUST ~ F~ ~ 1 ' O O h i\ ~ I F N CO
C ~ ~ ~ ?p. LIMIT STREAM BUFFER IMPACTS TO THOSE SHOWN ON THESE PLANS, LOT 30 F LOT 62 ~ ~ 0
LEVEL SPREADERS MUST BE BUILT ACCORDING TO THESE PLANS. ~ ~ `~IN ~ , qG ~ ,FFgs ' / / ~ ~
„ " ~ ~ . NOTE B , ~ ~ ~ ~~Fj~, ~ / W /Ir / / ,p / d1 , T/ / / p. / ~
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE A AS DESCRIBED IN ` N
FLOOD INSURANCE RATE MAP #37077C1025C, DATED 9(28190. w. ~ ~
O i % / ~ / / / DATE; 3112103
~ PERMANENT NEUSE BUFFER IMPACTS l ' / / % JOB N0. I ;~1 ; 17951
ZONE 1 ZONE 2 TOTAL p 1 11 1
IMPACt IMPACT IMPACT LOT 63 ~ IMPACT# (SF) (SF) SF 3 1 ,1 1 \ DRAWING: 17951 1 1 \
( ) DISCHARGE #8 \ LEVEL SPREADER 1 8,138 6,407 13,545 1 `,1 \ \ DESIGNED: 1 \ \ LMH
4,,; 2 5,803 3,888 9,671 ' "'w-. 1 \ \ 1 ~ \ \ \ DRAWN: LMH
, ~ 3 1,489 1,014 2,483 \ \ CHECKED:
TOTAL 15,410 10,289 25,699 ~`j \
LOT 29 HORIZONTAL SCALE: \ \ 1 =100'
t ~ r 5 4 ~ \ \
STORMWATER MANAGEMENT TABLE ; ~ DRAINA E c \ ~ VERTICAL SCALE: \ • \ \ NA
~~n ~.,n erneeun,eree ue~,aneue„r nnen,- ~
DISCHARGE# KImA CC ~~nlh~' (dg) vnmrrnicmm~ivnvuvioiviuwivc DISCHARGE #6
8 0.36 0.517 7.22 1.34 17'LONG LEVEL SPREADER ti LEVEL SPREADER SHEET NO.
'i 9 5.80 0.339 7.22 14.20 185' LONG LEVEL SPREADER ~N, --------1
10 0.08 0.521 7.22 0.30 10' LONG LEVEL SPREADER
11 0.82 0.438 7.22 2.59 34' LONG LEVEL SPREADER
12 0.14 0.521 722 0.53 10' LONG LEVEL SPREADER LOT 28 ~i _ SCALE: 1 100
13 0.33 0.383 7.22 0.91 12' LONG LEVEL SPREADER
14 0.49 0.471 7.22 1.67 22' LONG LEVEL SPREADER - - 1 00, 0 100, 200 - - \
15 3.74 0.379 7.22 1023 133' LONG LEVEL SPREADER ---J/ o OF 15

CULVERT INSTALLATION CONSTRUCTION SEQUENCE Z
i. PERFORM CULVERT INSTALLATION DURING DRY WEATHER CONDITIONS TOMINIAIIZE DISTURBANCE TO EXISTWO CHANNEL. ~ O 2. WHILE THE STREAM6STILL FLOWING IN RS E%ISTING CHANNEL,CON&TRUCTATEMPORARY AVERSION CHANNEL THE OIVERSIINv'SHWLD BE PAPALLEL TO THE E%ISTINO
CHANNEL AND APPROXIMATELY 15' OFfSET FROM THE EXISTING CHANNEL. INSTALL A PLASTIC LINER IN THE DIVERSION TO PREVENT EROSION. 00 NOT REDIRECT KOW INTO ~ F-' THE DIVERSICN CHANNEL UNTIL THE DIVERSION IS fMBSNED BEING SUII.T, ANO THE PLASTIC LINER IS INSTALLED AND SECURED. IN OTHER WORDS. LEAVE STREAM FLOW IN THE U
EXISTING CHANNEL UNTIL THE DIVERSION IS FB118HED BEING BUILT. WN1EN THE DIVERSION CHANNEL IS FINI8HE0 BEING BUILT, AND THE PLASTIC LINER IS INSTALLED, CdJSTRUCT A BEFM NEAR THE CULVERT ENTRANCE TO DIVERT FLOW FROM THEE%ISTNG CHANNEL TO THE DIVERSIOJ CHANNEL,
C7m E Cy m 20'•2" Two PIPES C.~.1 Bn A Bn E GENERAL NOTES; F.Q M'4~ 30'•4" EE PIPER BEE STD, @ 8EE STD, M 89@.46 FOR GENERAL NOTES. 3. MAINTAINDNERSIONANDPLASTICLINERUNTLL.CULVERTINSTALLATIONISCOMPLETE. W N O. INSTALL CULVERT M70 OUTLET RIPRAP PER PLANS. ~ N ~
t•1' Z OPTIONAL MANHOLE CHAMFER ALL EXP08ED CORNERS t". 4 < _ _ M~ Z N 2•V1 @ it-8" N -2.02 OR G3 2-rr3u rr 1 " , H } 5. UPON COMPLETpN OF CULVERT INSTALLATION, REDIRECT STREAM FLOWFROM THE DIVERSION BACK TO THE NEW CULVERT. DO THIS BY REMOVING THE BERM AT THE CULVERT rr0u 10' S ENTRANCE. CONBTRUCTA NEW BERM AT THE OIVERSKIN ENTRANCE TOBLOCK FLOW TO THE DIVERSION. FLOW IN THE DIVERSION CHANNEL SNW LD NOW STOP, AND FLOW Z ~ 2 2 gf SHOULD BE RON7NG TNRWOH THE CLA VERT.
N O ~ S" UBE CLA88 "B" CONCRETEr TNROUGHWT. l„ l CC v ~ N y,OA = GTR. FACE " n = 2 2n m O ~ I 1 MORTAR JOINTS 1¢ s 111 THICK. L1. J d hH Z r O ~ ~ ~ m m 2•Bt 2 Vi @ A FILL FACE ` 2° 2" i~ V 8. REMOVE FI.ABTIC LINER FROM DIVERSION CHANNEL, AND DISPOSE OF IT PROPERLY. GRADE OVER THE DIVERSION TO ACHIEVE UNIFORM TOPWRAPHY. O ~ ~ FILL FACE M+1Q 7. COMPLETEORWINOANDCOMPACTIONPROUNDCULVERTAREA,CONBULTWITHAGEOTECHNICALENGMEERTOOVERSEEPROPEREARTHWORKANDCOMPACTION. W U N
l•,~ Z x D _ _ - _ _ COIN;AVE T00 ALL EXP08ED JOINTS • O O y = m Z S F' OO t7 X X UBE f0AM8 TO CDNBTAUCT THE BOTTOM BLAB. W Lt ~ SDI 1-Vi STR• FACE EE ~ Yt FILL FACE 0O3.=Z M EE ~ Y1 @ B" nyn rr "V"@ 1'•/" I~
x'~ y. m ~ ~ ~ , _ = O r ~ ~ ~ H o ~ x ~ ~ m m ~ I , - ~ o TAIL N yDpO k~ ~ - <m . k a' I I JUYBO BRip( WILL BE PERMITTED. CONCRETE MACK OR 4 Q N Z I I , I • ~ 2•B2 N W D TAIL HI L @ 8 W ~ {L ~ N1 @ 9"PIPE NOT nHn ~ V O r TEMPORARY Y DIVERSION r ~ _0
x O I 7 ~ I m u ! ~7) 80LID CONCRETE BLOCKS MAY 8E USED IN LIEU OF CLAY BRICK H x T~W y O = ~ ~ O ~ i. ZMpr't'l a ~ ~ ~ y" ~ n n n . n OI-1L0 ZM ~1T m o a ,~W l a ti I n .r 1 O ~ N - ~ K Y / ~ FOR 5.0 IN NEIBNT OR 1E88 "UBE S WALL • DYER 8.0 p N - r, BHORRI rr n H = } W SEE SECTION "A" LLI ~ O
n S'- - dl ' ¢O~ ~ O~~"I m ti I ~ ry I 3" DIAL DRAINS Yt 8 ~ ~ ~ ~ - ~ ~ ~ u ~ ~ HEIBNT, UBE 12" WALL TO B'•O FROM TOP OF WALL, AND B WALL O H n 1 0 1 I I 1 I / B„ @ WI L D - = ~ ~ FOA THE AEMAININQ 8'•0". AOJUBT DIMEr18I0N8 AIM QUANTITIES Z D ' a~ I ~ ~ _ - l 8 N y C LL ha ~ X N e OOH ` r rz k`EA#2~14BEIjM r ~ N 0 Q
~-I I ACCORDINGLY, ~M ~ _ L - fL0'N LINE m m ro o ~ 'I~" ~ WN a T4 N d Q l.i. ~ ~ fr. ~ !i.
O ~ IF REINfORf~D CONCRETE PIPE IS BET IN BABE BLAB OF BOX, ~ W y0 - - - - = B' = 3+! .I 3' ADD TO BABE AB BNOIM ON BTANDAAO NO. 84D.00. 0 Z 8n I , 8n en• nTn rr" ` L W N Nr'J
Y r, C', PROVIDE ALL JUNCTION BOXER OVER 8`•5" IN DEPTH WITH 9TEP8 Sn T B" T5 @ 8" 6'' O 000 DU o 3r-On ~ W Z Cf1 U
PLAN 8EE STANDARD 84o.b4 " 12" oN CENTEIN IN ACCORDANCE WITH 81D. 840.88. ~ CON8T. JT, I 2.83 2•Bt 2•Ni 8r-On f0R MANHOLE COVER d FRAME SPACED 8 4-Yi @ B OPTIONAL C' To C' ADJUST'THE STEEL CONCRETE AND BRICK MASONRY QUANTITIES 4-N1 FILL FACE SECTION - I SECTION - AA ~<r ~ . N ~ SECTION - BB ~ ~ _ t` I••U Q = ~ 3
TO INCLUDE 71~ AbDITION OF THE MANHOLE (I.E. DIAODl1AL BARB ~ m .J BRICK NAY BE USED TO S110RTEIMD AROUND OPENING IN TOP BLAB, ADDITIONAL YMUJriE O ~;t w ~ ~ o tif' ~ 0 ~ enL ~ ~uT~IU FoA ENDFNLL ~ ~ ~,+r';; EXISTING CHANNEL ~ 0` ~ ~ 0_ ~ .Q
ADJUST FRAME d COVER HEIGHT BRICK MASONRY, OPENING IN TOP BLAB,) x ELEVATION n TO SURFACE ELEVATION M4X, 1' / MAX, DEPTH OF THIS BTRIICTUAE FROM TOP OF BOTTOM BLAB TO ~ , n AEINF, STEEL 2 PIP @ 8 PIPE8 J W ,_,RIPRAP~.~ H ,n ~ ~ O" ~ Irr BAA SIZE LENBTH N0. IAlrl N0. E1111 J ';~APFtON ~ ~ RCP STORM PIPE , V V O ~
TOP ELEVATION 18 12 FEET. O m TWO PIPER 10 •1 T2 OR T3 TOP d BOTTOM 4" m HEADER ~ O ~ m THREE PIPE9 i6'•2f' T6 @ S' TOP d BOTTOM - Q O \i Fw- Z UmW
Z o~~ COUR8E8 LL ^ W Z 2 B n W ~ ' ' _ x W m ~ ci 119(p- I I I e ~A• @ en N ~ 62 #4 4'•8° 4 12 4 12 O 01 ~ Z pO J U
~n W OUTLET PIPE ~ O O J m O hrl n n ~ Z BANS IN a ~ "w PIPE NOT ~ -H H = „ m O_ W ~ y ~ I I TOP OF FOOTING ' BNOWN ~ B9 N4 7'•0" 4 i@ B 97 W PLAN = Z p ~ "w PIPE NOT = W U Q ^ _ ~ T `f ~ BNOWN 02 k7 tA'•10" 2 11 - Z W Fay ~ J
N x C~ I m EoAF 1 0. ~ C~!1 x e m 21 a 114:1 g6 > d 09 R7 90' 0" 2 128 H a CONSTRUCT TEMP. STREAM DIVERSION PRIOR TO CULVERT fNSTALLATION. Q 4. 'E - MAINTAIN DIVERSION UNTIL CULVERT AND RIPRAP INSTALLATION COMPLETE.
~ ~ ` D INLET PIPE SECTION ~ - - - - - - ~ _ Ht M4 T•2'r 10 18 10 48 ~
x z 5" ~ ~ ~ _ xNC F.JtO Mn~Z c 0 v QUTLET ELEVATION C-C OR D-D a a co ~ p v q ~ H2 IE4 6'-/" 2 1 2 7 W N H3 M4 3'•6" 4 4 9 n
D z ~ ~ ~ 6'•1" I Two ,o SECTION X-X ~ r* _ v ~ v DIMEN8ION8 AND QUANTITIES FOR eRItB( JIWCTION ~XEB p ~ v m 70 ~ ~'"m PIPE I 6" TAPER DETAIL ~ V W
~ r ~ 8EE STANDARD 840.64 ~ ~ ~ ~ v ~ ~ I 10'•2"ITHAEEe•N1 ~"I v FOR MANHOLE COVER d FRAME DIMIENBIONB Of BOX AND PIPE REINFORCEMENT ~ BLAB CUBIC YARDS iglg FOA p1E ~ 7 a x V iA v 8" 0 PIPES I T4 ~ 'APER DETAIL N1 115 3'-11" 1e T4 ~ ~ _ ~ ' a TEMPORARY DIVERSION N2 N4 9'•6" 8 0 8 18 ~ M V ~ ` EXISTING CHANNEL
PIPE 8PAN WIDTH HEIGHT BRAS DIMENSIOMB CONC. BRICK NA90NRY PIPE W~YDS. ~ O ~ N ~ 7n I I ( 8 BPA~ @ 9" "N" SAAB B SPA, @ 8" FILL fACE I~•l = A BRICK MAY BE USED TO TOP d MIN. WALL PER y ~ ~ ~ ~ O ' IN BOTTOM OF FOOTING @ 8" FILL fACE T2 4 24'•8` B @ ~ ~ ~
~ x ADJUST FRAME d COVER ~ D A B H N0. LENGTH E F BOTTOM HEIGHT FT. HT. C•8. R.C. x V x N ~ fll ~ o + t n 6•N2 P 3•V2, 2•V3, 2•V4 2-VB m O ~ Z 8" TO BURfACE ELEVATION MAX, 1 CU• ~ Y0 ~ YD• y F~ ~ ~ H N 9 8 ,3 3 '6~ 2 S A. @ 2'•8" STR. 2•V9, 2•V4 2-VB #4 18'•1" 12 146 W 17 ' W 15' ~
r- O 117 n rr n + n , n + x r " r n +•4n M•1 ~ N '9 m Z PLAN FACE 2-H1, 1•H3 fT1 u X 8 EXP. JOINT 12 2.0 2.0 2.9 I2 3.1 3.4 3 0.412 0,691 D•PB9 0.020 0.082 3 O ~ " „ T6 N4 2'•8" 80 184 122 204 rN4 ~i
~ ~I / 18" 2'-0" 2'•0" P'-8" 12 3'•1" 3'•4" 3'•4" 0.412 0.867 0.288 D.031 0.047 J m v m Z 4 SPA. @ 1r•8° FILL Y2 4 SPA, @ 1'•8° O ~ " ~ ~ " ~ 2 ~ FACE 8•H1, 1•H2, i-N9 H2 STA. FACE 4SPA,@1.8 J ~ W STA. FACE , „ 19 ~ G7 ~ J
~ 1.n Bn 18" 2'•4" 2'•4" 2.8 14 3.6 9 •B 9 •B 0.481 0.814 0.29e 0.044 0.088 W 0 ~ _ ~ r n B" ~ 2-V2, 1•V3, 1•V4, ' ~9 24" 9'•0" 8'-Q" S'•3" 15 4`•1" 4'•4" 4'•4" 0.596 1.478 0.802 0.078 0118 e ~ 81@" ~ 21 4.0 V3 2-Y2, 1•V3, 1•V4, i•Y5 V1 N4 7.3 12 61 Z = m V2 @4 8'•10" t0 @@ 10 38 W ~
n = err 3'•4" 3'•4" 3'-9" 10 4'•6" 4'-B" A'•8" O.B07 L4S1 0.396 0.122 0.170 r ~ m r , 1" ~ VS M4 5'•0" 8 2D 8 20 ~ FASTEN OUTSIDE EDGES TO J y4 Y4 N4 4' • 1" 8 1/ 8 11 ~ GROUND WITH STAPLES
88" 4'•0" 4'•0" 4`-3" 20 6`•1" 6'-4" 6`•4" 1.068 1.889 0.481 0.178 0.288 y ~ a o a Z2 3.8' ~ V4 V6 42" 4'•B° 4'•8" 4'-8" 22 6'•9" e'•0" 6'•On L838 2.608 0.627 0.240 D•829 4 N M Z3 2'•10" 5° H1 N1 V6 V6 M4 9'•2" @ 19 @ 19 ~
48" 6'•4" 6"•4" 6'-3" 28 5'•6" B'•8" S'•5" 1.e1e 2.940 0.880 0,913 D•422 H1 8'•7" _ Z2 @6 4'-0" @ 26 8 26
" 64" 8'•10" 6'•10" 6'-B" 28 e'-11" T•2" T•2" 1.902 8.602 0.809 0.898 0.686 ~ n 1 1~ ~ T4 Z "Z" Z3 k4 9,•4" 8 8 2' MIN. ~
80" 8'•B" B'-8" 8'•3" 30 7'•7" 1'-10" 1'•10" 2.272 4.113 0,888 0.4N D•SBO H3 2.10 HNII BARS 6•N1 " 4•N2 SHEET 1 OF 1 SHEET 1 OF 1 EET 2 OF 2 uHu BARS n 8PA• S 9 SECTION Y-Y ee° 7"-1" T•1" B'-9" 92 8'•2" 8'-6" 8'•6" 2.524 4.778 0706 0.69, 0.798 Z BARS n 4•N2 REINF, STEEL LBB. 713 1018 2 OF 2
840.32 840.32 838 ~ 40 WING ELEVATION ION CG9.1C,8, W, YDB 10.6 19.8 4' E A T - 838 ~ 40 CREATE BERM IF NEC SS RY 0 ACHIEVE
2' MIN. DIVERSION CHANNEL DEPTH. LINE DIVERSION CHANNEL WITH 12' W PLASTIC
LINER, SEE SECTION'S". FASTEN OUTSIDE EDGES TO GROUND WITH STAPLES.
SECTION "A"
OI~TI Y 1'•e" QENEAAL NOTES; C
N ~ UBE CLABB "B" CONCRETE THROIIOIaUT • ~ } 10' MIN, OVERLAP LENGTH
N• Z JUMBO BRIOK WILL BE PERMITTED, CORCRETE BRICK OR 4" 80LID Q y OO CONCRETE BLOCKS MAY 8E UBEO IN LIEU OF CLAY 1AICK5• ~ ¢ C)
m C ~ ~ ~ PROVIDE ALL DROP INLETS OVER 9'•SY IN DEPTH WITH BTEPB 12" W J O ly Z i„1 Z ~ x D X ON CENTER. UBE 8TEP8 WHICH COMPL WITH 8TD DAAwiNG 54D•18• O O N x E%ISTING~BTREAM iEMPORARVDIVERBroN
170 m X OPTIONAL CON8TRUCTIOT • MONOLITHIC POUR, 2" KEYWAY, OR A4 BAR DOWELS AT LL x~ A 12" CENTERS AS DIREC ED BY E ENGINEER, ~ O~
x y ~ O UBE FOAM FOR THE CONSTRUCTION OF THE 80TTOY BLAB. H x N TEMP()RgRYaVERSIWy EXISilNGSTREAM
Z I..l ~ l- ~1 IF REINFORCED 1~NCRETE PIPE 18 BET IN BOTTOM BLAB OF BDX, ADD TO BLAB y F W ~ t7 ~ H AS SHOWN ON STD. N0. 140.00 • ~ O y,l BURY UPSTREAM
• ~ -I~ + n 'AHEM PAYNHIT f0R THE OAOP INLET I8 M40E ON APER EACH BA8I8, THE Z y D ~ 1 •5 CONCRETE APRON WTLL BE yNBIDERED PART OF THE DROP INLET,
y H 1 CONSTRUCT WITH PIPE CROWNS MATCHING. d O
Z -CONCRETE APRON MAX. DEPTH OF THIS BTRUCTUAE FROM TOP OF BOTT011 9LAB TO TOP ELEVATION 1 O I8 12 fEET• SECTION "B" NOTE: CULVERT INSTALLATION SHALL TAKE PLACE DURING DRY WEATHER CONDITIONS.
USE STANDARD FAA1E8 AND QAATEB 840,22 (SHOWN), 840.24(BHONN), 540.20,
e4a•se, allo 940.99. Y 8EE STANDARD DRAWING 94026 FOR AITACHhWNT OF F1VWE8 Ala GRATER NOT 8H0'AN.
9 PLAN CHAMFER ALL EXP08ED CORNERS 1"• m TEMPORARY STREAM DIVERSION FOR CULVERT INSTALLATION
N DRAWING Nor TO SCALE. SEALANT
~ FRAME AND BARTER " " n W ~ m ` " d M
Z MEDIAN OR BIDE ~ CONCRETE APRON 4 ~ DITCH GRADE STOP ELEVATION BEE DETAIL 2 r
M n.,; j o y _ ~i n 'S F I_ _ - - - TOP ELEVATK)N OF STORMWATER - - - 0.5,-1,
H x A n T TEAIAL H W W N ~ = e" e• r ~ B MASONRY ~ ra4 12" ~I - ~ ~ #57 WASHED
Z ~ Sn 4n -•W rs~ ~ Z a ~,_I'i_~ _ _ STONE 1 MAX,
w~ ~ I o NI ~ v ..0. p. j. Q W c ~ D DETAIL ~ ~ .I DESIGN OF SPILLWAYS , I_ _ N
~ ~ D „ " 5" MAX. PIPE THIS BIDE - 18" (AFw011 M/P111i IM11CN) ~ EXLSTIHG SLOPE I- DRAINAGE AREA WEIR LENGTHI ' ' '-I l ~ I I _I I I_I
SECTION X•X DOWEL A I Y•Y M v SECT ON ~ x (ACRES) (FEET) 1 4.0 CLASS 1 RIP-RAP FILTER FABRX;
NZI- N 2 8.0 3 5.0
~ P ~ IEOIAH DircH eRADE x < N mmjz y~~ 4 10.0 5 12.o SIDE VIEW
O I - J _
I I I O -I I I ----=1 I__-, I Z ~ ~ MINIMUM DIMEN8ION8 AND QUANTITIES f0A CONCRETE DROP INLET I ~ I I I I W ~ i DIMENSIONS SHOWN ARE MINIMUM
m PIPE SPAN WIDTH HEIGHT a' w B W. YD. OF BRICK TOTAL DEDUCTIONS I I I I ~ I ~
Ga IN Mi NA80NRY IN BOX CU• YO f0A ONE PIPE I I I I N EXISTING SLOPES NOTE: HEIGHT 8 WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND
~ D A 8 N ®OTfOM H PER TOTAL H IN BOX C.B. A.C. I ~ I I+-MEDIAN D,I. pp BLAB Fr. HT. Bn~,~ m NOTE: INCREASE ALL MATERIAL DIMENSIONS AND HEADWALL DIMENSIONS TO ALLOW LEFT MOST C 12" 3'•8" 2'•0" 2'•5° o.3oe o.a4e o•835 1,146 0.020 o.os2 1' HIGHER IN ELEVATION. SEDIMENT STORAGE REQUIRED. JLEFT MOST CULVERT TO BE
16" 3'•B" 2`•0" 2'•9" 0.308 0.848 0•A23 1.282 0.023 0.038 VARIES KEY R(P RAP INTO THE DAM FOR STABN.IZATION.
1B" 3'•8" 2'•0" 8'•D" 0.808 0.848 1.008 1.318 0.099 0.049 DOWEL "A" 24" 3'-8" 2'•0" 3'•B" 0.909 0.845 1.211 1.620 0.069 0.056 I~ oc 4~ 03. .
HEET 1 OF 1 30" 3'•8" 2'•0" 4'•0" 0.809 0.845 1,854 1.50.4 0.09E 0.127 SHEET 1 OF 1 8" -1'
840 27 9B" 9'•8" 2`•0" 4'•B" 0.809 0.840 1.667 t.eee 0.132 0.175 840 27 i
W ~ ~ 'WEIR ED RIP RAP KEY
,
2 I } ~ ~
#57 WASHED STONE m J J
FRONT VIEW ~ J Q - ~
w o
z
STEP SEQUENCE ~ Z U
NOTE: INSTALL CHECK DAM BELOW CULVERT INSTALLATION WORK AREA. ~ W 0. N
U ~ N
(A W ~ O
Z ~ ~ Ia- U CHECK DAM FOR CULVERT INSTALLATION WORK AREA w
- o~
N ~ Wo
w SW ~ a=
00
~ ~ 4 N
0 M ~ O O
W m N
2
DATE: $J19102
doe No: 17951
DRAWING: 17951
DESIGNED: LMH
DRAWN; LMH
CHECKED:
HORIZONTAL SCALE:
NA
VERTICAL SCALE:
NA
SHEET NU.
13
OF 15

Z
~ Q Z ~
~U
W W ~
Z c~i~ ~o Z n
O ~ Z ~o N
w U ~
o
w
? yooQ
124' LINEAR DISTURBANCE LENGTH LLI N w 3TH ~
(127.9' STREAM MEANDER DISTURBANCE LENGTH) -Nch H) Q ~
U~ o
2 60' ~?N 53' 9' C W Q=m
CLASS I RIPRAP APRON - 60'L X 54'W X 14"TH TRIPLE w ~U~ 3 TRIPLE 72"CMP CULVERT GRADINGI v ! ~ 0 ~ ~
D50 = 9" NCDOT SUBDIVISION 2' GRADINGICONSTRUCTION AREA GUARDRAIL, SEE PLAN 8 PROFILE ;DOT SUBDIVISION ROAD. CONSTRUCTION ~ ~ 0 a
E PLAN 8 PROFILE SHEETS, AREA U 0 0 " w Z Umw H
114"iFT. 1141FT. 114"1FT. GUARDRAIL. ~ Z o ~ U CUSTOM HEADWALLS (BY OTHERS) = p J 0
SHAPE RIPRAPACROSS EXISTING TERRAIN CUSTOM HEADWALLS (BY OTHERS) 1^(p7, 1'Y SEE DETAILS. U Z o = ~ FT.
NEAR THE END OF THE APRON, (NO SIGNIFICANT SEE DETAILS. ti~ , 8' SHOULDER , 20' Pp GRADING AT THE END OF THE APRON.) COVER VARIES. SEE :R 20' PAVEM H 2• ~ ~ ENT WIDTH 8 S OULDER . ~ BARREL #3 INVERT IN =115.16 Q ~
iVER VARIES. SEE ROAD PROFILE. BARREL #1 & #2 INVERT IN =114.16
EX. STREAM EIANK ELEVATIONS =118 EX, STREAM CENTERLINE ELEV, =114.5 ORANGE TREE PROTECTION FENCE.
BARREL #3 INVERT IN =115,00 72"CMP BARREL #3 LOCATED OUTSIDI ORANGE TREE PROTECTION FENCE. ~ EXISTING CHANNEL & ELEVATED LOCATED OUTSIDE 72°CMP BARRELS #1 & #2 LOCATED IN DO NOT DISTURB BEYOND THIS POINT,
DO NOT DISTURB BEYOND THIS POINT. BARREL #1 ~ #2 INVERT IN =114,00 12"HIGHER THAN BARRELS #1 & #2. VEL & ELEVATED EXISTING CHANNEL ~ SUBMERGED 12"
BARRELS #1 & #2. TO ALLOW STREAM BASEFLOW AND AQUATIC LIFE CIRCULATION
,s as ~r' - - I
J
NOTE: PRIOR TO ANY CONSTRUCTION, THE ORANGE TREE PROTECTION FENCING AT EACH END Of THE CULVERT CONSTRUCTION, AS SHOWN HERE AND ON THE PLANS, MUST BE ~
SURVEY LOCATED, AND INSTALLED, IT MUST BE MAINTAINED BY THE CONTRACTOR PROPOSE D STREAM DI, ~^REAM DISTURBANCE CROSS SECTION
THROUGHOUT CONSTRUCTION. DO NOT DISTURB THE STREAM CHANNEL OR BUFFER BEYOND THIS FENCING, OR THE DEVELOPER MAY INCUR $100,000 OR MORE IN AT PROPOSED ROAD CR )SED ROAD CROSSING OF PERENNIAL STREAM
MITIGATION DAMAGES WITH NCDWO, CONTACT ACCULINE SURVEYING TO ARRANGE {STA. 26+60.08 {STA. 26+60,08 SADDLE RIDGE DRIVE) ~
TREE PROTECTION FENCE STAKEOUT. NOl NOT TO SCALE.
n ~
U7 ~ ~
n S '~0
> z z n ~ ~ 0 C F
~ Z r So- Ri p 0
c d o ~e c ~F i~ 0 ~
FQ- ha- la- (A N ~0 Q- ~ QP F
II INI II yo ~ ~ ~ ~~•~Q. F~ DO NOT DISTURB BEYOND
# ~ J J J ? 5 p~ TREE PROTECTION FENCE 8x ~ 0 0'~ UNDER ANY CIRCUMSTANCES,
W W W ~ ~ ~
m m m 00 +
127 _ ; 3 } ~ + \~v
~ A 126 f- ' - _ i" R ~ ~
QAO 125 .L _ _ o ~~Q Q0 + Q hg~ Q" 0Q'~J
~ ' N BARREL #2 ,Ei ~ STATION 26+60.06 5 ?j ? 6 ~0
124 0 ° _ x~o ~0
f ,~o , 123 I--.°_ 0 rz. _ _ REFER TO STANDARD NCDOT I HEADWALL AND WINGWALL DETAILS. } QO
~l 122'. 1 - -
(HEADWALLS WILL REQUIRE ONE } j I ; i f ADDITIONAL FOOT OF HEIGHT TO `~.a?~x~~
121 { ACCOMMODATE VARIED C L R N ` ~ ~ ( i { O E U VE T Sy° x.,,`71
j i I ~ O,~ INVERTS,) CONTRACTOR TO ADAPT 120 , ~ ~ . S~' , STANDARD NCDOT DETAIL ACCORDINGLY. "
f 1 . _ 119
~ ` ~ I i TRIPLE 72" CMP CULVERT. I ,
118 ~ , 10E Pa + m•
117 ' ,--r--~ - 1 _ I ~ ~ ~ ~r ~gEaFpt~ Nm
~ I ~ ~ , ~ 118 j-~--.,. s.._.._j-__ ~~6x <J~ 5qR FER R~
i Y 0 S. a ~ 1151--.--.-_'"' , eQ ~~F ~S~ Q 0~ 0
i .....r ~ rr. c t ~ ~.t' ti t ' ~ x Q0~ x-
114 . ~ . _ ~ ~ S•1R
113 r REFER TO STANDARD NCDOT ~ Q
1 i HEADWALL AND WINGWALL DETAILS. , 112 i---~- ' ~ ` , ER~~
I i 1 4~' _ 5: ..w , € _a ~ _ ~ 5~ ~PP~ " „
111" f i ~5~~~ 9~ FFER JR~
nw. 110 i. ~ _ _ 6~,~0~5 I act' 03 ono
1091._. . _ . ,..._i.._.. ~ DO NOT DISTURB BEYOND
L50 L40 L30 L20 L10 0 R10 R20 R30 R40 R50 TREE PROTECTION FENCE
CULVERT ENTRANCE UNDER ANY CIRCUMSTANCES. ~
CROSS SECTION
HOR. SCALE:1" = 40' m CULVERT AREA SCHEMATIC
VERT. SCALE:1" = 4'
1"=40'
z 0
a
it
N ~
Z o 0
W
CY
0
w m
z
DATE; 09123(03
~oB No: 17951
DRAWING' 17951
DESIGNED: LMH
DRAWN: LMH
CHECKED:
HORIZONTAL SCALE;
1"=40'
VERTICAL SCALE;
NA
JYittl NV.
14
OF 15