HomeMy WebLinkAbout20020937 Ver 1_Complete File_20020612
PWA
FqCDENR
North Carolina Department of Environment and Natural Resources
Division of Marine Fisheries
Michael F. Easley, Governor
William G. Ross, Jr,, Secretary
MEMORANDUM
Preston P. Pate, Jr., Director
-o
ju-L 182002
eN[1c r:,ni i?,- D
ON
TO: John Dorney
Division of Water Quality
FROM: Mike Street
DATE: July 16, 2002
SUBJECT: DWQ No. 020937
4-H Camp Road, Merrimon
Carteret County
Attached is the Divisions' reply for the above referenced project. If you have any
questions, please do not hesitate to contact me.
MS/sw
3441 Arendell St., P.O. lox 769, Morehead City. North Carolina 28557
Phone: 252-726-7021 \ FAX 252-727-.51271 Internet: ncdw r . net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 1 0%, Post Consumer Paper
Memo
To: John Dorney
From: Mike Marshall ??11,?V"?
CC: Mike Street
Date: 07/09/02
Re: DWQ No. 020937,4-H Camp Road
iiiuj_ - 9
Diff-HABITAT
Sandy Huss Creek is a designated Primary Nursery Area as per rules of the Marine
Fisheries Commission (15A NCAC 3N .0101, .0102 and 3R .0103). Removal and
replacement of culverts that affect water flow and turbidity in the creek should be
limited to the period October 1 through March 31 to protect estuarine species utilizing
the area.
0 Page 1
O?O? W A T ?9QG
O `r
July 2, 2002
Beaufort County
DWQ Project No. 020937
APPROVAL OF 401Water Quality Certification and ADDITIONAL CONDITIONS and Tar-PamlicoRiver
Buffer Rules
Mr. C.E. Lassiter, P.E., Division Engineer
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
Dear Mr. Lassiter:
You have our approval, as described in your application dated June 12, 2002, and in accordance with the attached
conditions and those listed below, to place fill material in 0.07 acres of wetlands for the purpose of widening and
paving SR 1321 in Carteret County. The project shall be constructed in accordance with your application dated
June 12, 2002. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3362. This certification corresponds to the Nationwide Permit 18 issued by the Corps of
Engineers. This approval is also valid for the Tar-Pamlico River Buffer Rules (15A NCAC 2B .0259). In addition,
you should acquire any other federal, state or local permits before you proceed with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 21-1 .0506 (h) (6) and (7). ). This approval shall expire with the corresponding Nationwide
Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow
the conditions listed in the attached certification and any additional conditions listed below.
1. Stormwater shall be directed to sheetflow at nonerosive velocities through the protected stream buffers.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
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
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 (919) 733-1786
Customer Service: 1 800 623-7748
0?0? W A T ?R?G
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O.
Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for
a hearing.
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 contact John Hennessy at 919-733-5694 or Jonanne Steenhuis 910-395-3900.
Attachment
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
in rely,
time I
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
DWQ Wilmington Regional Office
File Copy
Central Files
c:\ncdot\SR 1321\wqc\020937wgc.doc
Office Use Only: 0 2 0 9 3 7 Form Version April 2001
USACE Action ID No. DWQ No. VV
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
$200.00 processing fee NCDOT Work order number: 6.162042 T
1. Processing
1. Check all of the approval(s) requested for this project: I
® Section 404 Permit f LJ f 2
F-1 Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules IIALITY FO nu
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P.O. Box 1587
Greenville, N.C. 27835
Telephone Number: 252 830 3490 Fax Number: 252 830 3341
E-mail Address:
2. Agent 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: Jav Johnson
Company Affiliation: Division 2 Environmental Officer
Mailing Address: Same as above
Telephone Number: Same Fax Number: Same
E-mail Address: ibiohnsonndot.state.ne.us
G Page 3 of l2
v f_J
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 I1 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: 4-H Camp Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Carteret Nearest Town: Merrimon
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Beaufort N.C. take U.S.
70 east to SR 1300 (Merrimon Rd.) until junction of SR 1321 4-H Camp Road
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 348813E 3869416N
(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. Describe the existing land use or condition of the site at the time of this application: Existing
1. 5 mi. gravel secondary road mostly undeveloped/forested with residences.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Sandy Huss Creek/Adams Creek
9. 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.statc.nc.us/adniin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Widen and pave SR 1321 to end.
11. List the type of equipment to be used to construct the project: Typical road construction
equinment.
12. Describe the land use in the vicinity of this project: Residential
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.
No previous permits have been issued. Pipe Ws 2,3,4,5 replacements have one CAMA
General Permit pending approval.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No additional permit requests are anticipated in the near future.
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
Page 5 of 12
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
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***
Area 1,2,7 Fill .07 Yes < 50' Forested freshwater
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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.Pcma.sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: .07 Acre
2. Stream Impacts, including all intermittent and perennial streams N/A
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)
* 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.Igain),
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 internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.iguest.ann, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 0
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
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.
Existinl? R/W was shifted and reduced to reduce impacts. Additional narrowine of R/W
was used at pipe crossinlas to reduce coastal wetland impacts. Fill in 404 wetlands was
reduced from > 6500 sq ft to 3155 sq ft. Fill in Coastal wetlands was reduced from >.1
acre to 250 sg. ft.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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/ncwctlands/strm?),,ide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. 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: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (919) 733-5083 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 (DWQ Only)
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.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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.
* Note all impacts to buffers are less than 40 linear feet at each pipe re lacement/crossing
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
*Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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 (DWQ Only)
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.
When adequate upland is present in the existing R/W new side ditches from the widening
of SR 1321 will contain and transport stormwater toward wetlands or streams however the
stormwater will flow through a silt basin and over vegetated uplands prior to entering
wetlands or the stream bufffrr area. A detail map is enclosed. When no upland exists to
construct side ditches stormwater will sheet flow over the vegetated road shoulder and into
wetlands.
XII. Sewage Disposal (DWQ Only)
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.
Page 10 of 12
XIII. Violations (DWQ Only)
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).
6
Applicant/Agent's SignatL
(Agent's signature is valid
Date
an authcNrization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain
Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: (919) 876-8441 Davidson Guilford Person Warren
Fax: (919) 876-5283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Union
Watauga
Yancey
Wilson
Yadkin
Page 1 1 of 12
//I?7 J
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjectJSite:5_,3,_, 1-16el m-e -------------- --- ------- Date: G o
Applicant/Owner: NO- 7-------------------- ---------- County d
--- ----
Investigator: State: N - 4•
Do Normal Circumstances exist on the site? No Community ID: ---------
Is the site significantly disturbed (Atypical Situation)? Yes & Transect ID: --____--
Is the area a potential Problem Area? Yes j!U:) Plot ID: __--_---
(If needed, explain on reverse.
VEGETATION
D mi nt Plant S Stratum Indicator Dominant Pant Species Stratum Indicator
2.5!S?PlL??[r_de•_?!?iigrf?_T•° 10.---------------- -------- ----- --- ---
3. r_?!>_S •rvsi ----- I._., y `
N/ 1,.-------------- -------- -
- ---------
d
`
•
6._4?CL?? _`-_?I'tw6. 14.----- --------------- ---- ------- -------
7.----------------'----- ------- ------- 15.--------
8.--------------- -------- 16.----- ---------------------
Percent of Dominant Species that are OBL, FACW or FAC ?? ?.
(excluding FAC-).
---------------------------------------- -------
Remarks: ??• ! 6
HYDROLOGY
- Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
_ No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
- Water Marks
Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: "-- (in.) - Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data
i _ FAC-Neutral Test
lain in Remarks)
Other (Ex
Depth to Saturated Soil: (
n.) p
-
Remarks: W 4-
, y t >? /vb
vb 4,
???> '?w1
132 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name /
(Series and Phase):/L?I?'
- ----------
`
Taxonomy (Subgroup):_?1 Drainage Class:
----
Field Observations ----- - ---
_ V
Conf
M
--
-------------
irm
apped Type? Yes No
Profile Description-
Depth Matrix Color
(inches) Horizon
(Munsell Moist)
Mottle Colors Mottle Abundance/
Texture, Concretions,
(Munsell Moist) Size/Contrast Str t r t
------ ------- --------- -------------
-- ------ --- ---------------------
Hydric Soil Indicators:
___ Histosol
___ Histic don Concretions
High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
Moisture Regime Organic Streaking in Sandy Soils
- Listed on Local Hydric
Soils List
Reducing Conditions
Reducing ,
Listed on National Hydric Soils List
___ Gleyed or Low Chroma Colors _ Othe
r
?Explain in Remarks)
/
_
Remarks: `JQl t! S QV`?. ?? T ??-
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle) (Circle)
Wetland Hydrology Present? Yes ( o
Hydric Soils Present? Yes ?o Is this Sampling Point Within a Wetland? Yes (f?
Remarks: 1107N LAST-kCL.-UGC 4-f/t f4 iN-S °t'v? /Vo- 4-
Approved by HQUSACE 3/92
Appendix B Blank and Example Data Forms B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987,COE Wetlands Delineation Manual)
Project/Site: 54 I bey ?L4p,? ------------------
Applicant/Owner: ?j Date: ?j -
C
t
:
_____-_- ---------------
Investi
ato oun
y
----
g
r: ----- __-__---- ----- State:
Do Normal Circumstances exist on the site? ® No Community ID: -----
Is the site significantly disturbed (Atypical Situation)? Yes ----
Transect ID:
Is the area a potential Problem Area? Yes Plot ID:
If needed, ex lain on reverse.)
VEGETATION
Dominant Plant
0291
Stratum Indicator
Dominant Plant 5oggig2
Stratum Indicator
1._ J-Z"un ----------- s° 9.-
2. _ C s C. 6OA4^ /.0 -------------
----- -----
10.------ ----
-
3.__ ?f-
_/C?C?3?? --
-- ---- --------
-
------
11.----------------------- ----- --------
4. lilt dAk?L Aft
r 13.
-_Kk 14
8. o
----------
Percent of Dominant Species that are 08L, FACW or FAC
(excluding F.AC-).
?QCob
Remarks: HI`?JQ"l L V EJy , 5 ?OrG' Qir%,+
HYDROLOGY
- Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
ther
.Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
-aturated in Upper 12 Inches
!Vater Marks
ft Lines
_ S
iment Deposits
Field Observations: rai
rainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: - (in.) Oxidized Root Channels in Upper 12 Inches
r-Stained Leaves
Depth to Free Water in Pit: /I (in.) = ?al Soil Survey Data
D
th t
t
S
3 _ FAC-Neutral Test
ep
o
a
urated Soil: _ (in.) - Other (Explain in Remarks)
Remarks: t dd olo- / !'is / " - ""
132 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name .. ??
(Series and Phase): ??
Drainage Class: -----
A
Taxonomy (Subgroup):
/+ ?L
T- '
Field Observations
N?4.£et,??LTS_-____-- Confirm Ma
pped Type. Yes No
Profile Description. A
Depth Matrix Color
i
(i
h
) Mottle Colors Mottle Abundance/ Texture, Concretions,
nc
es
Hor
zon (Munsell Moist) (Munsell Moist) Size/Contrast • Structure.etc,
-------- -------- --------
-? t I -------- -/ --v
- -- -- ----------- - ----- f
---- ---------- --- --- - -
--------- - - _ - G
'Ile
Hydric Soil Indicators:
__ Histosol - Concretions
Histic Epipedon High Organic Content in Surfpce Layer in Sandy Soils
- Sulfidic Odor - Organic Streakirfg in Sandy Soils
Aquic Moisture Regime --listed on Local Hydric Soils List
Reducing Conditions
G°l
d _-y.Listed on National Hydric Soils List
?
eye
or Low-Chroma Colors - Other (Explain in Remarks) `
Remarks: f? s
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? vt.! No
Remarks: W .j1 '2'
Approved by HQUSACE 3/92
Appendix 6 Blank and Example Data Forms B3
CopoGone - I he Web's I opogrlphtc Map
wys,wyg:iiz> Imttp://www.topozone.com/p...=-snoiu:)Y&e=svnYV-I&S=LDacstze=marsYMsnow--n
To.com
Map
center
topoxone.com %
Copyright02000 Maps a la carte, Inc." •, = ?_ ., `" - u
u:
^.. A .
Winthrop Pt,:? , _ !{•-` ?`-.? ?• - k i ? ,?? ''
r x8 ?
R I
O '?+ W .. h n It
.k.. -.ter
O
'CIO
TOO!
ap
Jameson
Piling
Del
ier
A•
rqar ) Boiler
? d
f ld4
IPA \Y-1
& Range Lt (C)
er y `?J ~ Sec (C) eMatt(C)
0.9 ;g B
0 500 1000 1500 2000
meters L I + I
miles I ohs t Io
'S!p
8
I of 1 5/29/02 1:49 PM
6.162042
T
PROJECT
N
0
a
_
_
_.
_
-
_ GROSS SECTION OF
DATE SEPTEMBER 21, 2001
CULVERT CROSSING
ROAD _ SR 1321 _
ROAD NAME 4-H CAMP ROAD
COUNTY CARTERET ROUND FIFE
REVISED: MAY 2012002 _ PIPE NUMBER I
(NOT CAMA JURISDICTIONAL
EXISTING PIPE 32' x 24" CP
ROAD
\ ?_?-E.YlS7 lNG 32'x24" CF'
i-
AREA TO BE EXCAVATED-- / ?_-"-NWL
0
5
\
'
_.
AND BACKFILLED
UNDERCUT NOT TO SCALE
BACKFI LL
PROPOSED 48'x36" ROUND TYPE RCP
ROAD
SR 1321
/ PROPOSED RIP RAP g END
12' OF PIPE
PRuPO ED d8' x 3G" Fcp
AREA TO BE EXCAVATED NWL
AND BACKFILLED PP.OPOSEC I'll- PAP 0 1 IID
w
J
OF PIPE
C'L' TOP VIEW C" `' a
11,1INIh1Uh1 12" BEDDING :'
- 10, w w ?n o 0 CD (
x
D
o
-
% Lj -
UNDERCUT a_ _-___----
NOT TO SCALE ------- -- X - n--- -?
BACKFILL ? -
TOTAL SQUARE FLU
OF PIF'N FILL = 320 S0. F F. CREEK J? PRCPOSED PIPE- CREEK
10 160 SQUARE FEET
v OF MEW FILL A
PROPOSED 18'x 3C° PCP
EXCAVATION ABOVE NWLa
- - ----- - -- FINISHED EARTH SLOPE AS REQUIRED
- 5'x 25' x 54* 25 CUBIC „ Y.4R05
-----
EXCAVATION BELOW NWL
-----
------ - - --- --- T?'? PROPOSED RIP RAP co END
5' x 7' x 54' =- 70 CUBIC YdRDS H OF PIPE
Id-
T
NO. 6.162042
PROJECT
_
_
CROSS SECTION OF
ATE SEPTEMBER 21, 2001
ROAD -- - --- - SR 132 --- CULVERT CROSSING
ROAD NAME --4-H CAMP ROAD K®UNI) PIPE
COUNTY CARTERET
REVISED: MAY 20, 2002 PIPE NUMBER 2
EXISTING PIPE 50'Cd48" CMP
ROAD
sl-
l 50' x 48" CAIP
AREA TO BE EXCAVATED E XIS TIN G PIP E
NWL
AND BACKFILLED
2.6 /
AREA TO BE EXCAVATED-
AND \
AND BACKFILLED \
UNDERCUT NO TO SCALE
BACKFI LL
PROPOSED 2(D60'x4811 CMP
ROAD
SR 132.1
12'
\ 2 MOORE CREEK;
?
-? -
NWL
L4"
2
_
_ F'RCFOSf_D 2co60'x-18" CMF
W Ld _J Lj
- ? /l" Al/N/A,IUAI BEDD/NC ? w w o
LW.
-
-?"-'
_
_ -
h - j l T i TOP VIEW 2
?- - - - -a i PO
SED PIP f?aP e EHD
?
UNDERCUT t
BACKFILL -' NOT TO SCALE Z
LIJ 160 S0IJARE FEET 10' -
c? x
OF fdEW FIL!-. x o w fs
W W L,J -
CPEEI< l PP.OPOSED PIPE /
? CPECr
PROPOSED PIFE
TOTAL SOUARE FEET
017 NFW FILL. = 320 SO. FT. 0'
i
= ?UPOSED 2(Q60 x-18" CMF
EXCAVATION A B O V E N W L.
FINISHED EARTH SLOPE AS REQUIRED
12'w x 3.4'd x 62'L = 744 SGUARF_ FEET
PROPOSED PIP RAP 0 ETID
EXCAVATION BELOW NWL. W of PIPE
i
12'w x 3.6'd x 62'L = 744 SDUARF FEET
6.162042 T
PROJECT NO
.
CROSS SECTION OF
SEPTEMBER 21, 2001
ROAD SR 1321 CULVERT CROSSING
RQAD NAME 4-H CAMP ROAD FOUNT) PIPE
COUNTY T
REVISED: MAY 20, 2002 P I PE NUMBER 3
EXISTING PIPE 50'@q8° CMP
ROAD
SR 1321 j
/Lo 50'x 48" CAIP
EXISTING PIPE
AREA TO BE EXCAVATED-- ' / NWL
AND BACKFILLED
?
/I
AREA TO BE EXCAVATED --
2.6
AND BACKFILLED
NOT TO SCALE
UNDERCUT
BACKFILL
PROPOSED 2@60/x48" CMP
ROAD
SR 1321
`? ----- - 12 ' - -- Y i
2
MOORE CREEK/
NWL
'
PROPOSED 2(a60
x,18" CMP
-_--
\ ?
I
Cr
2.6'
LY F- F-
lT NINIRVM ?t001Na
`
/
W Z I U
1--
z c
-
U
LEI
_ J 2 ] W
?
W
?
-
I1Pr=
_ I_ CJ >
J
S 1
PPOPOSEJ RIP FAP EPID d TOP VIEW a cr'
a`?
UNDERCUT 8 ' OF PIPE (3
BACKFILL - NOT TO SCALE `- -'
z o o F. (D
60 SQUARE FEET 0' W 11 T `
OF PHEW FILL c n i °
o
-
CPEEK PROPOSED 'IPE
CREEK
PROPoSFD Plfl:_
MTAL SI?UARE FEET
10'
OF NEP! FILL = 320 SO. FT.
PPOPOSEL, 2 60'x48 CMP - -
EXCAVATION ABOVE NWL a
-FINISHED EARTH SLOPE AS REQUIRED
l2'w x 3A'd x 62'L - 7,14 SQUARE FEEI
PROPOSED RIP RAP @ END
WL: W of PIPE
EXCAVATION BELOW N
_
0w x 3.6'd x 62'L = 744 SQUARE FEET -?
6.162042 T
PROJECTN0
<-_-__--__
CROSS SECTION OF
------- ------ ----- ---- --- ---------------
ESEPTEMBER 21, 2001
pAT
-
ROAD SR 1321 CULVERT CROSSING
ROAD NAME 4-H CAMP RDAD_- ROUND PIPE
COUNTY CARTERET
_REVISED:_-1VAY_20,2002 PIPE NUMBER 4
EXISTING 36'x48" CONCRETE PIPE
ROAD
SR 1321
\ EXISTING PIPE
AREA TO BE EXCAVATED
AND BACKFILLED
NWL
AREA TO BE EXCAVATED
AND BACKFILLED
UNDERCUT i_ i
BACKFILL NOT TO SCALE
PROPOSED 60'x 48" CMP
ROAD
SR 1321 \? --- 6i-- - - -?
Ff OF
?
"
C;,
P?
CM
AREA TO BE EXCAVATED 6OX-18
- - --- --- -- - ?.--P
--- PPOPOSEG RIP PAP (4 is 110
-
AND BACKFILLED ?, -
?? - OF PIPE
NWL ?-
-
iZ", Axl "Pull" E'L MMIG O ?> L?? I-
?? -?
AREA TO BE EXCAVATED ??
AND BACKFILLED PROPOSED PIP PAP (d E.Pf) i? p TOP VIEW cl "' tr .?
a
^F PIPE -
C)
UNDERCUT i
BACKFILL --? NOT TO SCALE 161 ?Ul1APE FEE (
iF PIE'PJ I ILL w C) w "l ° n
0
1
/
-
-
OF IIE'N I'11. = 320 S0. FT. CREEK, ---PROPOSED-PIPE
f/ CREED
FRCPO'ED 6U'x-1°" C M P
-- i
lo,
r
EXCAVATION ABOVE NWL- FINISHED EARTH SLOPE AS REQUIRED
6'iv x 3'd x 6?l, = 372 SQUARE BEET
-
PROPOSED PIP RAP @ END
I
w
OF PIPE
c
EXCAVATION BELOW NWL-
- - - ---- - ---- - cl: I
1
6'w x 4'd x 62'l- - 372 SQUARE FEET ?-
6.162042 T
PROJECT
N
0
-
_
_o
CROSS SECTION OF
PATE SEPTEMBER 21, 2001
1 - CULVERT CROSSING
1
32
ROAD SR
-
-
-
ROAD NAME 4-H CAMP ROAD ROUND PIPE
COUNTY CARTERET
REVISED:_MAY 20,2002 PIPE NUMBER 5
EXISTING 28' x 36" CONCRETE PIPE
-- ROAD
S R 1321
-------- -- -------- ----- -------
?, EXISTING PIPE
AREA TO BE EXCAVATED
AND BACKFILLED `---- -- NNL
(
3'
L
\
/
AREA TO BE EXCAVATED-
\
AND BACKFILLED
UNDERCUT B
BACKFILL NOT TO SCALE
PROPOSED 48' x 48" CMP
- ROAD
/SR 1321 ?- ---- 6 - ---
I
/ PPOPOSEC 48' x 18" CM('
AREA TO BE EXCAVATED -?, _ -- -- PPOPOSED RIP RAP @ END
AND BACKFILLED
OF PIPE
[r
z
NWL 12' 41INIAIUAt BF HIM(' w Ld J w
1\1
0 w w C?
J
AREA TO BE EXCAVATED -- '
AND BACKFILLED PPOPOHD PIP PAP g END -'TOP VIEW
? OF PIPE
-
-[
-? /
UNDERCUT B ,?
F= w Z
BACKFILL - NOT TO SCALE 0'
CO SQUARE FEET
l?2 v OF NEW FILL ° "'
TOTAL SQUARE FEET
r
OF MEN! FILL = 320 SO.FT. CPFEP PROPOSF_O PIPE CREEK
PROPOSED 48' x 48" CMP /
IO' l
EXCAVATION ABOVE N W Le FINISHED EARTH SLOPE AS REQUIRED
6'w x 3'd x 50'L = 300 SOU4RE FE EF
PROPOSED RIP RAP @ END
w I
EXCAVATION BELOW NWL: of RIPE
I I
6'w x 4'd x 50'L = 300 SOU.-ARE FEEL
??
H h?
O U
y
4
N W
v _ --
rii
L - 0
(.I J 0y,
Ill O?+
v c +e
00
?.
i_c ?w(v
C)o
W y q ?q
AVM
VN]?DVM
O W
Q C? (iJ l
•i U (U
J x
I-U 4: c7liJ
I A
I ?Ib?1 d?n1?Jd? ;-
I I I I ? `?
?. I I I I
-? I I I I ? K
JNVI ?00tj'V H \
I I I I N3aaIH
I I I I
II II
I I I I ?
I I I I
P
I I I I ??
r-' I I I I? a
ti ? I I ? F" I I 0?
w1 I = o
off;
a
?_ i z l E-+I g a l I A
`-?-' U. 3i zi z
v
OI o1 ®1 1
E"I UI HI I
?- ZI F"I z1 I
0l Wl I I
?' M. ?I wl ? ' I I
HI
0' ?I P?I
w1 ?I
ti ::?I UI
lx4
o
w
uf?
N
V
o ?
I I
I I
I I
I I _ ?
I I d
? ? I I I I I I a
q 0
z u Z u u u n u u
? w I to I
?. z V7 U
W
?z
O I-
?U
v O O
w n
Cr'
T (U 1110 0
N ?
a w
v °- o o u.
i- 0 W o
w 00 - W o col-I
?z I
A.LNfl0D I3, UH.LHVD dIHSNMO.L NOWI2IUHN Gvou dWVD H-? T92T US O??
'W ? I QI NI yl I I I I
SN ,?
1 I
I ?I
Oi
CI '31
F+I JI
OOI
U I
?I I
aaI I
I I
Gy
'? rl
9
?I
41
xl I
jl
?
S ?
FI
?I ?,
:q
tV yl
y?l
,
I
I
I
ar. r NI
I ?I
ul
al ((I
?? ?
U? ?I
.;I I
I I
I
- - I
I ??
I W'
l 0..I
w;? rhl
I xl
I I I
I `
I s I I I I -?I
I I I
I V I I I
q? 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
Y 1
I 1
I 1 ,
I 1 1
I 1
I 1
I
k ? I I I I I
I I I I
I
1 I
1
I I
1
1 I
1
I I
1
I I
I I I i I I I
... k i I
1 I
1 I
1 I
1 I
1 I
1 I
1
k U k I I I I I I I I
W
Cie
76°IO•
1 y I )'
z ?, i?(r'S
76 IS'
i
i
1? (
76.70•
111
` 111
76'76'
,
S I
J?
•000.00[ c --
?? 76•0. ???- l -? - -
76-4
,I
i? A.
?'toe
?p
Ln n
, -
VI
I-
LIJ
fr
w
cJ
w
o
II w
1'J
LL LIJ - LII
W LI i
U V_
1
CC
W C-I
?. U
>-
LLI L C) H C)
z
W LI_
liI LIJ
_I U.
w CC
Lil
111
V- Li 1
(L I iJ
1
I
w
S
L =
o j
LIJ In
<
w
IL
-(
L .
Ir,
IJ U
L
Q LL a 1-. U If) - I'.
J
w
?
J
w
u -• • (] - CO 0 t? o o -I- Cpl
-J u-
hI
::D I-
O
Z
W
uj
W
J
J
O F-
IiJ
Z W
O =
U In
Z =
O U
Q
J ? o
Z U)
O Q
i
III
LI:
rJ
UI
f(I
l/)
( _1
R Fl!
z a m w 1111
J ^o'
'
rv I1a I I I
I V
Ltj L J \
1 W
`
cr- - -o -
LJ.I (\I
?' Illli
1_ II _1 --
I. (U
111
? I\
?J -f II LL
( 1
(? I
CI- I_ 1 1
V (1 l11
•I (._ Itl
J .1 III I
I
Il
II
I (l
W f)-
CL lil
Q IL
I ?
I .
-
r w
I- L
V)
o r>= 1 n
Q <t
n,
ii
,i
LII
Z
J
[L
4. )
lil
I,I Ljj
?
m vI Vl C)
s
LII
W
?
I_
)
(_ I >
) _
IL 7 LL I- I 1
() i ICI ICI
?- :? I J ? W ?T I11 I J
a LI ICI
u1 ?- u_
I LL I IJ i
n
?
0
a v
a u
a lil
I _• I I ? I ... I .1 •
I
5
J
J
n
J
I
I
c???
VA iJ Iii A n. - I I t)
_ I
1 I ,
I
If) ILI
w a A f)) "Iw,, I -
V V
rm (?,
Y
I
_J
Li d
---LNIMAV,1 .JO 3 (13 (?
C)
JN3W 3AVd JO 1, -1 --J
L i-
vl.
LI_
_ 1/1 lJ
a LI-
VI > -_-
'. I.I
<C -
I '1
LIJ - O
'? Ln 1-
V1
(L U
I V C7
LI_
1-
Z r
W CL
w d
LJ_ LL a
O O
L n W
S I11 J (L-
?I C.YJ F- F..
J In
0 0
cl?
-1- a
1- _J
ClI fI
0 )
J LJ
UL W +?
V) Q Z` 1
VI f_ II,I
to I1I y..
lil ? I
m
w
z
m
M
N
l%)
I--
m
i
AI \ ? ?
a 41 V
IA N •
x
-I
t
s
R
!I
Q
f Q
jT ?i Q Z
Ly?i tI ? O
N 4 w
m
w
w W
a
F 0
Y w
W
w
V
J r2 '?u
p a
? S Q
N 7
U
O H
? N H
N
o
a
!
c1 wX
Z
U 1-
N
{
YF m0
C)
M
w 1-.
F- O
F-
(n
W
L..
LL
-1
(/)
(.1
LIJ
C-? cL
0
-- it
a W < n rL
F--
IL1 I- r=
W L 1
n._ V)
w ?-J
C)
(JJ ?'
(? l/l
IL
Cfl '"
<1 I J I
LL
Q
w
U
W
S
U
I?
V I
U
O
Q
O
W
I-
O
M Z
1..) H
W O
to w
U) w
O >
U
11
K
m J
F-
L IJ
LJ
<t
U 0
CL
0
• 1/1
0- IX
W
0
Lil
U
C)
W
ry`p •? ? p p
J n
p
. Il_ p o .
CJ
o
o o
p
`-
o
U)
•
h: o
W pp
o
ly ??
U-
I?J
v1 LD
I
1-
tl 0
I)
?
u
CL W
Q
O
IiJ
)
I ?
LJ
--- -
- - LIJ
LIJ
CJ \\II
. i'I
O
W .-
L Q
J
I-
1
VI II-I
LJ
L I.I
1/1
C7
(L
ID
LL
(L
z
i
N W
7 3
OZ ~
_
U ? wO >
N
~
o V XN =
v
w O
i a
NW daQ
Nw6
^yF l Np 7
U W
?
W
\f
I ? m
U.
a}
Z
I-
? yQ
R Q
F
1
{ J
N
x
O N
H o
W G
M
O W
V {L
a
H
u?
?-1
Lt-
j Q
J
? I
I
I ?
?
Q j I
? I
I
Q I
v Q
w Q
w
Q
Q
g
i
O
Q
J
I` IJ
O
O
O
Q
Q
Ltj
O
O
O
LI?
Oz
O
00
0
rn
N
Q
W
Q
O
O
O
Li-I
Q
I` IJ
LLI
O
O
C\l
O
i
Q
W
Q
W
O
O
N
I
I
I
I
I
I
O
0
u
Iw
O
O
Ln
I
I
I
I
I
I
I
I
Ol
W
Q
O
O
O
V /
Cr_
Q
O
O
n
LU li) h:
j
t Evc?I_ `)i)o)
? L, ll N
tl_ I L ? LI I 11 ?
o- q; Lo
t LJ `?_
L)
N
V li_
c) u.
Ip U1
lC)
.n
1
1?1
L
In
_I
n
H
i'
O
IIl
i.1
z
In
?J
111
IJ
t.l
III
IL
IY
u-
00 O
I
z U
?
O?
z?
?z
O
LL
w0
rr ?-
O O
1z
w
O
z
Q
U
ill
w
C_l
c}
1\I
LV
W
Ill
fu
C
LI J CJ
(\j
[ 1 Ci
o c 1V
?? -ti
2 lU
it)
CJ Ci LLI 1
T) ?J
Lv LtJ
?_ CL v )
SL Q] ILl ' LIJ
LI- LL
ULIILtj2
Q- U1
LL] LI_c?t`I
C)- C1- N --'-
0
I-
U
LLI
m
Ln
N
> 00
? 0 N
Q
U 0
z CL
Q Z
U I--
= O
1- Q r-
W ? LL-
Q? (-\j =) m
CD Q LLI
m
a
?
U
W
V l IL _ _??i7 b
--
ILI
l/) I
rn
J/vo
a
c R
o
•-?
I.I
? In In c>
(J - VI `C _ IIl
? u I-
it- U)
1- n.
Ili?lil
,
=
< Lij
l
O LL Ld
' -=
n-
('J
I, I';-- IJ LL Z
w
J
Z fv-)
0
X
m M?M 00
j
7
zoo
C I? O
w
O
O
rr'
n
O
O O `
O
Q U)
I^-I
Ly
r I-, O
U)
LL z
L11 L11 L11
1. ri
... l I 1 Cl:l CD? O
1 1111 1
In ?tl v)in ?_ t?'
t% ? yr l 1 Lei
nl [ vl `-
<t
Cl-
C) In 1!1 Ll. 2 " / O
ID {- I. 1) w M
0 M1-
111 - I- O (?- _`\v)
- 1J', 7C LQ
C' <L ) Q Ll \
< I.- )CL
2 In ?? w
.1. I I i
n C - L-) LwL C_ ?1
L-
u CJ W
T_ w \
ii ?Li LLJ
Ju ? In Lc,
C) w Ln L LI
v, < I__ Q- LL
w vl In
?) F_ J
U
(I L,j LI L>a <r?
CO
Q LJ L7 u
L11 LL I - VI `---
(J ?L Ill .1
CL F-
i- a f-
f U ?< L
J (V 2 N1 j
w
x
N
M
U
z
X
I
CID N u
V)
l_
LL?Lj
LL z
CD
n
O "
1tl°
4 -
O ?? n
- N mN Q II
III
cinL NOI i
?npF. l3RF- [\K j 11 ?.-C) UF,`nNp>
`vM(aNEl?j CFIECK LYRE-A
RACK SIL F
F -i1
1
?I[,I,FIIF?1vo 0iL ANu)S F3F ti 1`1 C 1?F
\ l
r
1
EN 1 F_RINC
n IL?11?1 tt,> 1?1 C[. ))1
V I I- 11 1` I mN
v
Q W
O LL W
LL) O
? ? LL Z
O CO
CJ CJ _
VI ?O
- c' m N
n
?I C,
?t
F O wrv
w
i LL
Ioi?J ,...r.m
IXI W?LI VI ?'
Q LL _? C/
c
Ixrn rl?? v
t)
3 J III1?1 L7 C-
V In
I III R __ <
?wLI
I I?iJ I I- t'1 ti
L
L'i
I to
Lt?
I I_
I ?
I -L
i
L
I Ln
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
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
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
In
1-
L?I
LLI
(,
VI
CJ
~ CD
1C_
?
N
U
?
?l
I?
O
V
Z>
rn
?
- -
u. 1 Qz II
n ,J)
v
V
I?
? R
Ili LLB
Q_ cL V)
w (v LLJ °L
O
LIJ
u' v I
Ili U
0-
U-
(p F_1
o a
CL
V1
z
O
U
z?
o?
z v)
?z
?- O
0' 0'
WO
0-11
Cr I--
00
11 z
\ \1
1
1
I
\\ 1
1 1
1 i
1 I
1 1
1 \
1
ql Ir, v,
N O N c7
a
lLl co N n, N 'c'i , O
?
p] *; Iri N ? ? N Z F-
0 0; ur or W
W In qJ W
_ ct? 0
I`
(] (\1 CI_ II II II W Pr7
to
IN <I ] IZ
n • <i Cf) V) LP r-- Lin
Li
?7c, N N
r _? L t[I N Q Ln
L LIJ
CDc ]
.. cr Z Q Z a.
W
-; Ill %I ?- LIJ ? O O
n
_-1 ct Z O
It
I c> I`' `' J (1J Z `n co
CO
t. Vl QJ - O Q (/1
LI-i
LLI o_ c, LI_I \ \ Q
IZ IL (\I = \ cl? (V O
\ Q CV O
\ n-
\
\ i
\ In
I
I,
\
-- -- - 0.1,7
I I
\ - -_-
\ - -_ -._
1 II , i )\ _--tom 1
11 ,
I /
1 I / 1`7 --
?
n-
I ot51,1
I17 In t -
r, - - 1,
?
0_ t
? O
O U
OC
(\j
U (V
L1_ In i?
v
,
03
Ln
>- ° 00 _
i
:I
4,
r_il
Q
Q
O (V
CV
? c-t-
\1
i?-
?
m
c-,I
IL
a
Z
(3
0
\
N ;
L11
fL
11
L ;
0-1 - I
I- = LL
O
N
N
J -
n V1
m( WI
.
W
Ln
N
LL-
Q Q ° ? m u J in
cr CO U In
«
I
? LI ;
Q
O r
E<<
1' v
Q c
Z
.J J
CLI - S
CL N
5
x.. 1 I
J
C
O n c? co C
A
I
I.I
I/)"-
:)I, i ? x
? I / ( li
Vl
LL
I I
1
Vii: W
ci:>
\I A
I
l1J I
1
I I Ll
(
I?
lU
W
V-3??1 N?);7i1;1 l7i
LL, S
7
II-
2 -. c,
1 J-t
l? llJ
I (n1-IL
? LI- 1'11_
?-
C`
Iy taon ? ?'?? I \'?
[ 1 O
1
Td
I/I
-t
..Jp? 1N
4 7/S J ??N
v,y?I
I
1E 2
to
CI,
(\I
I
1
I
1 \
1
I I ?
I (1\
I\I
I
I (l_ +
0
(Ij
14
I -t v,
i /)
I1J
Q
In
I .
-,
L)
1
I R_
I
I
1
I
_? ll- r I
IJ
'[ 1
ILI lil ?t
-7
I
1
1 H: ? U
1?
.' 1J1
VI I
V
111
I-
nl ,n 'n ?l
x U
W d
"I
I u
U1 : V
1- -lln
x ,' o In
G
N CL? 1-I
I
I
I Ir ,_ 0_ 1-
W
III C
1 I
)
CL
1
,
1 L-)
lilt.-
I
1 .
U11- CI.
) W Ill
l.l>lil
1 II.I T Ik,
non LINH_ - -
Y
O
U
7
Q
S Q ?_
Z O Ln
Q 00
03
° Ln
= N
U
O U (3
Q c Z W
_1 F- LP
W Lp
z o I?
z LJ-
Q D m
=Q°
W O W
J _ m
a
U
(1
Y 7 1L
Iw J
.
I I (LJ
((
z
a ?
V Q
I tll
I IL
1-" 11 w I--
L-' \
O
(; 1
/) //11
LL.
' L-
? ?In Iu I-- >- W W
, Li
I
t
1 to
I:) I V) C
Y
t
'
a c Q
?,
1 F -,w11.1
`-; `` W
I Q 00
` J
n
L» (J CJ
LiJ U W O
L-L-
C6
Q
/
e s W
--J O D
N Q
°
L
i
a?v f ' u.
In
Q
< Q W
m
n
a
=
11 I I`
1.1 UJ J (.? ?J /
nJ
-jam 1
A?
III
n,
I-
0
I,)
t,
(i
v
a
.l
a
U
CD
In
U.1
0
Z
In
<t
a]
111
d
C) w
o LL I
1 ,-
_n Ld tl
v Lit
1.
O L
1- V -
I U
In ?
CJ N 0
M °'
ol m
N
+ II
O In
In 7
ln
UI
`t uI C',
I N
In -?
2
cr 1? 1-
(r 1 L,,
LL' ICI
LL-
Ll
v (?
ILI
D
U
cv
m
I
n
In
Ell, N 47-421 32.0" tN
Lj-
O
V
v /
O
_J
Q \1
v J
O
Q ? V 1
v1 0
C
W
CJQ IIZ U) CQ?
I _ / \J
I
I
I
41 t=1
1 LJ V
Q LD
UJ
L,J 1 cr] c
cL -J In
Q
J <
`
l L 1
= c
^
lr)LI V7
In
s s
In
W
ci? ? LJ
] LI
CLj ? `; a r-
(n
V
6
In <
?- U)
? r_] I
c
O
llJ
F- Q
I- C
J (n L,_
O cr
w I-
-
Q
Q
?
j-
a ?- -
. L-) LIJ
co
E_ w L
U C L CL
c o -
W
V1 j
JO OU1 V)LI
V /
\ Ill
_j (D In U
Z
c a In`
?W r7 Q
C? Uu ?L
_ LJ
L1.1W
h 0<I Lj
l (1 I-_ S I._
C O N Q
Imo] ?
<t
R7
a
L,1
fl
t?
111
?r
c,
n w
u:
l_
LJ
<t O Ill
(> V
J U m
<t to w ]
V LL) LL U
L11 f-.
? U N L
Vl
c I " .n
Q V
F m (n a
Vl VI a ._ Q]
o
(fl u] N
u, N x
N 11
i "- \ J
u? I-
z LL
U O Id x
H IO L
a u] 3
In \ U] .,
U N
V O ( w
It
It
PROPOSED 48'x 36" RCP
Ir 1
EXISTING 34' x 24" RC PIPE
n R,
"I l:, I,I z
LI_ a
t R ;; r S
-I- VI CJ U - I IU 1- I:I
r
-
h I-J ll, ' v, a F_ F --
N (ij ? U Vj o r\i t i i1? Cn ?- `? I_ lD
p ° r? O U Q) j it
x ii m u W OD N (3) Cl
t. u.. 7 M
---- ?I Ml cC ILI ?> w /
O U i
LC, c) x [n
III r1 t - ILI ! O, In Z CD
d o vj I R, <i of 3 i t to ?I IU J Q i %
Ljj
o- I
r ?i U ( )
a
z. I
In a L?I i L,_ N--
\I
c Vi '- 1- L iL , il_I LLJ (V Q? / /
Ljj c:)
Ll.: -c <r 13 . i?l cJ :J dd d ??
ILL
U- V [ - I -' I ??) I I IJ T ?-'
li. c n-
LI ?( L'-1 ?1 III - ?' . J I J VltA.
?I ( n.
Ll ?- - Ll I , 1/, IL (cl A - ?-
I ?q
?Ij C)
a- h2 0
U r I ,? I J Q
(J lL [- 1
z C9 (? 111 ( ,?1 ,-t d / w
CQ Lll `j[(1 1 `-1
L N I..., UV' ?T?TTY"XXXWWW]]] LLJ 1 I-- z;: ?O \Y (?O
C\j E2 kA
F W M ._, I - /? Q
0- L'i U C7 (-) c) li) 0- LL]
n `Q dd d Z
i n n
w
ILI'_
Z N it/"[ o - ) \-l
(q 11 ') 1) 1 • `1 Z /?
ITT
1
Q n `
= M W C) u
00
r
to (V co /?'''o 11 W
V? v \ 1 Iv,' u_
\V U
Q yO vv-2o \\ Q?' 1 ,111 11 (11 X _
U 1 v, 00
C)
fl I
'-3 v LO X
I
C°J Q M
? In _? ? d `, uI LC_ _? 4J
C„1\\ 1 / `w L In o ' 1 \ 1<r F- (._ iii CCj) - w ~ Ln
-') _ r
Vt v ?d? Q Iv, 7\ [:, t o o fl r, Q Z O 00
Q N
0
\ ??? ]?r(r -I?r (? ?r \\ ? LJ
Z O
c ?t\ v, JNII b( tl J1 (6)
??°p w
G3 0 ` \ v \ z ?,
^\ \ Z? z
\ •?a L o` 1 O cn C ILL) '60 ?z CD
N
a
4 /Al/
? ? ? _J ) J Cf
Nu/v
Ltj
LU v /,,
? ? lil III iii 1=1 r ) ?, ?? ? \? _, t' ? _ ?•_,at?
Ltj C) 01, 0
LIJ C,u, !1! C O
1 \ v )
(n LL_ (.., . 7 \ \I
J \
LLI
F c
.I In ire
0 o
O LL)
W
O
- ? M
?
zU w V) N
o UO I-
O
LL z
-J U
z
V - O
z
W LL
Y 0
O N
O
- z u U ED
' ti
O
w
w L/
)
o
J Q
U
(n U r.
N O
U
r
IUI?C-)O N
F, ct (L N
r_?? RI c,)
W O ?LLJN
OCR u
00 Li
ci
QIW
Vl
C),
In
Z 0- L,J
LU Cr: O W GJ
QQ N<R_
I ?)
.)( \
\d, ?J L ! O
Q
\ /
J
I
_
C s<
•r 1 I`
_ v (^
v J O
' LLJ
Q. LtJ
c IJI
Ct mil \
\
zL U ?I
w V (?
J
?
(n
x
n
-1 1
` \ I '
I
L
v ,
?;
>
I
i
, o
\
LJ
w _
L ll
L?,
- l
,
J ? \
?
O
J Q)
I'
V
O
'O Q
w CJ2
O ul? O
1 •-
w V- 1? C
J .?, A
I, v
-
-
V I-.
Q:
R, Cl
L, -j
ct N
C \
\
u O Q- I ? ql
w AIL
`Y O LIB
Z
O
W` i
W
M c i
eJ \ \
\
n
L1
_ I,U.J ? I- LU -
a] ,
-
/
? Z Z L J I1J
Lt i:' U_
7
4
?l 0 U lU U) Lt I R \
v ?_ L (<r 3E?_ _? \
Q
LU
c C) w
C l
'
\
-
I
L11 11 1 In -_
LAj
_
, I
1
1
,
.?, I 11
1
Q- J
L,J
L
IU
LLj
L
li
QJ Q
W(
T (ll ?
W -j LL,
V)
J (/) Z (/7 ?
_l
ci) In [? ?( >
w
> <I
V)
v l w
t11 V
~ ,
h i O
ti I
R
W ij ?O :ZZ
U
I
[
in
R
CL e
cr W
1
V L I ~
) 3
J_ L,]
lUl- I_LU w0
( 7.
CIi3 CY
J I U
J( ILL
c?
i ? vl
`_ L,,
' Z G
Ln LIJ
T -
c
LL ?Q-
; ,I?o ?
~
O IJ
( _
c1 1 Z'C
-
rL?111
(JO
a1?
l Z W
2
p
W W ?
cj °E (
,
LIJZ?l
Cl- L ? Z F?
F_ O
??
I_
Oirlr, o,14
?I, vN(\J q? r.Nl?
LLgw
Q--11--
V f i
Ili ,
U) ip
v N (6
i- r\ ? in OV
r) P",? lj
n n II n n
CL <J G ?II? CL
vl
Ql
Lij
(l
Q
LU
cl?
J
LIJ
W
O
W LJ
o= w
C) L`
C') ? v>
ILJ V
L ? Ltj
11
Cl-
_l )
i Q] I--
W
LILJ
( C, V
ti r- Vl V)
r- -1 -1: CIA
U O ?i w w
C) v
..1, i- II V, O
U ?) in Ln
Q) LLJ
V Y U LLJ
w
w lj ? U N U
Q: b v Lo
Cc
\ J V)
w
O 11J Ltj
U- W
LIJ lU
Q: (1Z
W ?
w Vi c
O ?
0
V) I
I I
-_j I
I
L>J I
I
? I I
J I
L I
n
U
r-
LIJ
JI
6
u
Ld
1,
LI I
L..
u
C.
CL
z
0 o O
I-
U
c,
w
(v
(L_
LJ
m
LIJ
Q_
W
r
LVI (12 '17")
G L? IAl ?
W (U cv
1 Il ( 1
(I j
Q
to
?t
W
Lli cif
El- ILI
II_I LL U IU ILI
4. fl f?l L
U
fs,
w z y v
? _j o ~
O Y O Cj
(J
Q'
?- ? Ln
> O 00
Q v m
0 O v
(
.t _11i 0
I
-
1 lD
= Ln
- 00
>
z N
Q
CL
n ?Om O v
(-? O Y z C7
u z a
x cj?
W Q CO CO r- -
n Ln
CO
O
w
<<CL Co
c, = CO Z M
(, I
W O
C? 1'
Ll? /?
1 LLJ V
(I1 ?
I?
s3
. \L
O \ _
U T rn , \\
z ? _ "? /' IIJ (r `y1
` T r.l P ll.)
O _ lJ 1 'll d ,I \\
Mz&
V/ r
z `09 °
- z fir Ln
F- CD JMO&
- -X-
?n II ?I
_? I I 1
??? C'I In- -- I 'I I
W O
n Li-
LV I Q_
O O I I I
LL z I,?1 I I r- _'I
I z
L fL ] I }
- Lq U I
Q
U(J
?? _I qt-I. I I CO v. ;f
(JJ - ! I f1.1 I Q I p' III
C o ,<J I I zLUl0 ,L
I t/, v) C I I LLJ W V i i r i- u
- LtJ J I- 00
J= ? I I S ?J in
1 In O N zxI
n I `L I- I
v I W z z 6 1- _j
0
ii InlJxl
U) vlc i
n >
W ' I = I I `i I- ..
f W ii i j; ?? I 1 I Q I- > I (? / z V) W N 4,I I(n^???\VJ]7
Lij
Q
11 1 i1, r1J '. .>_ I ITV
O (` (J L j I I-) I LL_ I (n S LLJ
M O II I
O I -I rtt 1 , q ..
tU)
_I I "I = I1 ',I I
i-) c i Ln V//JI
<i ('J 1_L- LII - I V I O p
Q ) , I?-
?- W ?c, I O I -? vIII'L
I I L, 0. U I LJ
Jc? ?C_? i I_I: I I i?I LJl'
W I f1
ut c' h 1 If) j I Nl
v
UI uI v, v, I Ln I -
U IJ ? L -! I I v, ,?in?r
W `'I
' I I ??°? J? fin' I >1
IIJLLI <, F I,I ; I I?I
ILL
I
?I I _-A
? y I ?I 'I ?? : in (J?
{ 'y -I -A ? I >I A
1 1?
U_ >1 I
A
A
J % LI, rl
IQ it ;I ;I `?
N >I 71 ;
A >1
_N ;- luN
A -11i I
A y ... ;i
Q_ Li
>1 -A
-A 0-
> y co
U N N ?I
X _
;i - i 1? I?(ILJ u
Z Ivy t,- c N
X o ?I t)I x
r- (Pi O J
\ p
00 N
Q W N M u, IIJ C)'
I- CC U vl o U '
F C7 W (? -
V) Q" J 11.1 -' Lit I
1 /1 Cl
U, -m =.1 V1 fi1J -
V v1
< LIJ
CC d V, ` o i1
= z LD O I In -'--' (J LV
V) > N n f ( L o ^ 1O.
L L
W n Q m U
Z cv ?w c:, X Iij
uJ r n:
cC CL w
LL.
u
j .
O to Q,
CI II a,
L J? ql
LI-I
LL 0_ V)
IL1 '!
U
0
1..
1 I_
r?c
n
, \\
3
^
;
I'
Ci
ILI I-.._
i W L]
ZZ
?
LL_ ?
W W W
m °_
c> >
vt
K
!ll
? I
4 '
I
'
I'-
] I
I I
I
I
Q
(? IJ, lU
`r
LIJ W
v)
CU
W
(L
1 1 0J
lil cL.
U I
r cl
I1. <
d
-r rl IP c
r m
?I - I-
(J ~? lal Q:
L'J 1?1 w
L- tll tl U_
L a 1,.
"
U
V,
U
Q]
1/I ~
LIJ
U] W
O D v
C1 I-- U
(n O,
ITJ
W
O m
Q; Q; co
m
Q
i-
- O
r1 U
_?
,,
D N
Ul N
(7
(J n
-,
II
O I Q
I I- o Ln x
J I,l <
!)) ? I 1 ?? t) ,- N
v. iiJ LJ ?'j
In Q z)
Z O li L
' 1 Q v c° In
I I, iLI r ^ ..J
v 1 V
L.Lj
I;; Qz w
IQ' O - --
\.-J
ICI
IP N ,..
(ij
Lt: (v/l
LC I
Q) lz?
cl; V) v?l \J
I
? (A (n W O Z O
a_
III W o? (D J ''?• '
j Q W ,
IA V) ii' W
VVV I ?. i.?i ff
In.
1:,> (??, III(,J III :
I n- (?` III (L J L?
u_ ,. r I I I ? I l IAU3
C' III
M
N
- I I -. I ;I O ?0 71
?I X11 'I Q?? o
cp?
>I
I N
A -A
-?
111 LL -? -A
7?
N
A M
i I I y .74
it I I ?I ?I 'I
IIT VI VIj (INd?"?I I ?? 0?IiI IlI I I I I(
??? i i?J i (IW i0ii
C 11
CV : (; '
I I ('`
1 ? .i
d -J
U Z
Q
I
I I
LII
!?
f--
L9
v) : LIB
Y LL I W 00 N
1 (f' i FII ', 7 W N ?.
I
U
l
iJ
O I_
r?
U
_
_ IIJ J
~
J
In
z C?
n
P CL -1 ' e
L Lli
S > O l0 s
o in - `' W (n M D
n ii I v LU N Q CO
v1 I,r,I x ,n ?i o_, Z W m
LU -, r- u- '--C) Q
I ;-?
. I l i "_ '-
III
i (
f
I- - I
x
t d
1/' I--
LL
? III r p- (-I >
1--
1.,
lil
N
it
a
o
o
> a
c t", 4, ?" \ \ \ \
}
-
--
- ? z ?
lil
t(J a
=? ?t
\
w
tl O
(/1 C\?
-T >
Q N
\ `` \ \
/ V A ?
', J
?
00
r.
LLJ
a In 7 0
w
j
I O o
-D co
Ill ;\I L1 O L)J
LJ ?. 11-
ql /
(L /
11? ,)
J n
iLi
J c rr -
(11 :77
l(1 (1 ??
O
Lp
O
co
v 1 rj
0
?n fy
?
?J
Lf)
T
n _ d N
, l/ U 7
v, 5
co tJ
` .,
\J
O
J? 'o
O a
.( 71rJ ; r 1 A1, ? < ,J ?
l
V LI ??? vl l\, ?_
I 21 m
o? I '- ) cil
Ica
Lj(I IJ4J
-D v AUK"? ?d ?? )) cc °z kn
,
v 1 4 1
(n U-
0 p
/ d ) V) " ti
N
Nl
.0 O
z U
O -D
?
z cn
?z
O
? INI
WO
n 11
n-1 f-
O O
1z
Q
J
_J
m
O
v 1
Q
Q
LtjI`
U ?'
zs
Wo
?z
J VQ
O ?
Q- (f)
I? LLJ
W
V O
LLJ
Ltd L-Li
?`
o I?
1
(1 ?
Co
V) v
I-. V)
C?
h
U
J C
C ?]
U }
r_
V)
C
F?
? T
I-,
til
cF
LI_
fLl
CC
I CLl
(L
Q
Ui
cl_
J
ti
L1.1
°-
C) <<,
LU w
I ?J fll
I L>~
I-
w -'
ILI
LL
u,
?, II
(U
V)
Vr
U ?
N
II
c,
Lf )
w
(c w
Lo LI-
r]
R7
V (J
C7 <j
111
O Ln
W Z N V
3::
O
G?
~
C)
-<
f J
Y
O
l/J
~
\
U
O
O
U)
W
0c)
v
O
Y
O
(D
w
>
C7
111
"10
r-
cli
C)
v Q
_
J
1-_
z
w
i `I
J LLI
Li w
Q1 IIJ?
;i' _I
., ?? (1J ?r
W LrJ Jw
V J n T z
r?C `U q
I aJ .y =r
-
j Lf7
In (U lsI
Z q? 1--..
Cl
I11 __ CJ 1
Q w
LL --
L
j ?
J
In
11 f
ll
I I
LLJ r
') I
CtJ (L
]
('= C?
.j? V) [1 lLj
_
(, I. I CLJ
ti
i CLI
L T ) 1
L (1
L
t o
U
-
`I O Ci 'J vl LIJ
? ( 2 .i ? ?l l I
3 J,
- j O lL
Q: Lu 4J
0
N c ww O-l UI
I U Q; Cl-
? ., I-
1? Z
t/1 Cl 1, Cj
Nom? rrj ?t
I__I__ CL
U
C)o
00
Xq-
Z O X
LLJ CD
V /
z
? o
a-
0 v)
X
0-- W
?' (
p o (?1
r ,'r) O
U W 2 W ?
2 p Z [?
LL/1
2
LL)
V1
, o
C
1
1
(:, (_J C1 ,? ', to
In
C_J 1? (" 1/1 J
111
? ? „ 1
1
C]
U.
- V (
? _
1
`
.J-
(L
M
1
\ _
?
[
]
hl
p
\11 C
(
jJry
ry? ? (
?? f p (
J
-
',111 (Cy? LII 1-?
`_
(,_
TM W
L3 7LI/J F.1
f;)
1 "?
r al
1
r71 1 ?, X
1.
11 LL V) ? ?
N _
jl ., (J 1.1 J 1
1 I O V-Q U
(I
lil '1 i'I X - 1
Qi
11 1/1 _)
311.
a (/)
, 1-
(L1
_I Li
J
LLt `-, (? --
1 1 pl In 5_ 111.1
t ?- v,
C,
(1
??
1
]
Z (
11
n:
? W D
C
1
?
. ( 1 ,
? LJ l/r
.
n '7
l j -. 1
t 1
r (1_ LI_
1 tT
, 7 111
I?f 1 - l?l
It_
In 1 1
1?1-I .1 -_ 1(Il I
1/11- ?' (I i
`w I, 1
VI
(
1,
1
1
1
4
?.
r
N C ,
,
, 0
u
CJ
?V ? i 1
1 1
,
C?7
1 L1
; J
.
LA ? la I_
(n I
? ;O It
(LJ
,3 1
Lid
c ?
L j
? Iw
1 rL ? CL
1 ,il 1(J
1 i,+
I'
I'd
in
I
w
; ,_
llJ cl?
,
LAj
QJ CU
; U l' O t i
IL 1 i ?.
I_
O '
?? IU
iL I-
(-11d
'i
>` 11
' ) w V) LL-
? ??
47
1 1
r CJ)
- Y O
f
J
?
U 1
Ltj
l
W z
U?
)
4) i w .J c)
r U/ V)
)
?' 7
---?DJ _
l
Cl ll-
`? ' ; cL 4J
J
\
1 ci
I
p
Y
r
, ?J w
Q
h(
\tU)
? r
r
r J
Z ?
Q
O
O W
O Y r
u N 00
I?
Q r
LLJ 0
M X Z 0-
cr O
wQ a m z yo
= co O af
lfl
af W
uJ O C? m m
Q
W C)
LIJ
Z
I--
`I
LV
,I Li
U-1 6
a?
so ?L,
?J
(l ? V)
w
r
Cu n
w (, Cl-
v) (? 2 I
LLj
I- w0 CUQ
? _J I U
W
Lt i U
r (r w
?° (WZ
O CI
CLJ I_
Z w?
I? Lj 4l
l n j W LLJ
O? Lk_
1
I?, ? ,j Cw n ? ? I(_1L
J
LLI C
G
0O Q
Lid L1J Li J
o <[ w
Q_ I? 1 F--
1
N ? j?)
2
In I
I i;,J 1
1
1
J - CI , O) N
_
-- L
LL IAje:NQ::
t
-
I O
LC)
- 1
1
1
U => Q; -I Ln I o O
O V) I- CL q- , ?: CIJ I - I Z Co M 1
L, Q0
-' LI
/ I J CD
\
1
?L ) J I LLJ U a
1
IL1, ? i cJ
I'j (? n: (? I
I ? X
O Z
M \?- -- 1
i?J 1
17)
o
I
LLJ
(
D Ln
__
?I N
(J=
I
I
O -
w
m \
f' J\
u iF
itI ql i, z( )U
L,, `I QjZ7_ J o
1
1,1 l i «)
jQ
Ll l (?? L
`I Lli
I
N
l1
` v ?
11'
f
,
. I \
(
1
<?
IL a C>;
O,
?-- I L ?
t
LI-I L.1_
I
z
I Y1
N uE 1'
11
I .
1
I'n r ,
r- 1
,
- _ _- -- -- --- I I
I,"?
N ---- ---- Ln
?--- I LIJ(b
J
1
/ I
< <(11
/ I I
/ 0
I
`
/ I!
LL,
h1 I 1"
I 1/1 (I?)
//
r
CYj
I1J <ti I cJ lip
-) I •
:z -j
/ IIJ -? IIJ X O
) -- O Q I
/
_
`' LI
?L O O
p (
I
/
/
/
?
w Ln in?
Lv v O -%
I-
I W
a
z co
Lr)
v
I I
A L)
L
A I
l/, (, Q_
~
t
C
(
Q, to L ;\i z r
O
; ()0
I N I
J
I
z 1
Q z ,-
}- - T
L LA V) 0?
-
Z U
<
LI_
u
LLJ F
CK) LLJ C
)
- °
1- 1
I ? I
U LJ
- li
s C
-
j
J -
CD
l
,_ Ll C J
0 0- , o I
U
IJ 1 VJ (-) `( LLJ '"( I
I-- J
L I
C
1110 (-L J
- I
- I
?I I
CL. LL
--- --- -- -- ----- --- -- -- --- i
_ -- - II i
II i
00
lllf >
LL Z M/ H , 05
pl , I I
(I f)
O to")
?-
3NVI H08ddH N10 01H I'
-_ 0
I
i
-\ I I
L, ?? -U L 1
( 1
rJ?// ft I I
(PT
O V ?-, I
.? I
z
(Y
h
Q V) -
> r ?
d; 3
z o r I
LLJ n r`
/
U
v' I-I 11 ?/?' f?
=
Q
;' t
-
LLJ I-
Cl- 1
> 0 C3-) fit
00
(LJ V, it _
O O O n r7n ~' IJ rU li-3 1
1 V) 7 x CY'
C) r n r ;
Z 0 O « rij iii fi
M -
Q S rL - , LL S?
i
I- f = a_ n k
00
W cJ _f I-. = fi r
O -? Lrl L C] G, e , /
J i Id «
N - (n r- S
In J L'j i; i ?( ,
Q N U. > n. l r LTj -1 lD f
\ I
v lr?
I(,I L
I
I
111`
III ?
tl
I
i
1
T
1
1
I
1
1
I
I
H_J
1-?
I.?
?I
1f,
it
II`
IW
i
i
i
I
I
a- _
1
O
O
I
i
I
I
I
I
i
1
I
1
I
L(.
1 I
O
LC)
C]
O O
O lD M
r- I`r)
? ? N
_ Q0 U
J O a
J U
LLJ Z
X ,
= O Ln
=
` ^
CD CO
co (3 0 Ld
0 a
W
1 CD
f-
Vl /
/
/
/
/
/
/
/
/
/ J
/
/ N
IJ??
LLL?
LI,;
-L
I, 1
O
III
[1
IV Q
(n N ? :c
r_ )
,J x 1!
fr ? (,
I-
X n -J
v,
IL
N IIJ
CD
LL"
1--
\\ `d
r5
CL
cL
?.r/, Il??,l I I I
rn
LJ
ILI
f,
n-
I it
?i
1 Ll
I i.
??IIJ
??fn
~ cl
J
rL
(7 ".7
_.I
III
III.:(
vIF
U L
l
v
N
Q
M
? II II ? II II
cl-
N
00
0
CL
Q)
(t
LL,
Cl_
Q
LIJ
q.:
i) o
L<J J
LU
O
+-
V
L
(>
I,.
; Q-
N
Q-
LLJ (J L1J I?.I
U rte) LL, ' L] (n LL
`J
?
VJ rr`)
? a J
V
'C
U F`
(
l P,
LU ?
II N
>c It,
?
?
v _
(:)
-J.
Lo LU
(D
_
,I
I-
II
L,
Lit
-r
?n
r Fr )
LL) (\j
N
N
v
m
= f'-,
?-
? w
?
?
LL
b i
? ;
Qo
(J
i
iU
Z O
na Qo
ll a
O co ti
O = N ,?
LLJ ? Q O CD
D? X z a
a
co m z
w cj?
r
m O m LLJ
W o a 3: o
W LLJ
I 1 1
?:j
„ I I u
ail
n_
I
I ?
(?-? L1;1 '(GI '7BS 'tlfl
,
:
l'I -
I I I .? ?1IWWVII'W 1NI ?
L?
vl ? ?? -. I I CL
C n of I I - ------- i i
C) c! L I ?
-
-
-
f5 r. ?
LL , ti
w ?
Lei
?i
I
I ti
Ln I
1
„I Q=
JJ --,
?, I I Ln
V
i
:
n
G)
I I oc)
N
I
i
-r LU
I W v? _ l
I I l
(rY 1 ? a-
w X
-
I
I IJ I I i J O U
(Ld
nl -
". I I
I I co
r`
Z C]
1.1
i:i cV
?U ?_,
ii
I I ?[ O Q
p W
`O I I cl? C]
LJJ l
O I I z
cl?
o
1
] vW
nn
18
-- -------- --
I I I
I V)
DO I
I Z
o
I
I ~ O (N)
I
I rn rr O I
I w
> ti
Ln v I
I
I
Q
I I z N In d
?
?
Q
L., i N
?
1
I > Ir. I
Q C] z CL u l
I I
Lli W ti
O M - (J
CT
LLu z u
I I
111
?I
11.1
V,
1;j
I J Q u o A
I z U w
I 00 I f??y
I '
I
• ` I
I
I
1
I I i I
I "
L
Ln 03
60 - <D r O
?n Cn O
? II II II II II
O
_
a J c
1Sl
/ 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
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
I
I
I
I
I C
I
I
I
Q
O Ln
O O
r-)
z ?O N PI-)
J
J O ?
LU X U IZ
= O z M
m a
W _
O O O m
O J C]
Iii Q
U D?
Q-
I
I '
I
I j
I '
I fill
I Ill
I l l' l
I ? I' l
I n Y ?)-
I
I '
I l
I
l
Cr I 1 -
c)I I
I I 1
L I 1
IL11 ?
I
1
1
I '
I ,
N
rn
?- I
I I
LrN
I ^ I 111
V ' I 1
I
I
1
I
1 ? 11
1
1
I
1
1
1
1
1
1
1
1
1 °
1 .,
,.
1 ?J
c? 1
1
1
1 O
IJ
1
1
I? 1
1 T 1
1 1-
1
1 ?_ 1
1 lil
1 1
I
1
1 1
r
11
1 1 ',
1
1 11 11 `? )
I Il_
U
1
1 I?,
i
i
l
I
i
I III
fl
Ir
c?
(1 )
rr)
I')
Cl
?) IV
CID
D6
U
U
CD Lr]
O O
O M
oo r-)
z Q N
12 6
J
W X U
O z r?J
= (D Lr)
S
Lu O (D
CD w
0? Q- J
O a
W cr
CD
I
o
I
1 IIJ
Q)
1
1 1
' Ir
l f1.
l
11
Il
11
I
11
11
11
111
1
II
1
1
I
P
11
11
I
II
11
O Ln
O O
3- Q -
Z 00 r rl
J w N rrl
J O
W U
U a_
z
= x0
LJJ CC) = LLn
O O
O CL J
W ?Qy
V LL_
0o O
z U
N ?
o
?
01
IIJ ?
O
ll.l I? O p
?
, ?
f)r
U
i
?
in N
v`-)lu In
?? nl tV
L
c_?
?
<_ \ Q, j
O
) Q 2
I' Q]
Q" 11J U, 5
lllCl ?, ll
?Q-N<Q OO
LL_ z
U)
U
J
_4
?J
in
l
C)
In
j
nJ
Ei
l?
r\
Cj
1
V
L=;
L),
LI_
Ln
lJ J
Q_
LJ
Li J
Lt
J
c,
Li j
CL-
I
W
LI_
v
m
C>?
o
Ip
i1
v)
Ln
Q]
V
J
lJJ
LL
U
CLJ
U
r-)
`" 1
(\.
V
cl
ll,l
o,
<i
Iil
Q.
I?
LI
LL
Q
U
N)
L„
r,
N
n
I?
Ln
lf)
In
2
v)
n
Lv
x
Ll)
k
a?
LIJ
V)
Lj_j
`1
I _l
In
In \ LI
r 'il -
?n (jo
of -x- o o
J , c L'J w I? cs O
o CJs J N
vli vUVO, °o y?(go v z? ?
cM
o
0&0
°. ?_ l? 1 A S Ln ?-.
- - - cJ_ I J Iii chi RJ \\ Z O I oil ?7 / - c?
W Ln
LLJ
v n_ n CCLS < D
L.LJ
o < J N O v cl? O C7 lfl Ql C?
?s
I J 01 Z!: CD (0)
It' - V a C) I .) W
C' I
c, v i1m c' Ln _
ie q) « h tc?UJLj O O \\\ OVII,1'4 i i Q (\
` Vi Cn (r) QO i I
nZ?? 00
Z - I- " MV
o ti_ W M \
?- vl 1, J Q- C--J CCj Q U f '
J O \\ w
X
\ W
U O Cl- \ Oo
vvv O Z (3 „ V
\\\ W m= Q \?, i
J.-
CD ~
\ O
LL]
\ \\\\ O
W W J
\ \ Q O cr
\\ \\U Cl >? I \ Q)
W
0 -A
I
\ Z cr) L9 - `
\ O \ V Z U
?n I
\\ J W r` W
\ \
O N rJ \
I I '
S X U Q
\\ O \\ W cy
\\ oo \\ CD O S M \\ i I j ":? Q
LC)
\\ 3 O \\ CD \\ IU V
\\\\ J O N In O d J IN1 \t it i III LLJ _j Q N
D
\ \ w oo \ f i U
x \ i vi ia, - I Q J
vvv m z vvv ?' _.I ' I x Q
\ \ f? j
v v? o a ri v v ?? U' i '?
LLJ Q
w f-- 03 C) 0
co \ Cil
\ / \ J- I i
LJ ?N?> N ????rs...
vvv v v v v ?1 ??1 ???? ?(0 ?MOy
)h I 1 ?41
J_ 03
u rJ
i - O
o I_(-1
VM --- CD
--- -- f?-V
` N bM ??? Z CO ? r,
/ - -------- "
J O N I"l
J _
IJJ X W
/ _-- = O z
- -?f-- - -
rn
w co
0 CD
w
Ln 4; - -
/ /
/ / co 00
-
t
/
Z N ,. Ir
c,
/ A O
l/l
X U ?
Z
h
c
i
w
Fr I r 1
O Ln .
/11
,
/ cl? m?? ./ 00 j I
vv
// / z o o
CI,? oo
LLI
/ Q
/ ,
- - - l_
- - - - - - - - - - -
W L.'I
J
Q N
?
\ m I'
// \ Z N M
O L
I
q O
// \\ ? X z (lD 1 O ` O
4
Y
co
U
1
O
/N\ O 0 00 I
(?
lfl IJ
CO
J
CL-
v 0
v / (-D
N
`
\\
\\ / W cr J Ncy) 7 (v
\
\\
\\ / O > Cj (In1
\
\\
\
/ U
Q U
Z W
??
?
\ \
\ \ /
\ S I-
Z Ll-
O d ? ?
00
\ \ O M
\ \ N U
?
/
\ \ w z
O
CO "A
U) LLJ ,
< CD
Q N r. C>
W J M
O -
U <_,
Q U > z U f.
\ °.
T z I--
? LL O
Q
LLJ
Lj-j
J
m
Q
U
Q
V
y
U
Cr CL
U
00
X ?q
j 00 X
03
N
LiJ
V) z
O
O
cl:? x
nw
W J O
CD Q
??n
?-6 m
N
Oo
Qq
0
II Ivy
" `
Cl- a
O J
c6
Ul)
v
CL
00
i?/\\ \\ N U m
LLJ W W 0p
00
W
W
Ll-
W
U
IL1 `,
? J
J Cl
? v,
W N
N
0
I? I
I
C
O I
<i° I
J
?1 I
? I
V
V W
LY
R
\11 A 7-F Michael F. Easley, Governor
\O?? RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
DWQ Project No.: 02,01'!)7 County: CAP-T-ERe r
Applicant: S / - Y 13. 3o t}NSo r1
Project Name: S R 13 Z 41 - W 4-NmP 'Ro
Date of Issuance of 401 Water Quality Certification: S? IV Zi 2,007
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 this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to
send certificates from all of these.
Applicant's Certification
I, ?'/kY B. SatiKtSort/ hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial ? Fin
-4-
F/ , oo as a duly registered Professional Engineer in the State of North
Carolina, h ving been autho ' d to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Qualit ertification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. 1(c7/
Date