20060785 Ver 1_COMPLETE FILE_20060509

O?0? W A T ?
r
G-)L:;
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
June 5, 2006
DWQ# 06-0785, Version 2
Davidson & Guilford Counties
Mr. Terry Houk
City of High Point
P. O. Box 230
High Point, NC 27261
AMENDED APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Houk:
The City of High Point has our approval, in accordance with the attached conditions, to place temporary fill
associated with trenching and backfilling in 120 linear feet of perennial stream and in 0.216 acre of forested
wetlands in order to install the Upper Kindergarden Outfall replacement sewer line in High Point, Guilford
County, as described in your application received by the Division of Water Quality (DWQ) on May 5, 2006 and
in additional information received by DWQ on May 25, 2006. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3374, which can be viewed
on our web site at http://www.ncwaterquality.org/wetlands.html. This Certification allows you to use
Nationwide Permit Number 12 when it is issued by the U.S. Army Corps of Engineers. In addition, you should
secure any other applicable federal, state or local permits before you proceed with your project, including (but
not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or
in the future) exceed one acre, or total fill to perennial streams equals or exceeds 150 linear feet, 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, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 120 linear feet Along-Payne Creek, beginning at the intersection of Westchester
Drive and Robinhood Drive and continuing for two miles
downstream, as depicted on the Project Location Map included
with the Pre-Construction Notification

opri Carolina
1V?
atura!!y
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet hfto://www.ncwaterguality.or0
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Terry Houk
Page 2, DWQ# 06-0785, Version'-)
June 5, 2006
Amount Approved,_ Plan Location or Reference
Wetlands 6.216 acre Small forested wetlands along Payne Creek as depicted on
the Project Location Map included with the Pre-
Construction Notification
2. Appropriate sediment and erosion control measures, which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in I5A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.

5. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
6. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ 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 NC Division of Water Quality upon completion of the project. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation.
Mr. Terry Houk
Page 3, DWQ# 06-0785, Version 2
June 5, 2006
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
6 ? ?/' /_? ?
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc:'' Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Mauricio Pacini, Davis-Martin-Powell and Associates, 6415 Old Plank Road, High Point, NC 27265

-? DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
6415 Old Plank Road, High Point, NC 27265
[phone] • Fax [phone] • www.dmp-inc.com
June 2, 2006
Re: City of High Point, NC
Upper Kindergarden Outfall Replacement
DMP Project E-3774 (BF)
Mr. Ian McMillan
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Mr. McMillan:
On behalf of the City of High Point we have enclosed five (5) revised permit application packets that
reflect an additional stream crossing in the project corridor. The new impact site number is "X6" and the
total stream impacts are now 120 feet. If you have any questions or require additional information,
please do not hesitate to call me. We appreciate your assistance in this matter and look forward to
working with you in the future.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
auricio M. a ini
C: Terry Houk
File (enc)
.7A I -i=1 t;7Z
Z[)?;6
JUN - -6
Z 66 (0
FILE COPY
open-cut method. Streams will be stabilized upon completion of sewer installation &
wetlands will be restored to natural grade and allowed to revegetate by natural means.
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***
KI Excavation 0.020 Yes 68 Forested Wetland
KJ Excavation 0.017 Yes 150 Forested Wetland
KK Excavation 0.023 Yes 220 Forested Wetland
KL Excavation 0.016 Yes 275 Forested Wetland
KM Excavation 0.005 Yes 190 Forested Wetland
KN Excavation 0.018 Yes 75 Forested Wetland
KO Excavation 0.020 Yes 250 Forested Wetland
KQ Excavation 0.035 Yes 18 Forested Wetland
KR Excavation 0.062 Yes 20 Forested 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 htW://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: 2.15 Acres
Total area of wetland impact proposed: 0.216 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
Xl Excavation/ 20 Payne Creek 20 Perennial
Stabilization
X2 Excavation/ 20 Payne Creek 18 Perennial
Stabilization
X3 Excavation/ 20 Payne Creek 18 Perennial
Stabilization
X4 Excavation/ 20 Payne Creek 12 Perennial
Stabilization
X5 Excavation/ 20 Payne Creek 10 Perennial
Stabilization
X6 Excavation/ 20 Payne Creek 18 Perennial
Stabilization
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.
I =i 1l.
??
Page 8 of 12 AN 631 2 0
** 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.uszs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maR uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 120 L.F.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: [N/A]
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
Name Wate)
( 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 [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.
Reauired stream crossings are proposed to be made as near perpendicular as possible and
alignments have been shifted where possible to minimize wetland impacts. Additionally,
construction throuLrh wetlands will be limited to a 15' corridor in order to minimize
impacts.
VIII. Mitigation [N/A]
Page 9 of 12 r,;?
Attachment 1
Stream Site Coordinates
Stream Impact
Site Number Station Stream Latitude Longitude
xi 50+90 Payne Creek N35°57.78' W80°02.88'
X2 58+55 Payne Creek N35°57.80' W80°02.80'
X3 65+65 Payne Creek N35°57.84' W80002.68',
X4 MH 37 to MH 50 Payne Creek N35°58.15' W80°02.29'
X5 MH 39 to MH 51 Payne Creek N35°58.18' W80°02.23'
X6 MH 33 to MH 52 Payne Creek N35°58.04' W80°02.36'
DAVIS-MARTIN-POWELL & ASSOCIATES
Job No. E-3774 Updated 5/25/2006
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DAVIS-MARTIN-POWELL & AA,'8"CIATES, INC CI T Y OF HIGH POINT T, IC
j]¢ r' g Y UPPE XhI,IDE.RGARDEN CUTFALL R1 ° A `%1-i11T
141°.aCTEO STREAMS 'c ,'rcTLaP1DS
`- -"'1 j KALE. 1'=1200•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
s
Mr. Terry Houk
City of High Point
P. O. Box 230
High Point, NC 27261
Alan W. Klimek, P.E. Directur
Division of Water Quality
MAY 2 5 2006
AENR • WATER QUALITY
YllUt MAS ANA STMMWMTER BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Houk:
May 22, 2006
DWQ# 06-0785
Davidson & Guilford Counties
The City of High Point has our approval, in accordance with the attached conditions, to place temporary fill
associated with trenching and backfilling in 100 linear feet of perennial stream and in 0.746 acre of forested
wetlands in order to install the Upper Kindergarden Outfall replacement sewer line in High Point, Guilford
County, as described in your application received by the Division of Water Quality (DWQ) on May 5, 2006.
After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3374, which can be viewed on our web site at
htlp://www.ncwateKquality.org/wetlands.html. This Certification allows you to use Nationwide Permit Number
12 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those required
by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or
in the future) exceed one acre, or total fill to perennial streams equals or exceeds 150 linear feet, 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, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 100 linear feet Along Payne Creek, beginning at the intersection of Westchester
Drive and Robinhood Drive and continuing for two miles
downstream, as depicted on the Project Location Map included
with the Pre-Construction Notification

North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650
2321 Crabtree Blvd. Raleigh, NC 27604-2260
Customer Service Number: 1-877-623-6748
Ane C
orth arolina
1V_ atura!!y
Phone [phone] FAX [phone]
Internet http://www.ncwatergualitv.org
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl10% Post Consumer Paper
Mr. Terry Houk
Page 2, DWQ 106-0785
May 22, 2006
Amount Approved Plan Location or Reference
Wetlands 0.746 acre Small forested wetlands along Payne Creek as depicted on
the Project Location Map included with the Pre-
Construction Notification

2. Appropriate sediment and erosion control measures, which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface !dining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
6. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream of any crossing.
7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ 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 NC Division of Water Quality upon completion of the project. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation.

Mr. Terry Houk
Page 3, DWQ# 06-0785
May 22, 2006
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4959 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 File Copy
Mr. Mauricio Pacini, Davis-Martin-Powell and Associates, 6415 Old Plank Road, High Point, NC 27265
Triage Check List
Date: 5/15/06
Project Name:COHigh Point-Upper Kindergarden Outfall
DWQ#: 06-0785
Daryl Lamb, Winston-Salem Regional Office
To
60-day processing time: 5/09/06 - 7/07/06
From: Cyndi Karoly Telephone: [phone]
County: Davison/Guilford

The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
?
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
DATA FORM FILE
COPS
ROUTINE WETLAND DETERMINATION 2 0.0 (30 7 8 5
(1987 COE Wetlands Determination Manual)
Project / Site: Uuner Kindergarten Outfall Replacement
Applicant / Owner:
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc.
Do normal circumstances exist on the site? Yes x No
is the site significantly disturbed (Atypical situation)? Yes No x
Is the area a potential problem area? Yes No x
(explain on reverse if needed)
Date: 5110105 - 5111/05
County: Guilford
State: NC
Community ID:
Bottomland Hardwood
Swamp
TransectID:
Wetland KR
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer negundo tree FACW 9. Lonicera igponica vine FAC-
2. Fraxinus pennsvlvaWca tree FACW 10. Toxicodendron radicans vine FAC
3. Platanus occidentalis tree FACW- 11. Lycopus virginicus herb 0_L
4. Acer rubrum tree FAC 12. Geum vir„.ginianum herb FACW-
5. Liguidambar styraciflua tree FAC+ 13. Violapanilionacea herb FAC
6. Ligustrum sinense shrub FAC 14. Impatiens capensis herb FACW
7. Acer negundo shrub FACW 15. Galium tinctorium herb FACW
8. Hamamelis vireiniana shrub FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 87
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classifi ed as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
_ Other _ Inundated
_ x Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
--x- Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Cliewacla loam Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Fluvaguentic Dystrudept Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon IMunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 2.5Y 511 .2.5YR 3/4
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking In Sandy Soils
_Aquic Moisture Regime Listed On Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
_x Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No Is the Sampling Point
Wetland Hydrology Present? Yes x No Within a Wetland? Yes x No_
Hydric Soils Present? Yes x No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Upper Kindergarten Outfall Replacement Date: 5110105 - 5111105
Applicant / Owner: County: Davidson
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Mesic Mixed Hardwood
is the area a potential problem area? Yes No x Transect ID:Ualand
(explain on reverse if needed) KI.KJ.KK.KL.KM.KN.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera tree FAC 9. Lonicera iononica vine FAC-
2. Ouercus alba tree FACU 10. Toxicodendron radicans vine FA -
3. Ouercus falcata tree FACU- 11. Polystichum acrostichoides herb FAC
4. Acer saccharinum tree FACU- 12. HexasVIis arifolia herb FAC-
5. Carya ovata shrub NACU 13. Vitis rotundifolia vine FAC
6. Faeus grandifolia shrub FACU 14. Polygonatum biflorum herb FAC-
7. Viburnum acerifolium shrub FACU 15. Podgphyllum peltatum herb FACU
8. Comus florida herb FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 27
Remarks: Wetland Vegetation Present Based Upon G reater than 50% of the Plant Species are not Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
_ Other _ Inundated
-Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
- Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Chewacla loam Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Fluvaquentic D trudept Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 l OYR 4/3
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? 'Yes No x Is the Sampling Point
Wetland Hydrology Present? Yes No x Within a Wetland? Yes_ No x
Hydric Soils Present? Yes No x
Remarks: Location is not classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION.
(1987 COE Wetlands Determination Manual)
Project / Site: Upper Kindergarten Outfall Replacement Date:5/10/05 - 5111105
Applicant / Owner: County: Davidson
Investigator: . Jessi O'Neal Robert J. Goldstein & Associates Inc. State: NC
Do normal circumstances exist on the site? Yes x No
Is the site significantly disturbed (Atypical situation)? Yes No x
Is the area a potential problem area? Yes No x
(explain on reverse if needed)
Community ID:
Bottomland Hardwood
Swamp
Transact ID:Wetland
KI.KJ.KK.KL.KM.KN.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer nerundo tree FACW 9. Lonicera japonica vine FAC-
2. Fraxinus nennsylvanica tree FACW 10. Toxicodendron radicans vine FAC
3. Platanus occidentalis tree FACW- 11. L ycoous vireinicus herb OBL
4. Acer rubrum tree PAC 12. Geum vireinianum herb FACW-
5. Liguidambar sbTaciflua tree FAC+ 13. Viola papilionacea herb FAC
6. Lieustrum sinense shrub PAC 14. Impatiens ca_pensis herb FACW
7. Acer neeundo shrub FACW 15. Gahm tinctorium herb FACW
8. Hamamelis virginiana shrub FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 87
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classifi ed as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
_ Other _ Inundated
Saturated in Upper 12"
No Recorded Data Available _ Water Marks
Drift Lines
Field Observations: - Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: (in•) Secondary Indicators:
-x- Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Chewacla loam Drainage Class: somewhat aoorly drained
Taxonomy (Subgroup): Fluvaquentic Dvstrudept Confirm Mapped'Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12 2.5Y 511 2.5YR 314
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon -High Organic Content in Surface Layer In Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Solis
_ Aquic Moisture Regime Listed On Local Hydric Solis List
x Reducing Conditions Listed on National Hydric Solis List
x Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No . Is the Sampling Point
Wetland Hydrology Present? Yes x No Within a Wetland? - Yes x No
Hydric Soils Present? Yes x No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Upper Kindergarten Outfall Replacement Date: 5110105 - 5111105
Applicant / Owner: City of High Point, North Carolina County: Guilford
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Mesic Mixed Hardwood
Is the area a potential problem area? Yes No x Transect ID:
(explain on reverse if needed) Wetland KO
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulinifem tree FAC ' 9. Lonicera iaponica vine FAC-
2. Ouercus alba tree FACU 10. Toxicodendron radicans vine FAC
3. Ouercus falcata tree FACU- 11. Polystichum acrostichoides herb FAC
4. Acer saccharinum tree FACU- 12. Hexastylis arifolia herb FAC-
5. Carya ovata shrub FACU 13._Vitis rotundifolia vine FAC
6. Fagus graridifolia shrub FACU 14. Polygonatum biflorum herb FAQ-
7. Viburnum acerifolium shrub FACU 15. Podoph 1? lum peltatum herb FACU
8. Cornus florida herb FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 27
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are not Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
_ Other _ Inundated
_Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: . Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in-) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: (in.) _ FAC-Neutral'Test
Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name
(Series and Phase): Chewacla loam Drainage Class: somewhat poorly drained .
Taxonomy (Subgroup): Fluvaauentic Dv strudept Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munseli Moist) (Munseil Moist) Abundance/Contrast Structure, etc.
12 1OYR 4/3
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor Organic Streaking in Sandy Soils
- Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
Gieyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: No Hydric Soil
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No x Is the Sampling Point
Wetland Hydrology Present? Yes No x Within a Wetland? Yes_ No x
Hydric Soils Present? Yes No x
Remarks: Location is not classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Upper Kindergarten Outfall Replacement Date: 5110105 - 5111105
Applicant / Owner: County: Guilford
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc. State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Mesic Mixed Hardwood
Is the area a potential problem area? Yes No x Transact ID:
(explain on reverse if needed) Wetland KR
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera tree FAC 9. Lonicera iaaponica vine FAC-
2. Ouercus alba tree FACU 10. Toxicodendron radicans vine FAC
3. Ouercus falcata tree •FACU- 11. Polvstichum acrostichoides herb FAC
4. Acer saccharinum tree FACU- 12. Hexastvlis arifolia herb FAC-
5. Carva ovata shrub FACU 13 _Vitis rotundifolia vine FAC
6. Faeus grrandifolia shrub FACU 14. Polveonatum biflorum herb FAG
7. Viburnum acerifolium shrub FACU 15. Podophvllum peltatum herb FACU
8: Comus florida herb FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 27
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are not Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
- Other _ Inundated
-Saturated in Upper 12"
No Recorded Data Available - Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: No Hydrology
SOILS
Map Unit Name
(Series and Phase): Chewacla loam Drainage Class: somewhat Poorly drained
Taxonomy (Subgroup): Fluvaquentic Dvstrudent Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moistl (Munsell Moist) Abundance/Contrast Structure, etc.
12 1OYR 4/3
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Suifidic Odor Organic Streaking In Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Solis List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: No Hydric Soil
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No x
Wetland Hydrology Present? Yes No x
Hydric Soils Present? Yes No x
Is the Sampling Point
Within a Wetland? Yes_ No x
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project 1 Site: Upper Kindergarten Outfall Replacement
Applicant I Owner: City of High Point. North Carolina
Investigator: Jessi O'Neal Robert J. Goldstein & Associates Inc.
Do normal circumstances exist on the site? Yes x No
Is the site significantly disturbed (Atypical situation)? Yes No x
Is the area a potential problem area? Yes No x
(explain on reverse if needed)
Date: 5110105 - 5111105
County: Guilford
State: NC
Community ID:
Bottomland Hardwood
Swamp
Transact ID:
Wetland KO
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer neeundo tree FACW 9. Lonicera iaponica vine FAQ-
2. Fraxinus 12ennsvlvanica tree FACW 10. Toxicodendron radicans vine FAC
3. Platanus occidentalis tree FACW- 11. Lvcogus virxinicus herb OBL
4. Acer rubrurn tree FAC 12. Geum vireinianum herb FACW-
5. Liquidambar styraciflua tree FAC+ 13. Viola papilionacea herb FAC
6. Ligustrum sinense shrub FAC 14. Impatiens capensis herb FACW
7. Acer negundo shrub FACW 15. Galium tinctorium herb FACW
8. Hamamelis virginiana shrub FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 87
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are Classified as
FAC-OBL in the National List of Plant Species that Occur in Wetlands.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
_ Other - Inundated
_Z__Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
x Oxidized Roots Channels In Upper 12"
Depth to Free Water in Pit: (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name
(Series and Phase): Chewacla loam Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Fluvaquentic DvstrudMt Confirm Mapped Type? Yes No
Profile Descrintion:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munseli Moist) (Munseil Moist) Abundance/Contrast Structure, etc.
12 2.5Y 511 2.5YR 3/4
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Solis
Aquic Moisture Regime Listed On Local Hydric Soils List .
x Reducing Conditions Listed on National Hydric Solis List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No Is the Sampling Point
Wetland Hydrology Present? - Yes x No Within a Wetland? Yes _x No
Hydric Soils Present? Yes x No
Remarks: Location is classified as a wetland based upon the criteria set forth in the 1987 Army Corps of
Engineers Wetlands Delineation Manual.
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
p ENGINEERING • LAND PLANNING • SURVEYING
6415 Old Plank Road, High Point, NC 27265
[phone] • Fax [phone] • www.dmp-inc.com
20060785
P A ,i?? Y? 1 rE April 25, 2006
i? T
RECEIVED Re: City of High Point, NC
Upper Kindergarden Outfall Replacement
k 1? ! -DMP Project E-3774 (BF)
Mr. Daryl Lamb
Division of W Quality
s Unit
585 Waughtown Street
Winston-Salem, NC 27107
Dear Mr. Lamb:
10,
MAY - ? 2006
DENR - WATER Cif 11TY
WEETLANIDSAND STOMA'rAATER EFMICH
APR 2 7 2006
w?n.w»•5318m
R®glona) OftS
On behalf of the City of High Point, in reference to the above project we have enclosed the following
items for your review and approval:
Five (5) copies of the Pre-Construction Notification Application with attachments;
Two (2) copies of the Wetland and Upland Data Forms;
Two (2) sets of civil drawings for the proposed work;
Check No. 030355 in the amount of $200.00 for review of a proposed sewer line installation;
The proposed sewer line will cross five (5) sections of Payne Creek, and nine (9) areas of wetlands will
also be impacted with the total impact less than 0.75 acre. We trust this information is complete and
accurate and will allow you to make a thorough and timely review of this project. If you or your staff
have any questions or require additional information, please do not hesitate to call me. We appreciate
your assistance in this matter and look forward to hearing from you.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
auricio M. Pa I I
C: Terry Houk
Todd Tugwell, USACOE (enc)
File (enc)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 6 7 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing P AY Nr If
RECEIVED
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: NWP 12
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 her :
II. Applicant Information
MAY zoos
1. Owner/Applicant Information
Name: City of High Point vv"Tn`P NATER BRayc"
Mailing Address: PO Box 230
High Point, North Carolina 27261
Telephone Number: 336-883-3166 Fax Number: 336-883-1675
E-mail Address: terry.houk6Dhighuointnc.2ov
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
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: City of High Point, Upper Kindergarden Outfall Replacement
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Davidson & Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Project area located along
Payne Creek beginning at the intersection of Westchester Dr. and Robinhood Dr. and
ending slightly less than 2 miles downstream, iust below the next maior creek iunction.
Lat: N 35°57.39'
5. Site coordinates, if available (UTM or Lat/Long): Long: W 80°03.54' (Downstream)
(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 water body.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Payne Creek
8. River Basin: Yadkin Pee-Dee
(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: The project corridor is mainly wooded/forest area with
portions that go through residential neighborhoods.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed proiect will consist of installation of a new sewer outfall to replace the
existing undersized/deterioratina outfall. Pipeline installation will be via trenching
methods utilizing track mounted excavators and dozers. All proposed channel
crossings will be stabilized immediately upon crossing and wetland areas crossed will be
returned to pre-construction grades and seeded w/native vegetation species.
11. Explain the purpose of the proposed work: The replacement of the existing outfall
which has surpassed it's useful life (both in capacity and condition).
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.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
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.
1. Provide a written description of the proposed impacts: Installation of gravity sewer via
Page 7 of 12
open-cut method. Streams will be stabilized upon completion of sewer installation &
wetlands will be restored to natural trade and allowed to revegetate by natural means.
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***
KI Excavation 0.020 Yes 68 Forested Wetland
KJ Excavation 0.017 Yes 150 Forested Wetland
KK Excavation 0.023 Yes 220 Forested Wetland
KL Excavation 0.016 Yes 275 Forested Wetland
KM Excavation 0.005 Yes 190 Forested Wetland
KN Excavation 0.018 Yes 75 Forested Wetland
KO Excavation 0.020 Yes 250 Forested Wetland
KQ Excavation 0.035 Yes 18 Forested Wetland
KR Excavation 0.062 Yes 20 Forested 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 li=://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: 2.15 Acres
Total area of wetland impact proposed: 0.216 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
Xl Excavation/ 20 Payne Creek 20 Perennial
Stabilization

X2 Excavation/
20
Payne Creek
18
Perennial
Stabilization
X3 Excavation/ 20 Payne Creek 18 Perennial
Stabilization
X4 Excavation/ 20 Payne Creek 12 Perennial
Stabilization
X5 Excavation/ 20 Payne Creek 10 Perennial
Stabilization
* 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
Page 8 of 12
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mal2guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 100 L.F.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
ocean and any other water of the U.S.) below: [N/A]
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
Name of ody
( applicable cable) Type of Waterbody
(lake, and estuary, sound,
ba , ocean??c.

* 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 [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.
Reauired stream crossings are proposed to be made as near perpendicular as possible and
alignments have been shifted where possible to minimize wetland impacts. Additionally,
construction through wetlands will be limited to a 15' corridor in order to minimize
impacts.
VIII. Mitigation [N/A]
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
Page 9 of 12
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
hqp://l12o.enr.state.nc.us/ncwetlands/strmwde.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres):
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 ® N
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 3
2 1.5
Total
* Zone I extends out 30 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.
N/A.
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.
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.
Proposed protect will have ultimate treatment at the City of High Point's Westside
WWTF.
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).

el- s--,a
AppliCAM/Ageni's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Attachment 1
Stream Site Coordinates
Stream Impact
Site Number Station Stream Latitude Longitude
xi 50+90 Payne Creek N35°57.78' W80°02.88'
X2 58+55 Payne Creek N35°57.80' W80°02.80'
X3 65+65 Payne Creek N35°57.84' W80°02.68'
X4 MH 37 to MH 50 Payne Creek N35°58.15' W80°02.29'
X5 MH 39 to MH 51 Payne Creek N35°58.18' W80°02.23'
DAVIS-MARTIN-POWELL ASSOCIATES E3774 - 12/7/2005

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CHANNEL CROSSING NOTE INV TEL=~7~ ~.5~ / ~ c ~ / _ REMOVE EXISTING AERIAL = ~ ° ~
CONTRACTOR SHALL INSTALL A TEMPORARY _ li : Q ~ - I , ; ~ PIPING, PLUG END AND ~ ;
CHANNEL CROSSING WITH A CULVERT PRIOR TO VA\ ~ a ~ ~ - ABANDON SEWER LINE w ~
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ROBERI ROBERT A, SWAIM ~ ~ / ~
DB. 72 (~w r ' 1 ' DB. 723. PG. 916 ~ ~ i / r ~ . ~ A ~
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HAND TAMPED WASHED STONE VARIES ALLOY PLATE ° ~ Q Z
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FOR D.I. & V,C. PIPE DEPTHS AND D.I, & V.C, PIPE ~ PIPE AT DEPTHS GREATER ~ PLATE PROVIDE MASTIC SEALANT ~ 8 REQ, (4 EACH SIDE 3 8 DIA, W / FOR PLATE LAP S, S. THREADED ROD Z ~ ~
0-12 FEET BETWEEN 12 AND 16 FEET DEPTH ~ THAN 16 FEET 2' I~
MIN, 2 P C. A M - "mil ~ 0~ N, LU ,ALLOY ANIT SEEP
COLLAR TO FIT O.D. OF PIPE Z Z
PIPE BEDDING DETAIL DUCTILE IR N PIP 0 E 5052 A Y V W Q ( LLO , 0,125 THICK)
AN ANIT- P ~ SEE AR COLL O D TAI E L
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1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 BINDER sec ~ _ TEMPORARY WIRE DEWATERNC SEDIMENT POOL SCREEN
` ~ " COMPA T
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BACKFILL SEDIMENT T BUTT BLOCKS FIRMLY AGAINST
CONCRETE AND LET BLOCKS EXTEND / /1
e~ h~ AS NECESSARY AT EDGES. V
C~'Py J~ ~ ~ 70% PIPE O~rNL of e~oat ~ Gwa~ DROP II~.Er ~
tf` OIAYETEN "ROADWAY" " GRAVEL DONUT Q
DRIVEWAYS STRUCTURE ~
WASHED 6~ NIN, n+e sTDnr oww IMTH A OONUT-SHAPED STRUCTURE OF 3-wCH sTONE ARM1M. COIIS11g1CT THE NICE SLOPE 3:1 OR FLATTER. TOP OF STRUCTUIE
sTONE STAN AR P D D Av EMENT REPAIR DETAIL S SHOULD BE 1 FT TO 2 fT MAINNJII ABOVE TOP OF INLET AND 6 INCHES ~ ~ ~ ~ ~ ° a MINIMUM BELOW GROUND EIEVATgq ON THE DOWNSLOPE SIDE. ~ o J a J W ~
N TS ~ o ~ W ~ ~ °
0' - 15' COVER BLOCK & GRAY N EL INL T PR E OT T EC I N 0 z Wz
STIFFNESS CLASS; 46 psi 1, OVERLAY SHALL BE S9.5A, OVERLAY LENGTH SHA LL BE EQUAL N.T.S. ~
TO PAVEMENT WIDTH FOR PERPENDICULAR CROSSINGS, OR AS a a ~ ° °
SHOWN ON THE PLANS. INSTALL OVERLAY ONLY WERE NOTED ON THE PLANS, u z °w } z
7 W~ 3 U J>
2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL ~ Q W ~ = U ~ G_ ° ° ° U to ~
ASPHALT IS PLACED, ASPHALT SHALL BE S9.SA, THICKNESS ' EQUAL TO 1,5*EXISTING PAVEMENT THICKNESS (2" MIN.). }
m 10' MIN.
3. BINDER SHALL BE TYPE 19,08
4. STONE BACKFILL SHALL BE COMPACTED TO 95X AND PLACED IN w 3 10'x10' DEWATERING a o BASIN ®2:1 SIDE SLOPE z
6-12" LIFTS, NATIVE- a TOP OF BANK O
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EX, MASC RING & COVER CAST IN , 0 s ~ EX, MASONRY WALLS TO BE REMOVED TO TOB g a
WASHED TOP SLAB, 3 BELOW 3' BELOW EXISTING GROUND MIN. & THE 0 ° Oi
- REMAINDE STONE STANDARD OR SEALED AS REMAINDER of THE MANHOLE IS TO BE _ ~ - N r~ ~ N ~
INDICATED ON P AN BACKFILLI „ L S ~g r0 95q f BACKFILLED WITH MATERIAL COMPACTED - - _ TO 95q DENSITY. CROSSING-? ,
SANDBAGS ~ 1 THICK 4
PIPE # WASHED STONE
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say ~ / EX, MH SLAB CONCRETE ~ J CONCRETE PLUGS FOR ALL Z
' SIZE OF ac WALLS To PIPE INLEI PIP IN T a' E LE S& OUTLETS 0 0 0 0 (n
' ' _ PRECAST MANHOLE, REMAIN AFTER THE AS INDICATED ON AFTER TH tN I W W E L E S 0 Z ,J
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IT EX S ING MANHOLE P UG IN L G G & LOW RIP E W ~ I- LC ERING DETAI TH TI FI T R ~ L SYN E C L E
Q WASHED a MN. STONE N,T,S, FABRIC ~ Z ~jJ U
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o STIFFNESS CLASS: 72 psi 1) EROSION STAKE TO BE "CLASS I" RlP-RAP UNLESS DESICNA O ~ TEO DIFFERENTL Y ON PLAN. 2) KEY SANDBAGS ~ FIL TER FABRIC INTO CREEKBANKS AND INVERTS WHEN POS Q
I SIBLE ~ PIPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER ON PLAN, C7 Z
s 4) SANDBAGS, POL YEIHYLENE, & TEMPORARY CMP MAYBE DELETED N R I ~ ~ 0 D A NAGS DITCHES, ~ ~ O
v WITHOUT AGAVE ROW, AS DIRECTED BY ENGINEER, W W
a NOTES: PIPE BEDDING DETAIL n 5 CONVERT TO PERMANENT HAN V V C NEL STABILIZATION AFTER UTILITY LINE lS INSTALLED, 0 6) BACKFILL OVER PIPE TO BE OF NON-ERODIBLE MATERIAL (ROCK OR STONE).
n Z W . ~
M FIBERGLASS PIPE 1, CONCRETE STRENGTH 4,000 PSI MIN, i 2, REFER TO CONTRACT DOCUMENTS FOR PIPE ANGLES AND ELEVAT
N.T.S „ ~ 3, OPENINGS VARY TO RECEIVE PIPE SIZES FROM 4 MIN, TO 30 M AND ELEVATfONS. ST~~ ~IMENTATION CONTROL FOR Y CROSSING IN, TO 30" MAX, DRMIAGE DITCHESORStREAMS DURING
~ 4, 0-RING JOINT SHALL CONFORM TO ASTMC-443, JOINTS SHALL 8 CONST, ~ NTS SHALL BE LUBRICATED. W
" 5. LIFT HOLE PLUGS (RUBBER) SHALL BE INSTALLED DURING INSTAL JRING INSTALLATION. ~
i 6, MANUFACTURED BY D & M CONCRETE OR APPROVED EQUAL & N EQUAL & WET CAST TYPE. (~~~s ~
MONOLITHIC 7. ENTRY SEAL TO BE MANUFACTURED INTO MANHOLE FOR POSITIVE FOR POSITIVE JOINTING OF ~
BASE ENTRY & EXIT PIPES. CROSSING LOCATION MINIMUM PIPE SIZE SLOPE
i 8. MANHOLE STEPS TO BE CONSTRUCTED FROM 1 2" GRADE 60 STE ,BADE 60 STEEL REINFORCING „
ROD INCAPSULATED IN A COPOLYMER POLYPROPYLENE PLASTICE VE PLASTICE AS STA 47+50 48 PVC (FRP) 5.4~
o MANUFACTURED BY M.A. INDUSTRIES MODEL PS-IP,F, OR APPRC . OR APPROVED EQUAL. STA 51+00 TO 80+00 42" PVC FRP 5.5%
R TYPICAL PRECAST MANHOLE 9. ALL MANHOLES TO BE 6 DIAMETER FLAT TOP MANHOLES WITH R SHEET NO. 'OLES WITH RING AND COVER. STA 80+00 TO END 21" PVC FRP 5.5%
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ESTABLISHING VEGETATION 1
~ THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND MULCHING OF ALL DISTURBED AREAS. '
5' max LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM ~ ~ max = Q z
nk hei ht- ~ Stream channel OXIDE, g _ _ FERTILIZER SHALL BE STANDARD COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL BE
" N AND bank height- 5 FT MIN 1, DRIVE STEEL POST 24 INTO GROU D DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE ~ W J. ~
12" NCDOT IRE ENCE EXCAVATE A 6"x6" TRENCH UPHILL ALONG ~ STEEL POST RE D W BURLAP ONLY Y TH FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL ~ ~ ~ ~ ~ - Surface flaw WEIGHT, IF NOT USED IMMEDIATELY AFTER DELIVER , E ' ~ diversion NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. ~P~p
#57 Washe , , ~ ( Q ~ 1 THE LINE OF POSTS. MAX. 8' BETWEEN POSTS, n Stone 1.5 ft 2, ATTACH WIRE FENCE TO POSTS AND EXTEND - - - ~ I,~~ - I RATIONS. PURITY OF ' ~ ,a``
p X ' ~ z FABRIC FENCE 6" INTO THE ` 1800 cu ft~acre ~ ~ -,,?'i-,I ~~1 Q _ THE BOTTOM OF THE N R I NA AN SEASONAL CONS DE n - ~ = GRASS SEED SHALL BE AN APPROVED MIXTURE BASED 0 E 0 L ~ _ - SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY-FIVE
r . ~ ~ ~ g (NO 1VIRE FENCE REQ'D) ~ ~ ~n ~ r ; EXCAVATED TRENCH, ' ~ - PERCENT. THE SEED LABEL SHALL BE A "CERTIFIED SEED' LABEL. -
~ ~ ~_i o o ATTACH THE FABRIC TO THE WIRE FENCE ' " I I BACKFILL TRENCH WITH SOIL 3~ I / MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE AND APPROVED MA IAL. ' Stone approach section ~ C7
; ~ ~ ',_,I ~ ~ ~ MATERIAL AND TAMPING oR AND EXTEND THE BOTTOM OF THE FABRIC ' WASHED STONE TO 6" ABOVE 6° INTO THE TRENCH. Stone o` PREPARATION OF SEEDBED Stone Over 5.1 max, slope on road M 0TH AND TRUE TO GRADE, THE AREAS SHALL BE PREPARED BY MEANS OF Z
s section filter fabric GROUND. Cros 4, BACKFILL THE TRENCH AND COMPACT THE filter clc THE SURFACE SHALL BE MADE S 0 filter Cloth ISKING TO A MINIMUM DEPTH OF THREE INCHES. DISKING AND CROSS-DISKING, HARROWING, OR OTHER APPROVED ~ Z D
SOIL FIRMLY TO ANCHOR THE BOTTOM OF METHODS OF PREPARATION, SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE-INCH DEEP - Z
H SILT FENCE SO THAT RUNOFF IS FORCED TE SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL ~ Z - Surface flow IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL BE APPROVED ~ W Q
o TO GO THRU THE FENCE AND CANNOT GO Design Overfill 6 for I „ UNDER IT. diversion PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL 8E BROADCAST W
settled top 21 min settlement N EDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. W W ~ k WITH AN APPROVED SPREADER OVER THE SEEDS Y T NGINEER THE MIXTURE OF GRASS SEED, AS Z n- Orlgmol streamban AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED B HE E ~ -
~ SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED
4 FT MIN INTO THE SOIL TO A DEPTH OF APPROXIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEANS OF A CULTIPACKER Q (,7 Q
, 2:1 side _ ITT FENCE ass PORARY S Emer ena b TEM Stone -~"I r'~„ ~ ~ _I r~~ ~ slope max 9 Y Y P Tem oror access ROLLER OR OTHER APPROVED EQUIPMENT. Z Z (n Stone p y U,J Q
5 FT 18' ~ , 6 below settled tap N.T.S. Filter CIOth ESTABLISHING TEMPORARY VEGETATION THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE O
AX FILL ~ ' m ~ , of da THAN 30 WORKING DAYS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS `n
~ Natural round AND THE FOLLOWING APPROPRIATE TEMPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE PIEDMONT AREAS ARE AS FOLLOWS: (n
1:1 side 9 Filter 36" MIN I e max ~ CONSTRUCTION SPECIFICATION T A Q D ~
fabric sop A MINIMUM. APPLICATION RA ES (LB/ C) _ _1 RI ULTURAL Q _ ~ DF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO RECOMMENDED SPECIES SEED 10 10 o AG C
1, KEEP CLEARING AND EXCAVATION OF THE STRE Stone section ~ FERTILIZER IM T NE ~ CV (V ~ ~ SEEDING DATES L ES 0 ~ I.. ~ ~ p
a 2. DIVERT ALL SURFACE WATER FROM THE CONSTF IT ONTO UNDISTURBED AREAS ADJOINING THE STREAM. JAN 1 MAY 1 RYEGRAIN ANNUAL 120 750 2000 TR CTION S E YN~ ' ' THE DONS U LESPEDEZA (KOBE) 50 Z V i~ U
~~o T AM BANKS WITH RIPRAP 0 a _ lp , LINE UNSTABLE S RE TN RIPRAP OR OTHERWISE APPROPRIATELY STABLIZE THEM. MAY 1 - AuG 15 GERMAN MILLET 40 750 200o J a Z `o 00 Z
TRAP ~ ~ o NT EDIME ARY S _ MPOR e TE AUG 15 -DEC 30 RYEGRAIN 120 1000 2000 J ~ 00 ~ J a- F- CO
3. KEEP STREAM CROSSING AT RIGHT ANGLES TO N.T.S. ANGLES TO THE STREAM FLOW. THIS IS PARTICULARLY IMPORTANT WHEN a Z ,p o ESTABLISHING PERMANENT VEGETATION W J _ ~ ~ ,
~,y7 CULVERTS ARE USED. THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS OR 90 CALENDAR O ~ ~ v ~ DAYS AFTER FINAL GRADE. IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE ~ 3
~ , <; ~ ti ~ 4. ALIGN ROAD APPROACHES WITH THE CENTER LI THE CROSSING FOR A MINIMUM DISTANCE OF 30 FT. RAISE FOLLOWING APPROPRIATE PERMANENT SEEDING SCHEDULE. ~ _ " x 3 IE CENTER LINE OF
CONSTRUCTION SPECIFICATIONS ~ 6" min ~ _~~_<<,,~~ BRIDGE ABUTMENTS AND CULVERT FILLS`A MINI LOW MAINTENANCE AREAS ARE MOWED INFREQUENTLY OR NOT AT ALL AND DO NOT RECEIVE LIME AND FERTILIZER ON ~ c9 d FILLS`A MINIMUM ~F 1 FT. ABOVE ADJOINING APPROACH SEGTIONS TG AR BASIS. SUCH AREAS MAY INCLUDE STEEP SLOPES, STREAM OR CHANNEL BANKS, AND UTILITY ~0 = ~
RIP THE AREA UNDER THE EMBANKMENT OF ALL ~Y~ ~ PREVENT EROOSION FROM SURFACE RUNOFF AND ST depth - TRUCTURE, A REGUL ~ RUNOFF AND TO ALLOW FLOWS TO PASS AROUND S EASEMENTS.
1) CLEAR, GRUB, OIL CONTAINING A L SURFACE S ~1a~'' ' VEGETATION AND ROOT MAT. REMOVE L FIT 2-3° _ APPLICATION RATES LB AC) ~ ( /
HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE 0 coarse aggregate 5. STABLIZE ALL DISTURBED AREAS SUBJECT TO f V RFLOW AREAS, WITH SEEDING MIXTURE GENTLE SLOPES STEEP SLOPES Z iUBJECT TO FLOWING WATER, INCLUDING PLANNED 0 E T FESCUE 80 100
PROPERTY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED RIPRAP OR OTHER SUITABLE MEANS IF DESIGN DISPOSAL AREA, V OCITY EXCEEDS THE ALLOWABLE FOR THE INPLACE SOIL ALL S IF DESIGN EL SERICEA LESPEDEZA 20 30 (USE ONLY UNSCARIFIED SEED AFTER AUG 15)
(TABLE 8.05A, APPENDIX 8.05), K0~ LESPEDEZA t0 10 10-10-10 FERTILIZER 1000 1000
2 ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, ) TT R AND OTHER OBJECTIONABLE _ WAT R THE CROSSING SITE ARE STABLE BEFORE DIVERTING AGRICULTURAL LIMESTONE aooo 4000 T DE E Q NECESSARY 0
WOODY VEGETATION, ORGANIC MA E , Woshing If conditions at the site are such thot most of the mud and sediment 6. ENSURE THAT BYPASS CHANNELS NECESSARY MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND ore not removed by vehicles traveling over the gravel, the tires should be THE STREAM, UPON COMPLETION OF THE CROS' )F THE CROSSING, FILL, COMPACT, AND STABLIZE THE BYPASS CHANNEL
MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO woshed. Washing should be done on an area stobilized with crushed stone that ADDITIONAL SOIL AMENDMENTS WILL ALSO BE USED AS FOLLOWS;
ETTLEMENT. r itable dis oral area. A wash rock may also APPROPRIATELY. ALLOW FORS drains into o sediment trap or othe su p APPLICATION RATES (LB/AC) ~
M NT. PROTECT THE be used to moke washing more convenient and effective. RY STREAM CROSSINGS IMMEC 3) CONSTRUCT THE OUTLET SECTION IN THE EMBANK E 7. REMOVE TEMPORA STORE THE HULLED GERMAN MILLET RYEGRAIN SINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RE BERMUDAGRASs
CONNECTION BETWEEN THE RIP-RAP AND THE SOIL FROM PIPING BY STREAM CHANNEL TO ITS ORIGINAL CROSS-SEC - ECTION AND SMOOTH AND APPROPRIATELY STABILIZE ALL . CROSS S FEB 15 -MAR 21 40 - 15 40
USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIP- COnStI"UCtIOn AV IN STREAM SEDIMI DISTURBED AREAS. 8. LE E RAP STRUCTURE AND THE SOIL. (REAM SEDIMENT TRAPS IN PLACE TO CONTINUE CAPTURING SEDIMENT. MAR 21 MAY 1 MAY 1 -JUNE 15 15 10 Q
s ecifications 1. clear the entrance and exit orea of all vegetotion, roots, and other ob~ec- P r de it. JUNE 15 -AUG 15 10 AUG 15 - OCT 25 40 Q
* PLACE THE FILTER FABRIC BETWEEN THE RIP-RAP tionable material and properly g a MAINTENANCE AND SOIL. EXTEND THE FABRIC ACROSS THE - RAINS TO CHECH FOR BLOCKAGE IN OCT 25 -FEB 15 40 iING AFTER RUNOFF PRODUCING HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER RECEIVE INTENSE
THE TOP OF 2, Ploce the ravel to the specific grade and dimensions shown on the plans, and INSPECT TEMPORARY STREAM CROSSING AFTER R SPILLWAY FOUNDATION AND SIDES TO 9 CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS USE OR REQUIRE MAINTENANCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, HOME .f ,p ~ t1 ~ p ~
R smooth it. CHANNEL, EROSION OF ABUTMENTS, CHANNEL SC THE DAM, 0 IMMEDIATELY TO PREVENT FURTHER DAMAGE TO TH INSTALLATION. LAWNS, PARKS, SCHOOLS, CHURCHES, AND RECREATIONAL AREAS. ~ o J Q J w ~ DAMAGE TO E TI N RAT LB AC ~ N ~ w D! O ~
• EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE 3. Provide droinoge to Carry water to a sedment trap or other suitable outlet. APPUCA 0 E5 ( / ) _ MAR 31 -AUG 20 ~ 2 Z SEEDING MIXTURE. FEB 1 MAR 31 AUG 20 -FEB 1 w
OF THE SPILLWAY FOUNDATION EXTENDING UP THE T 25 U N AUG 20 OC ~ Q
SIDES TO THE HEIGHT OF THE DAM, THE TRENCH 4, Use geotextile fabrics because they improve stability of the foundation in SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE locations subject to seepage or high woter table. BLEND OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 Q R S S I N G KOBE LESPEDEZA 30 W o w 0
TYP E FORD WITH 1.1 SIDE SLOPES. TREAM P S D Y E iDD T w zD ,ODD 10-10-10 FERTILIZER w Z Z Y w w
4 CLEAR THE POND AREA BELOW THE ELEVATION OF THL CREST OF THE MOlntenanCe Maintain the grovel pad in a condition to prevent mud or sediment from leav- AGRICULTURAL LIMESTONE 4000 4000 ~ w~ 3 U ~ > NITROGEN(TO BE APPLIED AUG 20-FEB 1 ONLY) 40 ~ Q w ~ 2 U ~
) T EANOUT, i n i .This ma re uulre eriodic topdressing with 2-inch SPILLWAY TO FACILITATE SEDIMEN CL Ing the construct o s to y q p USING HOGWIRE WITH ~ ~ O D U N N
II in ect an structure used to trap sediment and clean MAXIMUM PLACEMENT OF POST USING HOGWIRE W T R stone. After each fOlnfO , Sp y APPROVED EROSION CONTROL FABRICS TO E!E 10 'ABRICS TO BE 10 FEET. VARIES (SEE PUN) MULCHING 2' MIN. MULCH SHALL BE WHEAT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 ~
5) ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLAT E it out os necessary. Immediately remove oil objectionable materials spilled, woshed Or tracked onto ubIIC faadwayS, MAXIMUM PLACEMENT OF POST WITNWT HOG MAR WITHWT HOG MARE USING POUNDS PER ACRE TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF m
R THAT THE STONE DRAINAGE) SECTION OF THE EMBANKMENT HAS ~ p APPROVED EROSION CONTROL FABRICS TO BE 6) ENSU E ~ P OF 6 FEET TO 8 FEET APART, 'ABRICS TO BE _ o POST MATERIAL MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAME WORKING OAY ~ C><o THAT THE SELECTED AREA I$ SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY CRIMPING
A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLO ES 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION. T A NCE T IN HEIGHT SILT-FENCE ~ SILT-FENCE WITH A MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE OR 6 FEE OVER HOG WIRE ' ~,~I, ~ OVER HOG WIRE MULCH. Z
N R f1 POST METAL T-POST 5 FEET OR 6 FEET IN HET( TIN E 0 C TR U NS 0 ARY C MPOR TE E. O
PILLWAY BOTTOM WIDTH, AS DEPENDING ON FILL SLOPE, 7) CONSTRUCT THE MINIMUM FINISHED STONES T P MUST MEET ENGINEERS ~b'~'p~ ` MAINTENANCE AND RESEEDING
SHOWN ON THE PLANS, WITH 2.1 SIDE SLOPES EXTENDING TO THE o N.T.S. FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINI OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SPECIFICATIONS FOR EROSION CONTROL) TRACTOR SHALL MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND ~ ROSION CONTROL) THE CON WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE U
SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 D 12 INCHES RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES, ~
H S. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO CRUSHER RUN CAPACITY OF P/PE CULVERT STONE p4 WASHED STONE TO BE PLACED 12 INI INC E BE PLACE T VIEW ~ WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND ~ RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
ASSURE DESIGN CAPACITY. COURSE AGGREGATE EQUALS BANK-FULL FLOW DEEP AT SILT FENCE 6" DEEP HOG WIRE
8 MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED LASS "B" STONE COVERED METAL FENCE POST METAL
) F 90 INCHES CLASS B EROSION 1 2 DIAMETER OF PIPE C MIXTURE OF STONE WITH A D50 SIZE 0 ( ~ ILT-FENCE METAL FE OMMENDED AND A MAXIMUM STONE SIZE OF 14 OVA )p WHICHEVER IS GREATER ~ , ~~v. ~ _ BY LARGE ANGULAR ROCK s ~ SILT-FENCE FENCE POST SILT-FENCE TEMPORARY SEEDING SPECIFICATIONS
CONTROL STONE IS REC ) ~ _ ~ < , INCHES. THE STONE MAY BE MACHINE PLACED AND THE SMALLER ,r OVER HOG vARE OVER HOG PARE FOR THE PIEDMONT w n Q
ARGER STONES. THE STONE - ' WORKED ~ 7~r~~ f, -~,~_i~: ~ i.5 FT. INTO THE VOIDS OF THE L ) STONES I- „ Applicotion Rotes (Ib/oc) ~i i , Recommended ~ ~ Species 10-10-10 Agriculural Straw
R AND HIGHLY WEATHER-RESISTANT. ~ 'l-'i ; ` D BE HARD ANGULA , I MIN' SHOUL . ~;-~J -`,,J~ ~ ~ 1i_- ~t _ - -~l_JI 2:r 2 ,t; ~ x b ( 1; . ~ it . t r( ~ ~ t, p ~ 4 ~ a , ~ ~ : , t , ~ Seeding Dates Seed ~ Fertilizer Limestone >
~Lll , -~i 1L~j ~l paJ~)~ . ~ ~ J ~ .i~rrr A LOW 1.0 FT. 1~ ~r, ~J SEE EROSION ~ - I ~ 9) ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS ~ ' W - N rn ~ v7 ~0 ~
NTIL STABLE ~ L- ~ - I - ~ ~ 1 _ : ~ d, ~ ~ U ~r`' ONTROC PLAN Vh~% ~ ~ ~ - I WNSTREAM PAST THE TOE OF THE EMBANKMENT = ~ _ _ C ~ _ DO ~ ~ Winter Wheai 120 T - Annual Les edezo 750 2,000 4,000 STRUCTURAL S ONE 1.5 FT. Jon. 1 May 1 P 50
N ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR ~ ~ ~ ~ I I,'~~ -._I FOR PIPE SIZE - I I ~ - I ~ i _ ; SEGMENT = STRUCTURi CONDITIO S ~ ~ I~ ~ -~~I-- i~ -~I- ~ ~ I ~i I, ~j" I ~ I CONTROL STONE ~ THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET ;I I;_' ~ MIN• (Kobe)
NT R ~ I _ ~ --III ! ~ ~ ~ ' i . 6» v. SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CE E ~ I i i I I ~ - ~ l _ I ~ , ~ - I- a I-- - - - N 4,000
W STREAM. - I ~ , - I ~ I - =1, 1 : - ~ i I - - NFINE THE OUTFLO ~ ~ , ~ ~ ~ I-~ - TO CO I~„I, _ ~ ~ - I -~I; ..Iii - _ - I - - ~ ~ _ ~ ~ i ~ ' - FRONT VIEW Moy 1 -Aug, 15 German Millet 40 750 2,000
u~ I I ~ .III ATE ~ ~ ~ ~ - ~ I N 10 DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOC - I I 1--~-III - ! I I-1 I I--III ~ I ~ ~ ~ I -III- ~ ~ I I CROSS SECT 0 SECTION NOTE: ~ 1 4 000 Z
) WI NOT DAMAGE THE EMBANKMENT. BYPASS OUTLETS SO THAT FLOW LL Aug. 15 -Dec. 30 Ryegrain 120 ,000 2,OD0 STRUCTURAL STONE SHALL BE W
T PROFILE 11) STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE HE (CLASS ~B~ STONE FOR EROSION CONTROL PURPOSES.
SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER W
CONSTRUCTION. FLOW U
~ I ASS 'B" STONE COVERED CL MAINTENANCE BY LARGE ANGULAR ROCK T M P OR A - SEQUENCE of CONSTRUCTION Q
E T R EACH PERIOD OF SIGNIFICANT COURSE AGGREGATE UT~ET NE 0 Y STO H MPORAR _ J ~
INSPECT TEMPORARY SEDIMENT TRAPS AF E T RIGINAL A REMOVE SEDIMENT AND RESTORE THE TRAP TO I S 0 ~ ~ ~ 1. Obtain grading permit at pre-construction meeting on site. ~ Z T S. N. W - 2. Install stabilized construction entrance/ W
~ ,t ~ DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN T = ~ 'r - _ - r ~ l , mud ramp of all construction entronces. Z
DEPTH OF THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN THE r, , ~ - , ' c ; DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF T E 1 3. Cleor site enough to install erosion control devices. t.,,.
GRAVEL FACING. 7~, n cF ,,a~ ~ ~ ~y „ a , ;1 ~ u ~ a'p ' ' i ~ `~'n'~'aZ ~ ors , i t. 7U i ~ ; ) ~ ~k~, l , 4, Instoll sediment and erosion control devices. ~ W W
;~~i~ Z ; LP' ' s7 ti ~ ~,~r..z R D ~ CY ~:'~t , ~ bn;L~l'ti bii ; _}~iC1 i~+~07 r~~~~~n AMAGE FROM EROSION OR PIPING. ~ ~ + ~ 'x ~ " ' ' ~~''x ~ ~ ~ ~ 5. Clear and rode site. ~ g J p r• z o 6. Instoll d ainage system. - Q
CHECK THE STRUCTURE FO PI LWAY TO ENSURE IT IS A ~',i;~` ~ ~ ' 'S,3a~~~'~, !0 , LF`t„~~ o,y t 4~~ £ PERIODICALLY CHECK THE DEPTH OF THE S L a,k, ,p .,~c,~ ~c~ L 7. Protect oil drainoge structures. ~ J
T1 i~,~' (}a '`its, 1~. ~ v o MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. 4' , W T IGH ILY ABQ~ ~i 1, +i ~ ~ 1 ~ - I ~ e~ 1 l v ~G )Q~J ~ O lL EARTHEN RIDGE 8. Maintoin and clean erosion control facilities throughout ~ L Q. O
~ IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT 0 SL ~ i~~on - ~ c - m DESIGN GRADE. ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE ,~;4" ~ r. ~o~~~ ~ ~ ~ 6' 0'- W/ 2:1 SIDE SLOPES s'-o' duration of project. ~ ~ ~ -
~v 1 l~ ~ ill i` ~~1•JU ~ /Q~ J~U } L i"~ ' ' ~ I , I REPLACED IMMEDIATELY. ~ ~ ~ 9. Seed site. _
r `0 _ N PERMANENTLY f ~ - - ° AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEE -~-tea 1~ 1~."~~ ~ ~~'i; . - 10. After all areas have been stabilized, remove all II^^ o SLOPE V ~ Z
o ~~/l ~ STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH ~ ,,rf- ~-y ~J ~ tour 11tt= ~.IIIr== Liu=: - _ ROSION CONTROL PROCEDURE temporary erosion control devices. - - ~ Ir= E Z W O !1; Illf ~I II _~II_ _
PROPERLY. _ T~ lhl „ 1 IllC 1 ~ THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILZE TOP OF BANK TOP OF BANK ~ IC(~ '~IIT L ~I~:~ :~-illy ~ r ,TI[[ - - if((--`;~ 1a - ~ The controctor shop conform to all W il~ IQ[t _ I
Q Y SEDIMENT BASINS - I~- ! ~ ~r irements of the soil sedimentotion and LL ~ {n _Ji.::_ - requ
TEMP 0 R A R STREAM CHANNEL , ' n control laws and re ulations of the I N O ~ Z eroslo 9 GENERAL MAINTENANCE PROMS 0 S FICATIONS Stote of North Carolina as established and Q ~ O
25' MIN. 25 MIN CONSTRUCTION SPECIFICATIONS N 1, INSTALL THE DIVERSION AS SOOP :RSION AS SOON AS THE RIGHT OF WAY HAS BEEN I' Section of the Ins ect tem oror erosion control devices ofter each period -
DRAINAGE a BASIN SIZE WEIR PLAN l/IEW CLEARED AND GRADED. enforced by the Land Qua Ity P P Y t.~ ~ ADED. m nt of Environment
w 2. DISK THE BASE FOR THE CONSTI BASIN AREA - RIDGE BEFORE PLACING FILL. North Carolina Depart a of significant rainfoll. Check devices for rills, erosion, or - -OR THE CONSTRUCTED W O E TO COMPACT IT TO THE DESIGN CROSS SECTION. and Natural Resources. These requirements piping. All areas should be stabilized within 15 working days V ~j,~
CONSTRUCTION SEQUENCE 3. TRACK THE RIDGE TO COMPACT ° N0. fAcre SIZE I L x W x D 4. LOCATE THE OUTLET ON AN UN[ ' TON AN UNDISTURBED AREA. ADJUST FIELD h include but not be limited to the areas shall not exceed LE s a after construction in that area. Denuded W
SPACING OF THE DIVERSION TO l DIVERSION TO USE THE MOST STABLE OUTLET following: 1000 linear feet without seeding and stabilization. All areas Z W
1 0.28 19 X 9' X 3' 4 1. CLEAR SITE AREAS. WHEN NATURAL AREAS ATURAL AREAS ARE NOT DEEMED SATISFACTORY, doma ed prior to establishing permanent stabilization shall be - ~ PROTECTION. 9
a 4' 2 PLACE REQUIRED STABILIZATION STONE DOf19VSTREAM OF CONSTRUCTION TO PROVIDE A TEMPORARY PROVIDE OUTLET PROTECTION. ~ 2 0.52 26 X12 X3 r DITCH CROSSING WHILE STILL PASSING FLOW. THIS STONE SHALL BE USED FOR STABILIZATION AFTER g. IMMEDIATELY SEED AND MULCH :D AND MULCH THE PORTIONS OF THE DIVERSIONS 1. All denuded areas are t0 be seeded and imm iotel re-estoblished.
~ 3 0.24 21' X 7' X 3' 4 C~VSTRUCTION, YET ADDITIONAL STONE MAY BE REQUIRED TO PROVIDE FOR THE DITCH CROSSING NOT SUBJECT TO CONSTRUCTION I I WITH GRAVEL ' i within 15 da of com letion of ed y CONSTRUCTION TRAFFIC. STAB L ZE stabil zed y5 P OSSED BY VEHICLES. an hose of radin Should conditions Additionally, the following items shall be performed in
i STRUCTION WITHIN THE DITCH BANK SHOULD BE DONE /N A TIMELY MANNER WHEN NO EXCESSIVE AREAS TO BE CROSSED BY VEHII 4 0.32 24'X8 X3 4 3, CON Y p g g occordance with the specific construction details on this ~J,J exist unfavorable for seeding or other sheet:
3 FLOW /S PREDICTED. THE DITCH BANK SHALL NOI BE UNPROTECTED FOR MORE THAN A 48 HOUR 111UNTENANCE i 5 0.59 30' X 12' X 3' 4 PERIOD, AND FLOW SHALL BE CONTROLLED BY A TEMPORARY STONE DEVICE AT THE DOWNSTREAM h nd tack
a ~ ~ ~ ~ TALL TIMES DURING CONSTRUCTION MTHIN THE DITCH BANK. PERIODICALLY INSPECT RIGHT 0 N FOR WEAR AND AFTER intended ground cover, mulc a ~ ;T RIGHT OF WAY DIVERSIO S ALL FOR EROSION DAMAGE, IMMEDIATELY REMOVE application as specified below will be 1. Sediment basins and inlet protection devices shall be
6 0,15 15 X 6 X 3 4 END A IT H BANK THE DOWNSTREAM STONE DEVICE EVERY HEAVY RAINFALL FOR EROSIO 4, AFTER CONSTRUCAON AND BACKFILLING WITHIN THE D C FLOW AREA AND REPAIR DIKE, CHECK OUTLET AREAS required. cleaned when sediment has accumulated to one-half of the
i X 4' P RMANENT SlAB/L/ZAT/ON STONE. !F THE DITCH STILL SEDIMENT FROM THE FLOW AREA AN 7 0,17 17 X 6 3 SHALL BE USED TO PROVIDE THE REQUIRED E AL RIP-RAP MUST BE PROVIDED AND MAKE TIMELY REPAIRS AS NEEI .a 4' X 3' 4 REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITION DRAINAGE IS ESTABLISHED AND THE EPAIRS AS NEEDED. WHEN PERMANENT ROAD design depth of the device. The sediment shall be placed
a g 0,07 11 X - ITE TO PREVENT DISTURBING THE STABLlZED AREAS s ~ ~ ON S OF WAY DIVERSIONS IS PERMANENTL (SHED AND THE AREA ABOVE THE TEMPORARY RIGHT i n control im rovements shall be in the disposal area or appNed~<-to the land area. Any N NTLY STABILIZED REMOVE THE DIKE AND 2, All erns o P IS PERMA E ~ maintained re aired and kept working until grovel facings contaminated by the sediment shop be replaced
- g 0.32 22 X 9 X 3 4 5, AFTER CONSTRUCTION /S COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND FILL THE CHANNEL TO BLEND WITH '0 BLEND WITH THE NATURAL GROUND, AND p r v I SHEET N0.
? ,nr~r^ ~rnrurer rue n~mu annw eudll aA" nrvIAIAIrR1TF~ RY .STONE USED FOR STABILIZATION. AGPRnPRIATFI Y STABILIZE THE DIS BILIZE THE DISTURBED AREA, acceptance of project. with clean g o e .
10 4 0.09 12 X X U 2. Rip-rop, silt fence, and earth berm diversions sna oe
w o' 11 0.16 17' X 6' X 3' 4' inspected for erosion, displacement, breaks, overruns, and
TYPICAL EA CROSSING RY CUL 12 0.40 2 7 X 9 X 3 4 TEMPORARY CULVERT TYPE STREAM excess EARTHEN BERM sedimentation. These damages shall be repaired CAL excessive N.T.S. by returning the device to its design condition. 13
a N
13 0.39 26 X 9 X 3 4 6j. - 3. Seeded areas eroded prior to permanent stablization shall be regraded as necessary, reseeded and mulched until a
3' 4' N.T.S. a 14 0.22 19 X 7 X suitable surface is achieved. OF 13
Z 15 0.17 17' X 6' X 3' 4'
3 16 0.22 19' X 7' X 3' 4' a
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UPPER KINDERGARDEN OU SEWER SYSTEM IM DMP PROJECT E-377 JTFALL REPLACEMENT
MPROVEMENTS
.-3774
CHP BID No. i. i
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DAVIS-MARTIN-POWELL & ASSOCIATES, INC
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N0. OWNER PHONE N0. 31 Jack R, b Iris D. Horner j j ~ I I
1 Donald P. Dou lass 32 Dou las Ha den 8 Ann Rose Marie R. West ~ /~~1111111I1, ~
2 Lillie M. Eldrid a 33 August Enterprises, LLC 3 Lois S. Howell Revocable Trust 34 Au ust Enterprises, LLC ~ ~
4 C. Glenn Kenred 35 Au ust Erterprises, LLC 1. _ ; OV V ~ 2
5 Ed edale Partners, LLC 38 Au rat Erterprises, LLC r O l i : Q ti 2
6 Robert A. Swaim 37 Vecellio Jr. & Drema A. Flo d ~ ~U N Jw ~ - 11 ~ ~ ~
7 Hal A. Swaim 38 Danneal B. Whitton J ~ l _ % ~
8 Robert A. Swaim 39 Doroth M. 8 Charles W. Farlow ~ ~ 0. I
9 Hal A. Swaim 40 Starch w. Wilson, Jr. Et. AI. BEFORE YOl 10 Lucy P. Finch 41 William C. Thornton & Linda Chenault CALL 1-800-I BEFORE YOU DIG ! ~ ~o`
11 Carol Doa lass Lowe 42 Jefire D. >f< Donna M. Schill N.C. ONE-CAL ;ALL 1-8 - - 00 632 4949
12 Donald P. 8 Anne B. Douglass 43 Fabio L. A Shelle L. Delmestri , LC. ONE-CALL CENTER ~ ~~~w, ~ I _ _ ~ ,
13 Robert H. 8 Elisabeth T. Dutnell 44 Rrdel b Gre or Ninnant ITS THE I ITS THE LAW ! - , I"' _ ~ , ' Z ~ ~ I C7
14 Jack R. 8 Iris D. Horner 45 Micabel E. Howell z ~ U
15 Phillip R. d~ Geraldine H. Dixon 4i Ricbard C., Jr. 11< Catherine S. Sealey r ~ ~ t,~ Z Z ~ \ ~ - = O O ~ G ~ Z C~
16 Samuel Wilson 8 Carole K. Womble 47 Robert D. III b Caroline H. Davis U ti Z
17 Marie A. Casella 48 William C. & Gloria T. Morris 18 Roger S. 8 Saily N. Tuttor 49 Jrlio Giles a Yolanda Sal ado ~ ~ 5 fY Z - ~
19 Marvin Thomas, Jr. 8 Veronica Ja a Wile SO Jrlins A. i Barbara T. Crowell `~i~ 2 w - t!3 W Q ~ W W
20 Michael R. 8 Eleanor T. Wilhelm 51 Jsnrs: i Lowanra Waclawok w ~J.J J ~ ~ i~ ~ Z lL
21 Michael D. 8 Susan R. Samuel 52 William E., Jr. i Helen M. Simmons ~ - - ~
22 Michael D. & Susan R. Samuel 53 Isbaq Aslam Q 0 ~
23 Jim G. 8 Bett H. Ro al 54 James Thomas ~ Emma White - - Z Z ~ Q ~ -
24 Mark A. Thacker 55 Ricbard A., Jr. Jl, Susan B. Kelle ~ o z U W Q P oo - ~ ~
25 Steven J. 8 Stephanie W. Pavik 56 Cbristo her C. ~ Wanda Fa a Cox 28 Michael J., III 8 Leida Gaye Herschel 57 Frances Atkins Bell ~ co J o ~o o
27 William C. & Donna K. Blackmon 58 Milton S. Heffler ~ ~ ~ ~ C~ , z - ~ cn 3
28 Kenneth A. & Kay R. Martin 59 Frederic W. ~ Hee Ja Hallatein
29 Madeline L. Fowler 80 John E. 8 Rath A. Deitel Q ' ~ U U ~
30 John G. ~ Janet S. Lampe Z \ a ~0 ~ F- \ ~ - O ~Z' °~N~~
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N7 N ~ w ~ ~ ° GENERAL CONSTRUCTION NOTES: w = z
2 U ~ ~ ~
N ~ ~ G ~ a
rn S z Q ~ ~ ~ ° ° W 1, ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM v W w
~ o - ~ AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO w w ~ z Y w w RIFY o ~ ~ a w a VE THE LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING ~ a w ~ = u °
z ~ CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL w ° ° ° ~
~ o cn ~ ~ BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER, }
o ~ z _ CONTRACTOR TO NOTIFY N,C. ONE-CALL CENTER AT 1-800-632-4949
0 rn PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER
~ 60 N ~ 0 IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND
5 rn ~ A OBSTACLE REQUIRING A DEVIATION FROM THE PLANS. z
0 5 ~ p 0
0 ~ ~ ~ 2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS I TUR I ~ D S BED DUR NG CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE ~
'y 43 54 t~` 5 ~ U REPLACED WITH 15~~ RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE w
~ 9 5 F. t~ ~ g ~ 2 DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE °
C 41 48 ~ 1,,~ ~ CONTRACTOR. ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE.
Z 47 REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING
CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF w
~ 46 0 ~ WATER AND/OR SEWER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS ~ a
R~ ~ 45 REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR. °
~ p 1 ~ 3 44 DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE
~ 9 ~ PROVIDED WITH PROPER INLET AND OUTLET PROTECTION, ALL COST OF W - N ~ DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL BE INCLUDED IN
28 4 6 7 THE COST PER LINEAR FOOT OF WATER AND/OR SEWER MAIN INSTALLATION,
~ 25 1 2 ~ 0 ~ 3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL
2 to W DRIVEWAYS AFTER CROSSING, TWO WAY TRAFFIC SHALL BE MAINTAINED
0 g ~ ~ ~ AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT Z Q
v Z RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED W Z
P ~ N 8 ~ ENCROACHMENT AGREEMENT, CONTRACTOR TO RESET ALL DISTURBED
14 IGN MAI S S, L BOXES, ETC, CONTRACTOR SHALL RESEED ANY DISTURBED W AREAS IN ACCORDANCE WITH SPECIFICATIONS.
1 17 ~ 3 Q U
16 ~ 4. PROPERTY IR N M N M ~ ~ 0 S, 0 U ENTS AND OTHER PERMANENT POINTS OF Q
10 ~ h 1 J~--W REFERENCE DISTURBED/DESTROYED BY THE CONTRACTOR SHALL BE
~ ~ ~ Z Z REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTORS
~ 8 EXPENSE, W W W Z
~ 12 ~ 11 ~ ~ ~ C~
S 9 5 5. CONTRACTOR SHALL AVOID DAMAGE TO THE EXISTING ASPHALT. W J ~
o ~ ASPHALT WHICH IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED ~ T Z J Z A NO ADDITIONAL COST TO THE OWNER. O
n - Q Q
5 o ~ 6. ALL STREAM R IN C OSS GS MUST BE STABILIZED PRIOR TO REMOVING COFFER ~ ~ ~
DAMS (STABILIZED IN THE DRY). ~ Q
~
o ~ 7. DE-WATERING OF STRUCTURES WITH SEDIMENT-LADEN WATER DIRECTLY TO C'")
TR S EAMS WILL NOT BE ALLOWED. - Z Z = W
~ 4 W ~ O 8. CONTRACTOR SHALL UTILIZE HEAVY CONSTRUCTION/EQUIPMENT MATS IN ~ Q -
K ~ k il G WETLAND AREAS. ~ I"-
~ V Z O ~ a
G r Q u, 9. MANHOLE SHALL BE ABANDONED ACCORDING TO THE DETAIL SHOWN ON SHT. ~ U
rn .J 3 12 OF PLANS. ~ I- ~ O LEGEND - ~
3 L W 10. ALL MANHOLES ON THE EXISTING OUTFACE SHALL BE EITHER ABANDONED OR EX. ROAD SIGN U W
L 03 REMOVED, AS INDICTATED ON THE PLANS. ~ ~
EX. POWER POLE Z W
Q 11. CONTRACTOR SHALL OBSERVE 15 FOOT STREAM BUFFER, PER NCDENR LAND ' EX, GUY - ~
3 0 A - Y QU CITY REQUIREMENTS. NO CONSTRUCTION ACTIVITY MAY TAKE PLACE WITHIN # EX, LIGHT POST
ry 15 FEET OF ALL STREAMS/CREEKS THROUGHOUT JOBSITE. Q
1 ~ il EX. POST (L ~ 12, PRIOR TO CROSSING ANY STREAM, A TEMPORARY CHANNEL CROSSING WITH A -X X. F ~ -
C_ E ENCE Z CULVERT PIPE MUST BE INSTALLED, (SEE DETAILS ON SHEETS 12 AND 13) 0-
0 L ` - EX, TREE ~ -
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