20031000 Ver 1_COMPLETE FILE_20030813

DWQ# 031000 Lake Stone Subdivision
Subject: DWQ# 031000 Lake Stone Subdivision
From: "Todd St. John" <[e-mail]>
Date: Tue, 21 Oct 2003 09:57:18 -0400
To: Kevin Martin <[e-mail]>
CC: "bob.zarzecki" <[e-mail]>, "steve.mitchell"
<[e-mail]>, "Debbie.Edwards" <[e-mail]>,
"Todd.St.John" <[e-mail]>
Kevin,
FYI - I briefly looked over the stormwater managment plans for the
subject project that required diffuse flow. There are several
stormwater discharge points that only show dissipators for which
diffuse flow through the nearest buffer would likely not be
achieved. As such, it is anticipated that if this project were
constructed as proposed, the condition and requirement of diffuse
flow throught the buffers would not be achieved. It is recommended
that the plans be ammended to show that all stormwater discharges
will flow in a diffuse manner through a protected buffers or if that
is not possible in every instance that nitrogen removing devices be
provided and that further approval be requested from this Office to
use them.
thansk,
Todd St. John
1 of 1 10/21/03 10:02 AM
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
MEMORANDUM
TO: Todd St. John, DWQ Wetlands Group
FROM: Kevin C. Martin
RE: S&EC Job 6941.W0
Lakestone Subdivision, Fuquay-Varina, NC
DWQ Project No. 03-1000 - Wake County
?ETLANDS/401 GROUP
OC T 10 2003
WATER QUALITY SECTION
Enclosed are stormwater plans for the above named project as per
Condition 2 of the attached 401 Water Quality Certification dated
9/12/03.
If you have questions regarding the plans please contact Robbie
Bell at Bass, Nixon & Kennedy 851-4422. Otherwise please provide
written concurrence that these plans are acceptable.
Thank you for your assistance.
KCM/kdu
Enclosures
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
OF WATE9.
`off OG C
r
4 `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
i i S E P 1 ZOO3 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
C&S Commercial Properties
238 N. McPherson Church Road
Fayetteville, NC 28305
September 12, 2003
DWQ Project No. 03-1000
Wake County
Page 1 of 2
Subject Property: Lakestone Subdivision, Hwy401 (Main Street), Fuquay-Varina, NC
UT to Black Creek [03-04-04, 27-45-(1), B NSW (nutrient sensitive))
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.04 acres of wetlands, 79 feet of streams d 10,441 square feet (fe) of protected riparian buffers for
the purpose of constructing a sewer system at the subject property, as described within your application dated August
12, 2003. After reviewing your application, we have decided that the impacts,are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use
Nationwide Permit(s) 12 when issued by the" US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to-the protected riparian buffers per 15A NCAC 2B .0233. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits. before you go ahead with
your project including (but not limited to) Erosion and Sediment Control and Non-discharge regulations.. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must "
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
2. Diffuse Flow (Review)
An additional condition is that stormwater shall be directed to flow in a diffuse manner at non-erosive velocities
through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan
for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan
shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers as described above will be achieved.
3. Sewer Systems
North Carolina Division of Water Quality, WETLANDS 1401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleiqh. NC 27699-1650 (Mailina Addrass)
Page 2 of 2
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer. system
regulations.
4. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 14,277 square feet as required under this Authorization
Certificate and 15A NCAC 213.0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation
requirement. This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In
accordance with 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements
under. 15A NCAC 2B.0233(9)(C). Until the WRP receives and clears your check (made payable to: DENR -
Wetlands Restoration Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron
Ferrell should be contacted at [phone] if you have any questions concerning payment into the WRP. You
have one month from the date of this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the Riparian Buffer Restoration Fund to compensate for
14.277 ft2 of required riparian buffer mitigation for impacts to 4,759 ft2 of protected riparian buffers; 03-04-04
river and subbasin and 27-45-(1) stream index number."
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition; which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: Kevin Martin, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-1000
Date: September 12, 2003
bz
?O U?IATER4 Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
-i Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 12, 2003
DWQ Project No. 03-1000
Wake County
Page 1 of 2
C&S Commercial Properties
238 N. McPherson Church Road
Fayetteville, NC 28305
Subject Property: Lakestone Subdivision, Hwy401 (Main Street), Fuquay-Varina, NC
UT to Black Creek [03-04-04, 27-45-(1), B NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.04 acres of wetlands, 79 feet of streams and 10,441, square feet (ft) of protected riparian buffers for
the purpose of constructing a sewer system at the subject property, as described within your application dated August
12, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water
Quality (DWQ) General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use
Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits. before you go ahead with
your project including (but not limited to) Erosion and Sediment Control and Non-discharge regulations. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.'
2. Diffuse Flow (Review)
An additional condition is that stormwater shall be directed to flow in a diffuse manner at non-erosive velocities
through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan
for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan
shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers as described above will be achieved.
3. Sewer Systems
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
Page 2 of 2
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
4. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 14,277 square feet as required under this Authorization
Certificate and 15A NCAC 2B.0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation
requirement. This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In
accordance with 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements
under 15A NCAC 2B .0233(9)(C). Until the WRP receives and clears your check (made payable to: DENR -
Wetlands Restoration Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron
Ferrell should be contacted at [phone] if you have any questions concerning payment into the WRP. You
have one month from the date of this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the Riparian Buffer Restoration Fund to compensate for
14,277 ft 2 of required riparian buffer mitigation for impacts to 4,759 ft2 of protected riparian buffers; 03-04-04
river and subbasin and 27-45-(1) stream index number."
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days.of the date that you receive this letter. To ask for
a hearing, send a written petition; which conforms to Chapter 150B of th,e North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
J;,-Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: Kevin Martin, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-1000
Date: September 12, 2003
bz
0k WATF,g Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 2B .0233, C&S Construction Properties has permission as outlined below
and within the General Water Quality Certification (WQC) Number 3374 w/ additional conditions for the purpose(s) of
constructing the proposed sewer system at the proposed Lakestone S/D. All activities associated with these
authorized impacts must be conducted with the conditions listed in the attached certification transmittal letter. THIS
CERTIFICATION AND AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWQ Project No.: 03-1000
Date: September 12, 2003
LOCATION: Fuquay-Varina
COUNTY: Wake
BASIN/SUBBASIN: 03-04-04(river/subbasin); 27-45-(1) (stream index no.)
As required by 15A NCAC 2H .0506 and 2B .0233 and the conditions of WQC No. 3374 w/ additional conditions, you are
required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R .0503(b).]
0 acres of Class W L wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
0 feet of stream channel
14,277 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
213.0233. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
Date
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
(,919) 733-5208
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Soil_& Environmental_ Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone]: • Fax: [phone]
www.SandEC.com
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Andrea Wade
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Permit 12/Neuse Buffer Approval ,A,
Lakestone Subdivision WETLANDS/401 GRDUp
Fuquay-Varina, Wake County, North Carolina
S&EC Project #: 6941 AUG 2003
Dear Ms. Wade and Mr. Dorney: 'NATERQUALITYSECTION
On behalf of C&S Commercial Properties (applicant), we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit 12 to cover
impacts to stream & wetland features. We also request written concurrence from the
North Carolina Division of Water Quality (NC-DWQ) that the project complies with the
Neuse Basin Buffer Rules. A Pre-construction Notification Application (PCN) is
attached, as well as an agent authorization form.
The proposed project consists of the construction of a sewerline (gravity) and forcemain
in the same easement. The location of the proposed project is depicted on the attached
USGS map (Fig. 1) and Soil Survey map (Fig. 2).
S&EC conducted a delineation of the entire project site in 2002. Ms. Amanda Jones
approved this delineation on 1219/02 (AID 200220660). In a letter dated January 10,
2003, Ms. Deborah Edwards of NC-DWQ determined that all three ponds on site are
buffered (see soil survey map and attached plan).
The proposed Lakestone Parkway that dissects this project was previously permitted as a
separate project.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
compensatory mitigation to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre). The applicant requested a
delineation of wetlands on the project order to minimize impact to jurisdictional features
to the maximum extent practical. However, due to the proximity of the property line to
the dam of the ponds?buffer and jurisdictional water impacts are unavoidable.
Sincerely,
I r ?/?_ ? , 6,
KevinC. Martin"" President
Attachments:
Pre-construction (PCN) notification form
Agent Authorization form
USGS Site Vicinity Map (Fig. 1)
Wake County Soil Survey Map (Fig. 2)
DWQ Buffer Letter
Impact Maps (sheets 1 - 4)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: C&S Commercial Properties
Mailing Address: 238 N. McPherson Church Road
Fayetteville, NC 28305
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kmartinna,sandec.com
Pagel of 8
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: Lakestone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):,
4. Location
County: Wake Nearest Town: Fuquay Varina
Subdivision name (include phase/lot number): Lakestone
Directions to site (include road numbers, landmarks, etc.): The proposed Lakestone
Subdivision lies between Old Honeycutt Road (SR 2765) and US Highway 401 (Main
Street). The location of the proposed subdivision is depicted on the attached USGS and Soil
Surva maps (see figures 1 & 2).
5. Site coordinates, if available (UTM or Lat/Long): Impact #1: Z 17, E 7024oom, N 3940960 m;
Impact #2: Z 17, E 702210m, N 3940660m
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Black Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at 17ttp://h2o.enr.state.ne.us/adinin/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 proposed project site consists of both fallow agricultural
fields and forest and is currently undeveloped.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Construction of a residential subdivision. Conventional heavy equipment typical of road
construction will be used to construct the road.
11. Explain the purpose of the proposed work: The purpose of the proposed impacts are to
allow for the construction of a gravity sewer line and forcemain.
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.
S&EC conducted a delineation of the proposed Subdivison in 2002. Ms. Amanda Jones
gpproved this delineation on 12/9/02 (AID 200220660). In a letter dated January 10, 2003, Ms.
Deborah Edwards of NC-DWQ confirmed the buffers (see soil survey map and attached plan).
No permits have been requested for this project prior to this application.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist
of wetland impacts associated with sewerline construction. The impacts are depicted on the
attached plans (see impacts #1 and #2) and are enumerated below.
Page 3 of 8
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
#1 Excavation, 0
03 No OLF Headwater Forest
clearing grading . Wetland
#2 Excavation, 0.01 No OLF Headwater Forest
clearing grading Wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal. Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.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: over
Total area of wetland impact proposed: ®. fl ?'? C T? N^ o ra ?i
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 (please specify)
1 Excavation 40' UT Black Crk 3' Intermittent
grading
2 Excavation 39' UT Black Crk 4' Perennial
grading
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated riprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgp uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 79 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A
Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a delineation of wetlands of the project in order to minimize impact to
jurisdictional features to the maximum extent practical. In an effort to minimize impact, the
project engineer has aligned the proposed sewer to cross both wetland features perpendicularly
(see attached plan). S&EC believes that the applicant has aligned the sewer to minimize impact
to wetlands and avoid stream channels and riparian buffers to the maximum extent practicable.
Considering the proximity of the property line and pond dams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 5 of 8
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.litml.
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.
N/A - S&EC believes that the applicant has aligned the thoroughfare to minimize impact to
wetlands and avoid stream channels and riparian buffers to the maximum extent practicable.
However, due to unavoidable Zone 1 buffer impacts DWQ will have to require buffer
mitigation.
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): N/A
Amount of buffer mitigation requested (square feet): 14,277 ft2
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
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.
Page 6 of 8
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4759 3 14,277
2 5682 1.5 N/A
Total 10,441 14,277
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
Payment into the Riparian Buffer Restoration Fund
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)
Page 7 of 8
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.
Municipal
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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).
Please note that the pond dams are to be reconstructed and that the buffered stream at Impact 1is
actually the emergency spillway of the pond. The normal pipe outlet of the pond is blocked, and
once repaired the stream will exit from the center of the dam, therefore the buffer shown along
the pond emergency spillway will no longer exist since the stream will return to its normal
location (exiting the center of the dam).
ti
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220660 County:
Wake'
NOTIFICATION OF JURISDICTIONAL DETERMINATION EC '1 0
Property Authorized
Owner C&S Commercial Properties Agent Soil & Enviro ental Consultants, Inc.
Attn: Butch Dunlap Attn: Todd Preuninger
Address 238 N. McPherson Church Road Address 11010 Raven Ridge Road
Fayetteville, NC.28303 Raleigh, NC 27614
Telephone Number 910-864-1125 Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the south side of U.S. Ilwy 401, approximately 0.5 miles west of its intersection with NC Hwy
42/55, in Fuquay-Varina, Wake County, North Carolina.
Basis for Determination: The site contains wetlands, stream channels, and open waters with indicators
of ordinary high water marks, located adjacent to an unnamed tributary of Black Creek, in the Neuse River
Basin.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property. .
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a l,epartment of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted e"tirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Project Manager Signature ( I(A am,
Date December 9, 2002
ion Date December 9, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
State. of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Division of Water Quality
January 10, 2003
Todd Preuninger
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
7 el ?Er! _ +44 ;+
Subject: Neuse River Basin Buffer Rules
NBRRO 03-006
Fuquay-Varina Lowes
S&EC #02-6941
Fuquay-Varina, Wake County, NC
Dear Mr. Preuninger:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 03-006.
On August 27, 2002, I conducted a site visit of features A, B, C and ponds 1, 2 and 3
involved in the above referenced project as identified on the attached figures 1 and 2. It was
determined that the features shown on the Wake County Soil Survey and on the USGS Fuquay-
Varina, NC Quad map could potentially be subject to protection under the Neuse River Basin:
Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian
Areas, Administrative Code T15A: 02B.0233 (NCAC .0233). Features A and C are not subject.
Feature B is subject from flag 110 to flag U42. Ponds 1, 2 and 3 are all subject.
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
L_
ouoc.s'?
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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Project Scale:
02.6941 1"-2000 Figure 1 USGS Quad
Project Date: Fu quay loaves Soil & Environmental Consultants, PA
Mgr.: KCM 3121/02 quay 11010 Raven Ridge Rd.0 Raleigh,. NC 27614
McAdams & Associates [phone] 0 [phone]
Fuquay Varina, Wake Co., NC
Web Page: www.SandEC.com
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Project #: Scale:
02-6941 1"=1320' Figure 2 Soil Survey
Project Date: Soil & Environmental Consultants, PA
Mgr.: KCM 3121102 FuquaY Varina L owes 11010 Raven Ridge Rd.a Raleigh, NC 27614
McAdams & Associates [phone] 0 [phone]
Fuquay Varina, Wake Co., NC fli Web Page: www.SandEC.com
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 ,• Phonc: [phone] Fax: [phone]
www.SandEc.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ?. S moo, c?
.Address:$
Phone:
Project Name/Descripti.on: e?
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402 r
Attn: J e-
Field Office: e-t
Re: Wetlands Related. Consulting and Permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize Soil & Environmental Consultants, P.A, to
actin behalf as my agent in the processing of permit applications, to furnish upon request
sup l..rnental information in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
C,c?S Co /
Print Property Owner's Name
cc: Mr.. John Dorney
NCDENR - DW Q
2321 Crabtree Boulevard
Raleigh, NC 27604
Owner's Sign
cc: Mr. Kevin C. Martin
Soil & Environmental Consultants, PA
blank age'"k eu th .fonn.doc
Charlotte Office: gsboro Office: icl o Oftice,
236 LePhillip Court. Suite C 3817-E Lawndalc Drive 622 Coon Mountain Lane
Concord, NC. 28025 Orccnsboro. NC 27455 Taylorsville, NC 28681
Phonc: [phone] Phone: (33(.,)540-8234 Phone [phone]
Fax: [phone] Fax; [phone] Fax: [phone]
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MAP PREPARED BY.
G. ROBERT GRAHAM. P.E.
GEORGE FlNCH/BONEY AND ASSOCIATES. P.A.
309 N. BOYLAN AVE.
RALEIGH NC 27808
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LAKESTONE SANITARY SEWER
TOWN OF FUQUAY-VARINA
AUGUST 4, 2003
SCALE: 1" = 50'
PAGE 3/4
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WETLAND TOWN OF FUQUAY-VARINA
MAP PREPARED BY' AREA = 1464 S.F.
G. ROBERT GRAHAM, P.E. AUGUST 4, 2003
GEORGE FlNCH/BONEY AND ASSOCIATES. P.A. t4© L,F, C,H a
309 N. BOYLAN AVE. SCALE: 1" = 50'
RALEIGH NC 27608 PAGE 2?4
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"WETLANDS SURVEY OF TWIN LAKES WETLANDS FOR DCB
DEVELOPMENT CORPORATION". DATED 8-08-01 WITH LAST REVISION
DATE OF 10-28-02.
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MAP PREPARED BY, LAKESTONE SANITARY SEWER PROJECT
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309 NORTH BOYLAN AVENUE AUGUST 4, 2003
RALEIGH NC 27608 . I
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LAKESTONE PARKWAY
PREVIOUSLY PERMITTED
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MAP PREPARED BY:
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RALEIGH NC 27608
919-833-1212

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OVERALL DEVELOPMENT
LAKESTONE SUBDIVISION
TOWN OF FUQUAY-VARINA
AUGUST 12, 2003
SCALE: 1" = 300'
UNITED STATES POSTAL SERVICE First-Class Mail
Postage'& Fees`-Pain
LISPS
Permit.No. G10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?ti?i{F-tlt?i??tt11lf3fiii?ld{t?ttlf}i??itttlli}t?i?}???i!litlii.i

AER!! COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVER Y
¦ ComPI e items 1 2 and 3. Also complete A nature
item 4 i Restricted Delivery is desired. W exAcs'
X D Agent
r Print y tlr name and address on the reverse , O Addresse
so that a can return the card to you. eceived by (Printed N ) C ate of Deliver
¦ Attach his cans to the back of the mailpiece,
a W tt'k a
'
or
nt a front if space permits.
D. Is delivery address ftrent item 1? ? Yes
1. Article Alddressed to: If YES, enter delivery address below: 13 No
Tri-Land Developments, LLC
Post Office Box 11180

Goldsboro, NC 27532

DWQ# 03-1000 -Wayne 3. Service Type
l Certified Mail. ? Express Mail
J ? R istered OKetum ReceiPt for Mercharidisi
>. Article umber ---
R from, seEv co (abeQ_
TIl f
8 1 1, August ZUU1
e9
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) D Yes
7002 2410 0003 0275 2267
Domestic Return Receipt to2595 r
v~~~GE
IIOnI Sheet Index
I ~ WETLANDS1401GROUP OVERALL SITE PLAN
ABC AGGREGATE BASE COURSE D EXISTING CURB INLET
ALUM ALUMINUM ? EXISTING GRATE INLET/YARD INLET
OCT 1 0 2003 ~'2 SITE PLAN
B-B BACK TO BACK Q EXISTING FLARED END SECTION ' ~ C2.1 UTILITY PLAN
BLOW-OFF ASSYMBLY EXISTING FIRE HYDRANT BOA
C&G CURB AND GUTTER ~CJO EXISTING BLOW-OFF ASSEMBLY V WATER QUALITY SECTION C3.1 GRADING, DRAINAGE AND EROSION CONTROL PLAN
CFS CUBIC FEET PER SECOND pQ EXISTING GATE VALVE
C3.2 STORM DRAINSGE DRTA TABtE
GI CURB INLET D EXISTING REDUCER
CL CENTER LINE ~ EXISTING WATER METER
CO CLEAN OUT Q EXISTING MANHOLE 'iTAL CORPORATION ~•1 LAKE GLEN DRIVE PLAN AND PROFILE
GOM COMMUNICATION ® EXISTMG CLEAN OUT
C4.2 LAKE GLEN DRIVE AND FOREST SPRING DRIVE
CONC CONCRETE ~ EXISTING POWER POLE PLAN AND PROFILES
DCV DOUBLE CHECK VALVE C EXiSTMG GUY WIRE
DDCV DOUBLE DETECTOR C1.1ECK VALVE ? EXISTING TELEPHONE PEDESTAL NORTH CAROLINA Cq,3 STREET FOREST SPRING DRIVE AND SUMMIT BROOK LANE
" DI DRtTP INLET EXISTING AR€A LIGHT PLAN AND PROFILES
DIP DUCTILE IRON PiPf 0 EXISTING SIGN
C4.4 LAKESTONE VILLAGE LANE, LOWESTOFT DRIVE AND
EASE EASEMENT ~ NEW CURB MiLET AYLSHAM DRIVE PLAN AND PROFILES
ELEC ELECTRIC ~ NEW GRATE MILET/YARD INLET
EX EXISTING ~ NEW FLARED END SECTION
FES FLARED END SECTION NEW FIRE HYDRANT C4.5 PENINSULA GLEN COURT AND OLD POPLAR LANE
~ / PLAN ANO PRpFtLES
FH FIRE HYDRANT ~ NEW BLOW-OFF ASSEMBLY ~ / `
FM FORCE MAIN N NEW GATE VALVE C4.6 OUTFALI "A" PLAN ANO PROFILE
FT FEET ~ NEW REDUCER / / 1~~~
FT/SEC FEET PER SEC b NEW WATER METER / / ~V p,~,S~~~o~ ~ ~ ~ C4.7 OUTFACES "A", "B" AND "C' PLAN AND PROFILE
r as A`~~. / _ / ~ F GALV GALVANIZED I I NEW TEE / , qp1
/ ~5• \ Li•i LANDSCAPE PLAN
GV GATE VALVE l-1 NEW PLUG / / ~
HCR HANDICAP RAMP ~ NEW MANHOLE / r I M. II' ~ C5.1 CROSS SECT~pNS AND LANDSCAPE DE(AILS
L LENGTH ~ NEW CLEAN OUT / :
F LINEAR FEET NEW SIGN / / , "
L / ~ / C5.2 DETAILS
MH MANHOLE o IRON PIPE / • PROt'OSED COL ECTOR ROA QA~
/ Y T PAVE PAVEMENT BENCHMARK _ ~ 8 0 HERS C5.3 DETAILS
PP POWER POLE ~ / r `"'I~ w ' / /
BLOCK AND GRAVEL INLET PROTECTION PVC POLYVINYL CHLORIDE / C5.4 DETAILS
IUS ¦ R RAD / \ 11 C5.5 DETAILS
R/W RIGHT-OF-WAY SILT FENCE INLET PROTECTION
RED REDUCER , Jj~l -1 I ~ C5.6 LOT GRADING DETAtL
~ RPZ REDUCED PRESSURE ZONE EXCAVATED INLET PROTECTION
SS SANITARY SEWER '0 °'"~OF
STA STATION ? ~ -n , I 1 at q ~ 1
TDD TEMPORARY DIVERSION DITCH ~ SEDIMENT BASIN ~ , ; ~ 1 ~ ~ II ~ C~!/ELOPER:
~ y TELE TELEPHONE a , / ~ ~ ~ DEVELOPMENT CAPITAL CORPORATION
i ~ RISER BASIN ~ j I I TSB TEMPORARY SEDIMENT BAS N
J ~ III I P.O. BOX 1779
UG UNDERGROUND - ' ~ ~ ' APEX, N.C. 27502
ROCK DAM ~ ~ W/L WATER LINE - ~
WM WATER METER _ _ c _ - _ , , EXISTING GAS LINE ,rte,, , ~ ~ CONTACT:
YI YARD INLET - - coM - - EXISTING COMMUNICATIONS LINE ~ ~
~ ~ , ~ M I I LI--~ ~ _ I PHONE A. IANNONE
- -ur- I T U R R UN T P ~ EX S ING NDE G 0 D ELE HONE 1 ~ ~
uE- EXISTING UNDERGROUND ELECTRIC f I ~ 919-387-3929
E EXISTING OVERHEAD ELECTRIC ~ ~ FAX:
- - w - - - EXISTING WATER LINE ~ ' _,I.~. ~ ~J .919-367-2541
. ~ r' ~
- -Frn- - - EXISTING SANITARY SEWER FORCE MNN ; 4~~ ® ® / \ ~ IM~~ ~ 8 [lII~ Cl ~ E~viG1NEER:
- -ss- - - EXISTING SANITARY SEWER \ ® ~ r.. . M
EXISTING STORM DRAINAGE \ ' " rlrl W I _
r rr NEW STORM DRANAGE ~ r BASS, NIXON AND KENNEDY, INC.
63:0 CHAPEL HILL ROAD SUITE 250
- - STREAM I~ ~ r? ~ ~ RALEIGH, NC 27607
-w-w NEW WATER LINE e? ~
'4!J NEW SANITARY SEWER ~ ~ CONTACT:
~•""-1-I I ~ ~ -f1F- NEW SANITARY SEWER FORCE MAIN • ~ i K. R. BELL, JR., PE, CPESC
- G - G NEW GAS MAIN
PHONE:
-+--F-•-~- SILT FENCE 91~-85'1-a{~422
-~c-x~c- FENCE FAX:
DIVERSION DITCH
919-851-8968
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I ti SEE SWEET C5.4 FOR SEEDING SCHEDULE AND Q? ,
' 1 T P. Dl NT BASIN N0.1 5. TEMP. SEDIMENT BASIN N0.5 6. TEMP. SEDIMENT BASIN N0.6 7. TEMP. SEWMENT BASIN N0.7 8. TEMP. SEDIMENT BASIN N0.8 4 EM SE ME 6 SPECIAL CONSTRUCTION SEQUENCE FOR ~
(GRAVE! ~ R~RAP FILTER BASIN) (GRAVEL & RIPRAP FILTER BASIN) (GRAVEL & RIPRAP FILTER BASIN{ {GRAVEL & RIPRAP FILTER BASlNJ (GRAVEL & RIPRAP FILTER BASIN) R BASIN) INSTALLATION OF EROSION CONTROL MEASURES. ~4,,
DRARNAGE AREA 3,7 AC. DRAINAGE AREA = 2.1 AC, DRAINAGE AREA 4.8 AC, DRAINAGE AREA = 2.7 AC. DRAINAGE AREA = 2,4 AC. Y DENUDED AREA 3.7 AC, DENUDED AREA 2.1 AC. DENUDED AREA = 4.8 AC. DENUDED AREA = 2.7 AC. DENUDED AREA = 2.4 AC. IC. ~ ,C
~ Q2 fNFLOW = 7.5 CfS Q2 lNftOW = 4.2 CFS Q2 INFLOW = 9.7 CFS Q2 fNFLOW = 5.4 CFS Q2 INFLOW = 4.8 CFS NOTES: ~ ' ~ '
SURFACE AREA REQUIRED = 3,267 Sf SURFACE AREA REQUIRED 1,830 SF SURFACE AREA REQUIRED = 4,225 SF SURFACE AREA REQUIRED = 2,352 SF SURFACE AREA REQUIRED = 2,091 SF = 2,091 SF ~ r~-' s , = 2,178 SF 1. THE FOLLOWING SMALL BE USED FOR SLOPE STABILIZATION ~ /
z SURFACE AREA PROVIDED 3,280 SF SURFACE AREA PROVIDED 1,830 SF SURFACE AREA PROVIDED 4,232 SF SURFACE AREA PROVIDED = 2,450 SF SURFACE AREA PROVIDED = 2,178 SF VOLUME REQUIRED = 6,660 CF VOLUME REQUIRED = 3,780 CF VOLUME REQUIRED = 8,640 CF VOLUME REQUIRED = 4,860 CF VOLUME REQUIRED = 4,320 CF 4320 CF ' ~ , PER WAKE COUNTY REQUIREMENTS: ~ ,
N lDED = 9840 CF VOLUME PROVIDED = 5,490 CF VOLUME PROVIDED = 12,696 CF VOLUME PROVIDED = 7,350 CF VOLUME PROVIDED = 6,534 CF o VOLUME PROV , 6,534 CF -GRASS FOR 3:1 AND FLATTER SLOPES ~
i m BASBV SIZE = 40' x 82` x 4' DEEP BASIN SIZE = 30' x 89' x 4' DEEP BASIN SIZE = 46` x 92` x 4' DEEP BASNV SIZE = 35' x ?0'x4' DEEP BASIN SIZE = 33` x 66' x 4' DEEP c 4 DEEP ~ • , , -SHRUBS AND VINES FOR 3:1 TO 2:1 ~ , ,
o WEIR LENGTH = 10 FT. WEIR LENGTH = 8 FT. WEIR LENGTH = 12 FT. WEIR LENGTH 8 FT. WEIR LENGTH = 8 FT. -RIP-RAP FOR 2:1 TO 1.5:1 LIMITS OF ,
2 TEMP SEDIMENT BASIN NO 2 SPILLWAY = 376 5' SPILLWAY = 375.5' - RETAINING WALLS FOR SLOPES STEEPER THAN 1.5:1 DI5'iURBANCE ' t TYP } sf,~ ~
BOTTOM = 373.5 PREFORMED SCOUR BOTTOM = 372.5 ° (CUSTOM BASIN) ° j i. fir/ / +r' , 2, A 15 TEMPORARY MAMTENANCE EASEMENT SHALL BE PROVIDED
e DRAINAGE AREA = 5.8 AC. TEMP. SEDIMENT = ;I ± HOLE WITH LEVEL ' ~ BASIN N0. 8 SLOPE 3 SILT SPREADER fTYP.I TEMP. SEDIMENT AROUND ALL SEDIMENT BASINS. THE EASEMENT WILL NO LONGER ~ S%' ,
° DENUDED AREA = 5.8 AC. (SEE NOTE 11 FENCING BASIN N0. I i i o Q2 INFLOW = 11.7 CFS f TYP 9', / r ' BE REQUIRED AFTER BACKFiLL{NG THE SEDIMENT BASINS. r ,
SURFACE AREA REQUIRED = 5A97 Sf j / / ~ i / / i / / / ' ~ ,p ' Y ' ~ /
° URFACE AREA PROVIDED = 5100 SF / S , r ~E YatUME REQUIRED 10,440 CF / ; , 'r- 3. LEVEL SPREADERS ARE TO BE CONTAINED WITHIN A 20' DRAINAGE / • , ~ ~ 1 MAINTENANCE EASEMENT AND SHALL CONFORM TO TOPOGRAPHY ~ ~ ~ ~
VOLUME PROVIDED 15,300 CF _ ~ , 4~ ' , - ~ i / , u+ i / f TO MEET THE fNTENT OF DIFFUSE FLOW. ; ~ , y i , / ~ N
_ BASIN SIZE - 50 x 102 x 4 DEEP / , ~ JF r
WEIR LENGTH = 14 Ff. ,A__ / ' / i ~ r + ~ r~' 4. SEE SHEET C3.2 FOR LOT DRAINAGE SCHEDULE AND 25 x 50 x 6 GRAVEL , ~ 3 DETAILS. CONSTRUCTION ENTRANCE ~ /
3 . ~I f ~ ~ ~ jr'( / ' 0 3. TEMP. SEDIMENT BASIN N0.3 y r 5. TEMP. SEDIMENT BASINS LOCATED WITHIN COMMON GREEN 61 ~ F
- 65 w N (GRAVEL RIPRAP ftLTER BASIN) ~ '+'F ;r -r-- o v, w ~ \ R m P 4 r 'r t~ ~ ~ ~ ~ ~ REMOVED SHOUL BE AREAS ONCE D RESTORED TO NATURAL u~
DRAINAGE AREA 4.5 AC. , ~ i, r 1 B ~r ? 4 ~ ~ ~ GRADE AND STABLIZED. u„C is
x DENUDED AREA = 4.5 AC. / r, ~ . ~ m • • ~'Y / J, l , ~ ~ Q2 INFLOW = 9.1 CFS 4 r'r i ~ Jr r ' - OPEN 38 ~ ~
r SURFACE AREA REQUIRED = 3,964 SF v f r ~ r- .SPACE W 10 PRIVATE SAN. SEW.
SUI~AGE AREA PROVIDED = 4,050 SF ` r 1~ ; i , ~ , ~ ~ ' ` 4 EASEMENT (TYP) ' , ~ "Q
VOLUME REQUIRED = 8100 CF ~ + i ~ 6B r .C ~ ell ~ r/ ,
- VOLUME PROVIDED 12.150 CF ti ~ , ~ ~ ~ i / , f ~ ,fir r r r r BASIN SIZE - 45 x x 4 DEEP , , ~ ~ r r,~
° WEIR LENGTH = 12 FT. ~f ~y , ; + r ~ . r r r~ ~ - ~ LIMITS OF ~ ~ i .p
L ~ ~ r r ~ tr ~ 7.. ~ DISTURBANCE , i ~ W
4. TEMP. SEDIMENT BASIN N0.4 ~ ' ' ; .+i ~ r (GRAVEL & RIPRAP FILTER BASIN) ~ , , - r` ~ 10B 1 TYP) ~ ; 1, i 6QC ' uu as i , r / , ~ ii.
L t?RIdAd1GE AREA 2.2 AC. ~ i . _ rr i ~i ~ ~ ~ ~ ~ ~ ' S7G i i, ~ SANITAR 59G ` ~
QE~HJDED AREA - 2.2 AC. ' , / 3 Q2 INFLOW a 4.4 Ci6 ; f., . ~r ! ~ ~ 11 B T p ~ ~~R ~ ~ . , SE SE ~ 5$ E AR
SURFACE AREA REQUIRED = 1,917 SF ~ i ~ r ~ ~ ~ \ . \ n ~ , d ~ ~ ~ \ r, ~ DI SOW"' ~ ~i ~ \ ~ , ~ ~ t TYP } . ~ EC
~ SURFACE AREA PROVIDED = 1922 SF ~ ~ D I Vf I , . ~ ~ 4 , i ~
' l+'~ ~ ? D I T f TYP l ' VOLUME REQUIRED 3,960 CF , 1, y}, , 12 B Q 9 e ,
- VOLUME PROVIDED = 5,786 CF • , 'ft~ 6 ~ ' ~ 138 . ~ ~
BASNY SIZE 3T x 62' x 4` DEEP rJ f ,ti VARI E, ~ , ° WEIR LENGTH = 8 FT. y ; ~ > DRAiNAG-' ~ I ~f ~ 1 `
e ~ EASEMEN ~ ~i e
° ' r 388 v , ~ ~ 133A o I ET PROTECt1[lN J~~ ~
~ ,RACTOR TQ COORDINATE ~ ~ I~%+t , CTION WITH C TRACT ~ ~ A VICE (TYP NNE tNl , 15B ~Q ~ s1LT , ~ p
_ , , 4 u 40 . s a X. 1 1' ; ~ ~ FENCING LIMITS OF w u.
° C LTT NCE ~ ~ ATER ~ T, ~ 130A ' , tTYP} DISTURBANCE • tTYP}
if ; ' ~ l i 6B , F ~ T ~ ~
0 3g ~ - 128A ~ D 1 S I L K ~ m ~ -i ~ ~ q FENCI' 15' TEMP. MAINTENANCE
Y ,~i , I / 390 ; , ° s , TRA 5 , c . tTYP) EASEMENT( TYPICAL All
040; 57 ~ , ° ,j ~ 126A ' ~ . ~ ~ _ ~ 178 SEDIMENT BASINS SEE Q~~ NOTE 2 f
~ 8 3g , s , 125A ~ ' v' SPILLWAY a 35T.5
0 N ' ~ ~ ' t ~ 124A / ~ SRACE ' TEl~. sI:DII~aT ,
, L r , ~ ~ s . ~ r " . , 123A , ~ \ BASIN N0. 6 BOTTOM ®354.5 ~ ~ ~
, 102A , ° ,y~ , , ' ~ ~ SPILLWAY ®374.0' TEMP. SEDIMENT ~
N . ~ ~ _ 103A 9 122A 188 '~~s 1 ~ ~ ~ BOTTOM Q 371.0 BAS1W N0. 5 c~
5 ~ 104A ~ 9 ~ o ~i \ i y v 121 A ~ ~ , . • , t,~A ~ ~ CLASS B RIP-RAP ~ r ~ ~ X .
,j ,,',r / P 121 A ~ 1 1 5A , , ~ d~ Q N Ot55IPATOR F
~ , ' ~ i ! ~ o CC
E ,i / h i p 38 198 ~ ~ i' _ ~ ~ ~ AREA / ~ ~ , ` -t ~ T, ~ i ` ~
i E i ~i f 'i 2 108 A i , - oA 1 A ,'t 3 , ~ • 6 ~ i ~ N ~ ~ o T 081 SF
~ ~ ~ 1 - „ TRACT 109A . 1 --t ~ 9 g3 / , ~ 8 ~ ~ ~ 1~ L1MtTS i
..i ~ 33,748; sf 1 OA ; ~ ' , r ~ 118A VAR[ 3LE ~ ti - ~CE ~ i
, , , _ U " ~r VAR 6LE ~ , ~ ti ~ , i
~ DR NAGS 393 ~ 111 ; 4 4 EA ~1ENT ~ ~ ~1 ~ ? i i ~ Ci / ~ r ~ 5 ~ ~
_ ~4v , E EMENT 112 , ' ~ 114A A ~ ~ ~
\ 113A , , ~ , ~ 1, ~ ~ ~ 117A ' ' e - 1 ~ ~ ~ ~ ~
o i , ~ I ~ ~ ~
/ ~
L A I LET PR 'TION ' 382 ~ ~N'1 ~ ~ ' i i 'h ,2 43 ~ 0.
s A V+~ Y) I , ~ ~ ~ ~ 116A ~ ~ ~ m ~ ~ ~ s ~ ~ W
" i ~ '3`3 ~ \ 5 97A 115A s J ~ ~ __.:..-.---~c
' ' N A ° 6 388 'h c ~ -,ter` 370 ~ i
37 ' 4 ~ ~2 ~ Salt ~ 37 ~ F,.NCi
. , tTYP} 218 Za~~,, ~ ~ ~
° 65B BB 94A ` ~ / ~ ~r~ I c s 8 d V
' 7B 3a9 ' ~ 20 wFR ' ~ f'~S
~ INL~rT PROTECTI 9 A , 1 f Y~~- P ~ '~NI' t9 - z ,W ~ 1
N ~ ~ 68A , o ~ 3 6 ~ , - ~ 7 , 36 i i 24 ~ ~ R 36 Q c ~
N ~ 1 ~ 12 89 A ° OA eh ~ ~
- 11 7 ~ ` ' 89A ' ti RRO AR 23C 1NL T PROTECT ON M ~ ` 3~ 0 22B ~ a ' IF DED ~ , ~ OEY CE (TYP l ~ ~ pp ~
° F ' a ~ 2 88A G N ~ \ 5 ~
L V ~ ~ ? ~ ti
c 7 , 386 385 ~ 81A p , h i ~ ' M ~ '
° , - / . ' ~i ~ 29
A 21 ~ i 384 3 i i 8g ~ ~ 24 .N O ~ ~ SLOPE
r i ~ ~ ; v .o. ~ ~ VARIABLE , iSEE O
} ' ~ 76A 23 3s~ _ 53B ~ _ ' 38 IMAGE ~ T s ~ NOE1
546 77A ~ N , ~ i r + . ~ ~ i , EASEIENT F~.p ~
55B ~ 52B 78A ' - 3 ~ ~ ~ 25 - - ~`;~q ; , ~ tips i
, ` ~ i ~ ° LIMITS OF ~ N ~ D ots ANCE ~ 79A o , ` 348 30G ~ gp TEMP R ~ N •
~ r Z T1'P 1 ' 3e ' I D •y ~ GL SS B ~ SLOP D AIN i i R~ -RAP
80 0 80A , 0 ~ Q ~ i m 51 B 50B ~ 81 A , 37 ~ ~ Di SIPATOR
L , , m tip . t ~ ' , 33C 31 C ~ I ~ , 85A \ ~
L 56B ~ 48s 8aA o ~ 13~ 8 , r - , 32C ~ z $aA ~ ~
~ u~ 49B r ' a ~ Q +r ~ Q 1 ~ ,
° 2 TE ORA f R t ~ F r r C 358, ~ BO~T ~ 353.5' W Q
L ai OI~JERS[F3N r ~ o r~P~ D TeH (TYP1 ~ i--~ 18 ~
- 1 ~„SPI~CE -x , i i
° / y J, z • ~ i ~ Wr r 15 TEMP. MAINTENANCI~~ ~ ' ~ ~ ~
3 y_ as ~ ~ ~ r t fASE1EfiT (TYPICAL ALL r/ i i ~ r r $E9i~ENT BA IN SEE 466 _ ~ ~ ~ 1
~ i NOTE 21 r '
J~ ~ a r` ' ~ ' 458 3g E _a_ , ' WETLANDS f TYP. 1 • ~ .r_. ! ~ \ TEMPORARY ii~I ~ ~ , I C~
° ' `Y 19 1 , / N ~ DIVERSION rr~ ~ 6 Ct3MMfl , ~ ~ ~ D ~ Q F ~ D1TCii iTYPr w+
' ~ ~ WETLANDS tTYP.} ~ W
_ + ~ 428 . a ~ i LOPE 4:1 - ~ , " ~ . ~ ti ~ ~ ~ SPILLWAY 0 369.0 ~ ~ I
' ~ lSEE NOTE 11 , ' SPILLWAY L s~5.5' ~ i r.~ 1 48 ' ~ tt BOTTOM ! 366.0' ~ ~ 4 k - s..
BOTT @ 72.5' QM 3 ~ ~ r ~ / ~ , ~ ~ ~ ` , OPEN Q 3. - L BITS OF 20 STORM ~ PA TEMP. SEDIMENT SPILLWAY 4 356.5 ~ O
r INLET P OTECTION TEMP. SEDIMENT TEMP. SEDIMENT / ~ i 408 s cE W D TURBANCE DRAINAGE ~ AS N t~ B I ND 4
N PREFORMED SCOUR ~ ~ / ~ ~ DEVICE 1 TYP 1 39B m HOLE WITH LEVEL BASIN N0. 1 CUSTOM BASIN N0. 2 ~1, ; 39 B t T P l EASEMENT ~ y~ SLOPE = 3: t ± ?~M~ruU~t GIJ C .
x SPREADER ITYP.1 / / i ' TEMP. SEDIMENT d ' E 11
PREFORMED SCOUR ' ' F / / i ~ ' BASIN N0. 3 ~ . • ~ REVIEWE • / . ~ D FOR . ,
HOLE W[TH LEVEL ~ , / ~ , SPREADER ITYP.I ~ i ~ i ~ f ~ u u r + s / - ~ class B COMPLIANCE f ~ • W F
/i iii/ i//, iii i ) ,
LIMITS OF DISTURBED - ? _ , ! - ? _ , ' _ DISSIPATOR P%Mhavebeen fell kw a Wilk Tarn • x 14023 W
AREA ADDED SPILLWAY a 368.5' D SS PA a G l/ TEMIPOtARY /code of oraMuw4a a WO Nd lps Mow a G Q _ DIVERSION RIP-RAP acYon "a ~@
~ BOTTOM Q 365.5 OPEN Y ADDED 15 TEMP MAINT. EASEMENT / / DITCH (TYP I LEVEL *M*0 w 80 , W
SPACE ~ AROUND ALL SEDIMENT TEMP BASIN ~ SPREADER (L = 240) 8" OWK"One W kw* In Torsi , e1pmvMh~. "M hrM N hen In (k"E SURE LEVEL SPREADER 4i 0"~ ^ by nNrwue. + iQ l
*•+'41415tH?e' DOES NOT ENCROACH INTO q
X SLOPE REVISED ON BACK / +n 4 OF LOTS 25C- 29C 2 NEUSE BUFFER) QA W
,•es! SCALE 4N FEET r` J
~f W w Q M 0 30 80 120 180 240
ALL / CONSTRUCTION P - R TOWN F FU AY ARINA STANDARDS AND SPECIFICATIONS.
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t traare= Elruw~raam • Area ; ; hi<y, fowl o ~ Tgtil &1st~n?! f pie flea a P*a Constr~c~Aa. Hrd £~b ` . A~ _ i~rO+Nm 4tow~t~wm iips'Ov~wrh flow~siream Y~ A~ j - -_.a...____,.~ _ yam lnlat A~ ~ ; 4rten/ily fbw7a Tamlm i t.e~pth .Pipe @m~.t P ~ = Conrlt~w Hpd. Grade Awwp~ tJpelra~n ~ Aire M _ _ s _ y
` F IfaM1 ~ieehea}' lVeteid s~Pet~~1 i 14..~t11 IIfi~11?~1'~~YiwtEl~lq:l~r~etEl1~; A~9d.~U ~tEL~11 1.a6~ l.~l iY~ 4~dr {sags) ,,1 l,ahel 3ta~ f? urea) I~etC ; iA4etCA 4~1 _ _ . . w_._, , {i ir~C 1r~CA { 4~tat{efsi Flawfaki ; {fow#i ` {inchesi , Slape{ lone h i#ti Yeloeih?{t~i~ t~rtEl{tbF tnw~eetiel , Rionfl. t ...,w--_ _ ~ ...w_ _ _ ~ a p... ~,~e_ N._M . , _ . _ _ _ . .
1.34 027 ~ _ i= 027 0.80 018 722 12 12 ! 38384 388,$7 y
J, _ _ _ _ _ _ 58350 i~4 ~y? 7.22. 12 ;2459 ; 15 i~eh . RCP ~ 0.11122 38384 336 3$350 38;120 p.4
A.09 722 0.6 OS 3M.75 39442 391.60 N p~ 43{ L 49 D 10 O.Sfi _ _ .,n _ _ _ w. _ . . . - - _ _ _ _ _ _ . _ _ _ . _ . ~u. _
w 712 O.i 41.55 15insh' RCP OA1~ 3M.75 324 7Nb0 389.00 P-1 ~ 0,48 i P-9 4a E2 ~ _ 5 • Y 0.48 O.fd) 039 1.19 2.1 3.3 388.78 388.37 38330 F86
+ 0.10 0.85 0.01 7.11 ! OS 12 ` 38929 394.42..; 389.D0 _ F2 P-49 425 437 E2 _ _n.. _ , _-.._..,i_ , 719 3.3 288:00 15nch : RCP 0.0152 ? 983.76 5A5 S833D 378.70 P~8 ~ _~...,.a,. _y__........~..~,~~,.~..__..~ _ ....._.__,~M..~...w,_.._..._,.w_.e.~._ ~ _._._,...._~..~,.m..~. _ g. e_....._.~. _ _.r_.. _
RCP OA277 ! 39929 4.98 388A0 386.00 P,2 ~ 025 P,2 I.2 4S 7.17 12 ;11022 ; 15 ~h ` .y... .__...__M_,.._._..._ _ _ ~ , . _ _t_ _ ..025 0.70 0.18 722 19 13 37950 388.48 379.x! ~ t'!
. '0 4~4 0.74 ~ 0.~ 0.67 712 4.9 ° 4A 388.73 3811.50 386.00 44 P3 431 437 722 1.3 21.36 ~ 15 inch ! RCP 00123 ~ 37950 2.18 3 79.00 378.70
, ~ ! 4! 2247 15inch 9 RCP OA184 396.73 6,47 388.0{! 385.70 P-3 i o P-8 _ ~ _ _ , s .~.F _ _ _ . 1 05!'1 - 055 0.80. 0.33 898 2~t 6.7 379.50 ~39s 379.70 187 ~ ~ ~ '
n _ _ ,
" E8 0.09 0:~ ~ OA7 7A9 i IS iJ i ~ 810.80 S9'I.S3 886.00 4$ _ _ Pao 898 8J 181 Al . 15 inch RCP ~ 00198 ~ 879.50 ~ 7.38 378.10 57550 ~ ~ P-#0 w~ to
i 4J i M90 ~ 30i~eh RCP 0:0202 710.50 _ ~ ~ 5.31 310A0 386A0 P-4 P-4 k7 46 489 0.81 _ , . Q. _ _ 0.81 086: 0241 722 15 15 ~ 914A5 38893 ~ _ 384.10
~ e.t 9 er99 ~ 9A9 7Ai ; 05 7A i 89129 393.14 13)316AO, (4)316.71, t1U1' x98450 ~ . . 722 15 11K 154erh ` RCP ! 80171 ~ 314A8 4.~ 384.10 383.90 p~
.3 P~ {`5 A6 7,06 7A ~ 11.0.26 15 inch ' R4;P Q,0227 39629 8.50 394.60 382A0 P-6 t 016 0.11 010 721 0.8 22 ~ 511» i Sa.95 Sa.9o o a ~..s._.,~..~ ~ _
+ 0.08 050 ` 0:08 ~ 7.02 0.5 7.4 ~ 392.90 707.10 302.00 N ~ 48 Pa 439 ? 441 a ~ _ , 711 ~ 22 ~ 213,70 =15 irwh = RCP ~ 0,0181 ~ 384.39 4.57 389.91 ~ ~ ~ oC
_ . p.a 48 4a , 7A2 1A 2457 ~ 18inch RCP ~ OAIp ! 59!:,91 7A7 712.00 311.10 P-7 0.32 _ 0.32 0.85 821 922 1.5 9:5 380.50 511,78
v _ . , _ _.W_._.._._,_~.__._..... ` N 0.07 ? 0.80 0.06 ~ 7:00 ~ OA s 7j . _ . _ ~ ~ _ w . m+16 ! 897.10 391.90 H 51001 ty4/ ~
L _ _ _ . _ . _ . ~ -r + . _ 732 15 1158 t5 inuh RCf 0:0!73 380.60 232 38000 87110 Pi
P-8 N 0~9 ' 7A0 7.9 1170Ji i 18~h i RCP 00145 4 Sa4i 7.55 791.60 379A4 p.g _ _ _ . h - _ _ . _ 7J i ~ ' Q AA6 4,86 02,9 704 2a 8] 38018 114.78 379A0 1441 ~ ~.___..t. .
0.8 052 ~ i 7Nl5 ! 382.OD 379.00 w`Pretom~ed8courHole t?`8 _ m. _ o ~ _ _ _ . . t..__.<, , _ . . _ _ P~8 411 413 } _ _ : 701 6J :139.13 ; 15inch .RCP 01218 380.10 721 379.80 174180 u~
and Cave! Spreader tB ~4.5ry . _ _ _ . _ , : _ ° _ - _ . _ . . . _ _ _ _ 412 0.17 4.~7 4.66 all 722 40 00 3n04 5~ ~ c
_ r---- , ~ . _ _ _ _ _ Phi 442 G43 _ _ _..n . 722 08 1324 ; 15inah t RCP i 00151 377+84 1.00 37700 ~ ~ u. 37580 f,~,~
N EO 0.35 930) 028 722 ~ 2.0 2A ~ ~ 377.86 312.18 317.7Ei 40 _ . r_.,.w.,~,.,_......~.-~...._,._..__..,_._~,.... n - _ _ _ - _ _ . _ _ 443 026 _,Y...__. _ . w r8
0 122: 3A , 7417 ; 15 inch.: Rif 0;0123 377:86 3.86 377.70 377A0 P,7 ~ Pa ~ ~ , ___W_u . , _ . 026 0.65 0.17 8.97 12 ' 7.6 ~ 371.94 382.13 . w_ _ ~ 37
,,._.m _w..__...._ ...nom. ~ - P.0 49 0 0.82 0.60 Q,55 7.19 4A OA 377,86 392.19 877A0 4a 0 _ _ _ 8.97 7.6 '59.31 15ineh RCP 00219 877.84 ~ 8.10 370.10 875,5@ ~ _
444 0.10 o.to 0ao 0.07 s9o 41.5 14J 578A8 38108 376.50 444
r P~8 HO 1-11 7.19 1A .101,71 18nch , RCP 0.0064 377.88 5.57 377A0 376.10 _ P$ + s _ M, _ Pal 444 415 : , 890. 14.7 , T725 ~ 24heh + RCP ' 00!94 378.48 ~ 191 37550 374.00 P-11
4x1 ` 0.32 0.B0 0.19 7.12 11 7A 377.01 893.36 371.10 4x1 a . .m~,_ _ .,.~._.m .....,.._...Y~..~_.. _ _ ~ _ _ . . _ - 446 O.1D ...:...010 0.70 0.07 887 ~ 05 15.1 576.12 819.62 ,
~ P-0 491 192 ~ 112_..:.._ 1.4 "..16.90; 18nch'P RCP OA106 377A1 OA0 316.10 .87620 P~ _ ~ , _ o _ . i. _ . _ , _ , , - 37127 _ - _ 894.10 37620 44 2 P-9 2 44b L46 _ _ - v.... 887. 15.1 24.50 24i~ah f RCP 00122 ~ 876.12 7.87
` 492 Oa{6 O.Btt x 028 1.01 2.1 ~ 93 _ _ . . _ - . _ 448 OAO _ _ , . , t~ _ ~ - _ ._.374.00 ..87=.70`_ _ P-A2 pp ~ OAO 0.86 D28 6.86 1.9 16.9 ~ 375.t0 378.82 373.70 648
_ . ~ P-4 N2 Oa3 7.07 8.3 i 100.10 18inch RCP 0.0101 - 31627 1.90 37620 373.60 P-4 _ . _ ~
6.88 92 374.67 376.50 333.60WPr~omredScaurHole 0.13 Pa6 416 418 _ _ 417 OAI 886 168 - 540a ; Y4~? RCP ~ 000» ~ g751o ~ 7.1a 37a7o 171.51 a ca ._.w_ ...,n_ _n_w ~....._4.
L ~ ~LevelSpreaderls X451 . . . 0.49 0:80 029 722 2.1 2.1 ; ' , ......~.._._A..___ ~ Y._ 578.$0 F47
P•43 b47 448 722 2a 53.71 45 iach ; RCP i 011192 370.92 S89 37650 n4J0 _ _ . _ _ P.t3 ~
~ 372.93 5712'1 812A0 IA4 t'+W 0.16 0.18 0.80 O.tO 683 OJ 195 ? 374A8 37957 . N ~ ~1373.3Q.~7i374.710. C1' 4173.30 i~48 a~
~ f•94 @.31 ~ 910: B38 738 1J 1J . , _ _ . _ _ _ _ , _ _ _ 1.7 ~ 161~h RIYP 04405 57297 336 37240 371.60 P-1 P-19 4A8 180 68.00 24 eeih ; 688: 19.5 `RCP 0.0175 ' S74d4t ~ 9~N 378.18 _ _ _
a P-9 144 4x41 _ _ _ i z ~ _ _ . E , v. _ - _ . f. _ P~5 ev 0.31 080 425 681 1.8 ' 21.1 ; ~ 37358 ~ 371.74 _
N5 0.86 0411: 0.51 ' 7.18 j 3J 5.3 37223 87638 371.50. 495 480.. 0.31 o _ . . ~ T ~ - _ - . _ . _ , v- 372.20 t~1
P-2 495 4.96 7.13 5.3 `2117 15inch- RCP 0,0163 87225 029 71'1.60 371.10 P,2 P-97 ,.110 O~S1 w. ..y.. _m_,.._.~M _ ..~a,n,~..,. c 681 21.1 137.84 ' 30 ~h ' RCP 011M7 ~ 373.53 799 33324 371.00 ..v..,...W._~.~ ...li. „~M, . ,y a 4~.,._.._,...,.~,_.-_w.. .y.~..,... a m m
4x6 023 0.80 0.18 7.11 1.3 6.6 372.07 37033 371.10 490 1'1.51 _ ~ 8.74 20.9 372.33 ! 375.00 m 0o w CMee B R P nd 431t ~ Q v _ _ . _ ~ ~ ~ n
P-4 N6 H8 7.11 8.6 ~ 16850! 18inch ! RCP OAIIO ~ 372.07 ~ 5+41 771.10 7W.90 PJ _ _ _ _ 1r a«pw ae@1~e~19e lr.lnte i1;ee.
0.62 f 0.60 0.37 722 2J ~ 2.7 375.19 878.52 874.70 497 N7 IW =75`. L ~151'i a ~ p
112 2J ;28.10 ' 15 inch ' RCP ~ OA107 871.1! 1.10 ~ 374.70 374.30 P~ . .
_
4 1-98 O.iS 0.>~ O.i2 7.00 A4 ! 10:1 ; 370.82 37952 )18)~49.841,(17)314.30,pUT~89.90 H9 ~ 1.11 _ w....... _ _ _ _ 1.11 0.60 0.67 722 50 50 ' ~ 388.10 ~ 370.E 38600 _ . . _ . _ _ , a _ .
P-5 498 44g 7A0 s 409 ! 1Z9A s 144 inch RCP 0.0150 ~ 910.82 7.79 368.80 3&8.00 P~ P~ 462 483 _ r ti . . 722 5.0 2458 ' 15 h RCP 00168 ' 3ti6J0 8A4 38600 3&5.80 P-5 W
~ OJ4 !d ; : 368A2 331:00 9i9,pOrfPwlormMlSootritula 1349 : ; 1348 ~ ~ , , _ _ . 028 0.t~ 0.17 721 12 82 S1e,t1 370.11 _t_. . _ . _ . ~ ..._..t- _ _ 103 ~ 4~
` ~ aadLewlSpreadw4! ~9 P~1 415 183A o ~ . _ . _ _ . ' 7 721 62 42.56:1. iACh ; R P p 'd w 5 C 001!1 388,41 7.30 366.10 966.40 P-4 ~
o ___._.~.-_-.~__..i._~.-._---. _ 496 4i7A 498 0.~ 0.19 720 1.2 7.4 So/s1 870.71 {~i~+19, 04A X181.94 i~4
~ 420 057 0.66: 037 722 2.7 2J ; ~ 898.00 801.72 382.50 420 P~ 1~55A O~G4 . _ .
....r~.......,~...q......-.~.. ~ a; 722 2J ~ 21i.N; 15inch RCP ' O.NN 897.M 430 792.10 57!.80 Pat 720 7~4 161di4 ; 15ineh RCP @:0400, 55117 8.12 951.00 35800 P ~ in _ . _ _ - p
D P-92 420 4?1 _ _ 713 73 56097 55900 388.80 w Cl~e~ B R4nipP ad p.ei a d Q ~c .
42'1 ! 027 ~ 0.76: A20 ' 722 14 ~ 15 ~ 71022 794.31 318.60 421 + , _ . ; ` 11' yep w 6w1e~i Fable Rae h•
~ Pa 421 422 722 15 ~ 11.!9 !Cinch''. RCP OA1A ± 89022 1.77 379.50 378.341 Pa . , . ~ .f . - _ _ _ d y._ _ . . . _ .._N_.-__ . ~_~w__....... _ - wir~4.~.1. ~5~ E~ ~
~1_~~/^~ 0.56 ~ 0.66 ~ 0.31 ~ 7.N 2.6 ~ 1:0 ~ ~ 39022 ! 79436 318.811 412 , L I'LL . , w . . ,..i- .........~-v
' 7A4 ? 0.0 ;107Ji tiiKh RCP OA171 ~ 38022 6.70 379.30 316.70 P~2 ~ P ~ 422 423 ' i . ~ .._„.._.._..a _ w~. _ . 465 0.34 „ ~ 0.34 0.90 0.81 712 22 511.411 39400 38620 1~
o y..._ _ 123 0.53 0.00 0.54 ~ O.R ? ti 9.t ~ 3n.ei SOt.71 376.70 425 _ . . _ ~ _ _~_.v~._. _ ~m . ..a_...~.ri,....N..._n , .._.a.,....._.R...y._...~..~a._,~.._-~--.~...-...._.~....~..~.~,. ~ . ~ ,...i _ _ . _ _ _ _ , _ . . P~ 416 4b1 , T-- - _ _ _ , _ _ _ . _ . .
P-8 1~ 1,54 6~ 4 ~ 9:9 f 89.39 i i8ir~h ~ RCP s 0,174 ? TTLIi ~ 7.10 ~ 376.70 37610 P-3 . 722 22 n09 ' 15 inch j RC/ j 01110 i 58101 ~ 414 3862p 3K90 ___r-_._
L 0.22 0~ 0.14 41.80 1 A 9.8 870.61 89051 375:60 424 1.24 008 00o x06 720 05 2a a1u1 an55 31604 ~
. . w_ . _ _ _ . P,2 4{18 488 + ~ ~ 724 2.7 2458 15 Bch RCP 00163 388.39 8.110 386,80 F 7850 P~
P-4 4~4 ~ ~ ' 1~0 ! 48.~h Ra O.m23 57851 ~ 7x1 i75,N nf.10 PJ o _ a.a..._: _ . _ ._e.. _,w: 487 021 011 0.80 0.13 722 0.9 0.9 T 385.99 8N51 !10.70
425 0.14 0.75 0.11 6.98. O.i 10.0 376.00 30038 776.70 426 - - . . _ - Pa F67 488 : 7T2 0.9 4L49 15 itch ' RCP 00186 38698 ! 4AB 386.70 S110o
P~ 425 4?~6 0,19 10+1 1 5091 119 inch ! RCP . DA6~ i 371.19 11.80.._._._ 375.80 873.30 P~ > _ L . 488 0.17 0.13 0:75 0.10 7.16 0.7 4.3 38606 31'1.53 50
+ 427 OA8 ~ 0.60 019 722 t1 ~ 2.1 ~ 371.57 375.83 311.10 427 . ~d1316 , (i7i815.00,131R 4!14.80 1.68
~ a ~ ~ p.6 L17 ~ ~ 722 ~ ~ t1 ! 11.18 15 inch RCP OA117 ~ 311.67 ~ 850 ~ 371.10 370.50 P~8 718 4.8 ~ 142.41'1 : 15 each ! R'CP ~ 411HI j x1606 711 384.50 ~ 81150 ~ .4
_ 031 r 426 0.12 0.80 0.10 0,91 0J 112 _ , ~ _ _ _ . ! . _ 374.12 318.34 373.30 126 431 4~ 0.14 711 10 5.2 ~ 811.19 31Q,i0
_ _ _ - _ ` 0,97 112 ; 10.10 ~ 18inch' RCP 0.0344 ! 37412 11A1 ; 373.30 371 A0 Pa1 Pi ~ ~ P-91 426" 428 711 51 :1820 t5 #CP Orly 581.19 150 3$8.50 875,19 Pi _w_~...
050 11,80 0.30 722 22 22 ~ 38250 . _ _ a ~ i ,....3. 577.60 141_ r~r, ~ ~ ~ ~
428 0.18 0.66 0.12 O.it N ! 14A ! ` _ . 371 At 376.19 126)371 A0,127137050, 0171' X670.541 4~ _ ~ : _ _ _ _ . _ P-T 482 _ 401 122. 22 - q5Z 15 inch : RCP ~ 01114 377.98 4!1 377.50 57850
p.7 F29 F29 O.M ~ 441 { 7w.7f ; 24ineh RCP 9A111 571M 8.66 310.50 370.10 _ _ P-7 ' 480 OA3 ~ , OA3 0.60 028 7A8 19 7.1 ; ! 380.38 ~
m 129 0.33 41:50 ~ 9.17 1:08 13 151 371.1-6 376.t9 370,10 _ 4+Z9 _ . , _ , L , _ _.._.~...__r.._,.._.._ _ - _ _ 410 P~i 46Z 37$,50 J
~ P~1 4Z9 420 . 0,98 151 41.72 , 24~h x. ACP_ . !14141 371,1b 951 370.10 3NA0 P~8 _....,_.~.y........_...._..:~.,._,_.,..~._..._.p_ 7.08 7.1 >4~ , 15 inch ° RC? i 001112 3#141.39 754 379.10 378.10 'Q a,_.,_.~._.._.p.~._ ~ , ~ ~ ~
~ 412 0.15 i 4341 _ 0.12 ;.,.:0.50. 0.36 ; :...6.81 r . 2.6 17 5 _ . _ i 37053 374.90 369.40 430 0.15 0.75 0.11 7.07 Oi 100 i 378.97 51411 (10{570.10,(81 }$78,50, 0tH ~T808 . _ R._ _.3. ,.n..,. - , wa ,
' 8.81 ' 91.5 '25.04 24 inch RCP OA110 31053 9.61 3MA0 310.00 P~0 P? ~ ~ r P-9 430 431 707 10A ,94.81 18 bah ~ RCP 01158 ~ 37897 812 x7811 57450
1~3 ~ 0.51 ~ i _ P-0 051 ~ 050 0.31 722. 22 21 381 A4 911!8 311.00 ~
~ 4x11 ` OA8 j 0.80 OA6 0.90 ~ OS 11.8 _ _ . . _ _ . _ . . 37AA2 874.90 3.00 4x1 _ _ 1.63 0 F.. 732 21 2158 , T5inh RCP 0.01q 381 A4 1.70 381.10 8M50 P~8
~ 0.90 17.9 2192 ~ 24inch RCP OA27i 370.02 10~4i 3NA0 3M.50 Pao P~ ~ ~ Pao 431 432 _ _ _ , _i
` 0.17 0.80: 0.14 ~ 0.90 1 A 18.8 3MA1 ~ 775A3 388.60 1.32 484 0.14 i - ~32 _Y.4 _ . . . , 0.14 0.75 0.11 103 08 128 ~ ~ 37503 815.91 W . . .Ip1510./O, OiR ~74A0 E84 - ~ . _ .w%_..,~-,-...
~ 0,00. 18.8 ~ 101.00' 24 inch ~ RCP 00110 319.11 ~ 940 30850 30750 Pa 3 Pao 484 ! 466 o P-93 422 033 7.03 128 ` 15650 ~ i8 btch ~ RCP ~ 0.1721 37503 !ll 37410 571.10 ~ ,~,~r
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