20020464 Ver 1_COMPLETE FILE_20020624

MAR-30-2004 11:04 BNK INC WRKE FOREST
P. 01/02
BASS, NIXON & KENNEDY, INC_, CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
9191570-1360 FAX [phone] www.c([e-mail]
TRANSMITTAL
TO: DLNR. DWQ, 401/Wetlands Unit I RE: 401 WQC Extension
Request for Confirmation
ATTN: John D
PItUJECT: Sprints of
Durham,
FROM: Reuben Jon
11 4
/ DATE:
q r2.( l?o rq?
r i. PROJ NO: 01420000
02-0464 ) 6Z $ 2.
PAGE 1 OF 1
WE ARE SENDING YOU VIA:
Courier Pick uP.?
nvnrnivhl X Fax, 733-6893
NO. COPIES DESCRIPTION
1 US COE, 404 extension, dated 3/17/04
3 Im
US snail
Other

THESE ARE TRANSMITTED
For Review & Comment As Requested
X For Approval For Your Use
It is our understanding that the DWQ 401 approval remains in effect as long as the 404.
Could you send us some written indication that the 401 is extended to 11/9/05, based on the
letter from the COE and assuming no changes to the original plan are made? Signed: Reuben S. Jones III. YE

Please contact me at 645-2099 or reuben.ionesr)bnkil^ le tom with any questions or comments_
MAR-70-2004 TUE 10:46 TEL:[phone]e93 NAME:DWO-WETLANDS P. 1
MAR-30-2004 11:04 BNK INC WAKE FOREST
P. 02/02
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID• 200220746 County: Durham
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner , S?rins of Life Bible Church
Authorized
Agent Bass Nixon & Kennedy. Inc.
Attn: Ruben S. Jones
Address 10405 East Ligon Mill Road
Wake Forest NC 27587
Telephone Number - 919-570-1360
Address 6613 Liyscomb Drive
Durham NC 27712
Telephone Number 919-479-6695
Size and Location of Property (waterbodv, Highway ?namc/number, town, etc.): The property is
located on the west side of Guess Road approximately 0.5 mile north of Urnstead Road in Durham,
Durhwn County, North Carolina. The site is adjacent to an unearned tributary of the Crooked Creek in
the Neuse River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts, and the placement of backfill and riprap associated with the construction of a road crossing for
the Springs of Life Bible Church. Impacts to waters authorized by this permit total 120 linear feet of
stream channel. The reauthorization/extension replaces the verification dated May 9, 2004.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
14 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd TtW ell at telephone number (919) 876 - $441 extension 26
Regulatory Project Manager Signature
Authorization Date March 17, 2004 _ Expiration Date November 9, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHFII
TO THE YELLOW (FILE) COPY OF TAUS FORM, IF REQUIRED OR AVAILABLE.
CF:
TnTAI P Gtr
MOP-?G1-PRn4 THE 10:46 TEL:[phone] NAME:DWQ-WETLANDS P. 2
?O? vv ?-, t't p Michael F. Easley, Governor
William G. Ross Jr., Secretary
\? G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
Division of Water Quality
o ?
Springs of Life Baptist Church
C/o Marty Bizzell
6613 Lipscomb Drive
Durham, NC, 27712
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Conditions
Dear Mr. Bizzell:
June 24, 2002
DWQ# 02-0464
Durham County
You have our approval, in accordance with the attached conditions, to place fill in 102 linear feet of intermittent streams and to
impact 9,152 square feet of protected Neuse Buffers in order to construct a road crossing and a new church at the Springs of Life Bible
Church site in Durham County, as described in your application received by the Division of Water Quality on March 26, 2002, and in
additional correspondence received April 29, 2002, except as modified below. After reviewing your application, we have determined that
this fill is covered by General Water Quality Certification Numbers 3375 and 3362, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetiands . This Certification allows you to use Nationwide Permit Numbers 14 and 39 when issued by the
U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 26 .0233). In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to) 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 only valid for the purpose and design that you 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, 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 proposed temporary diversion ditch shall be re-located to an area outside of the 50-foot protected Neuse Buffer;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
htt :/p /h2o.enr.state.nc.us/ncwetlands ;
3. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers. Additional written approval from DWQ is needed for this purpose. Impacts to the stream and buffer may not occur until this
written approval is received;
4. You are required to return the attached Certification of Completion form to notify DWO when all work included in the 401 Certification
has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please call Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central Office at 919-733-
9721.
Sincerely,
I<timek;'P.E.
L
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NG )C99-1617 [phone]
1Is
ME-NR
Customer Service
1 800 623-7748
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Todd St. John
Marty Bizzell, 10405-E Ligon Mill Road, Inc., Wake Forest, NC, 27587
020464
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Debbie Edwards
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Springs of Life Bible Church
Project Number 02 0464
Recvd From APP
Received Date 3/26/02 Recvd By Region
Project Type road crossing
County Durham
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
7_14-F-O YO N I 27-2-18 WSIV NSW 30,401. ? 102.00 F__ ?-
39 rw [5-Y O N F- F-F-F-- 30,401. F- F- ?- r-
CBR ? O Y O N ?-??? 30,401. F- r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? OQ Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
ADDITIONAL INFORMATION NEEDED:
-buffers are not depicted- therefore how do we know if sheet flow from stormwater pond to stream
can be acheived (we need total buffer impacts shown).
-What does "tree coverage area limit line" mean? if this line is the limit of clearing then buffer limits
will be exceeded and kick in mitjgation.
2ND REVIEW AFTER ADDITIONAL INFO- ISSUE/CONDITIONAL - NEED TO PULL THE
TEMPORARY DIVERSION DITCH OUT OF 50' BUFFER
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: 5- 0(.0 . 0 7 (r' (r- 1
To: 2 tRO Steve Mitchell Project Name So rs ?t f' X ?? ,
?FRO Ken Averitte DWO Project Number [?a n? (n y
?WaRO Deborah Sawyer County'?1dJ
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
EIARO Mike Parker
.- i---- ?MRO Pete t:olwell .? _ _ - - - - - - - - .-
From: Telephone (919) 733-
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Strew length impacted
? Stream?determination
?07MV,r* tland determination and,distance to blue-line surface waters on USGW topo maps
izatio6Javoidance issues
Rules (Neuse, Tar-Pamilco, 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 concerns
Comments ?y"? x !?y??e?l `C''?.,1 G.? /.? ?? ??^'' `?1 r? _
u BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
© El 7416 CHAPEL HILL ROAD, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
00405-A LIGON MILL ROAD, WAKE FOREST, NC 27587
©
TEL: [phone], FAX: [phone]
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Vi y iesL o o f=?4'i!E? ?t?t?4-c_t t
2'.521 GizABteE? Sc.? D .
TO
GENTLEMEN:
WE ARE SENDING YOU
? Shop drawings
@'Copy' of letter
? Attached ? Under separ ti
Cpl Prints ? Plan
Plans
? Change order ?
L(Ell"IREM ®[F UMARZOIDUUAL
OAT[
Z?v- n JOe NO.
ATT[NTION 1n, A/ T

N OF' LI E
8 t?

44 via ' ' the following W
? Specifications-\
9;Z4 Q
I corks I DATE I No. I DESCRIPTION / 1 1----h I
THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
For review and comment ?
? FOR BIDS DUE 20
REMARKS
COPY TO
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? PRINTS RETURNED AFTER LOAN TO US
SIGNED:
a/-
it enefesuret are net at noted. Mind$v notih ut at once.
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
919/570-1360 FAX [phone] www.BNKine.com
April 26, 2002
Mr. John Dorney
Water Quality Certification Program
Wetlands/401 Certification Unit
t
Division of Water Quality
1650 Mail Service Center
Raleigh, N.C. 27699-1650
Re: Springs of Life - DWQ# 02-0464
Dear Mr. Dorney:
This is in response to comments dated April 15, 2002 regarding an application submittal for
the proposed Springs of Life Bible Church to be located on Guess Road in Durham, N.C.
The following represents responses to the comments received.
1. Comment: Provide a map which clearly depicts the protected stream buffers.
Response: A revised plan is attached which more clearly depicts the protected Neuse
Riparian Buffers.
2. Comment: Provide a vicinity map so we can locate the site.
Response: A vicinity map is shown on the attached plan (Sheet B1.0).
3. Comment: Provide stormwater management plans to show that diffuse flow through
the buffer can be achieved and maintained or provide other mean of nutrient
management from the stormwater.
Response: The outlet structure from the proposed detention basin has been relocated
and a level spreader has been shown at the outlet in order to achieve diffuse flow
through the buffer. The attached plan has been revised to show the outlet relocation and
level spreader. A detail of the proposed level spreader is also shown.
4. Comment: Show that sediment and erosion control measures will be outside Zone 1 of
the buffer.
Response: All proposed sediment and erosion control measures have been shown
outside of Zone 1.
Mr. John Dorney
4/26/02
Page Two
I have attached seven copies of the revised plans for you use. Please contact me should
you have any questions or concerns at [phone].
Sincerely,
44?4w
Marty D. Bizzell, CPESC
Bass, Nixon and Kennedy, Inc.
Cc: U.S. Army Corps of Engineers
Project File
\o?QF W A T z-9PG
o <
Cl) r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 15, 2002
DWQ # 02-0464
Durham County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
t
Springs of Life Baptist Church t `
6613 Lipscomb Drive
Durham, NC 27712
Dear Sirs:
On March 26, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill streams for the purpose of constructing a road crossing in Durham County. Approval
from DWQ is required to disturb these streams. Please provide 7 copies of the following information and refer
to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require
you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for instance
1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Provide a map which clearly depicts the protected stream buffers,
2. Provide a vicinity map so we can locate the site,
3. Provide stormwater management plans to show that diffuse flow through the buffer can be
achieved and maintained or provide other means of nutrient management from the stormwater,
and
4. Show that sediment and erosion control measures will be outside Zone 1 of the buffer.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
Sincerely,
Lt?UL?&,
Dorney
ter Quality ertifi ation Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Marty Bizzell, Bass, Nixon and Kennedy
N MR
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetiands/
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
919/570-1360 FAX [phone] wwwJaNL<inc.com
TRANSMITTAL
MAR 2 6 2V
TO: Division of Water Quality FAX NO: WkTLA p
ia7E7 UAL $ECTIO
ATTN: 401 Wetlands Unit DATE: March 21,410'021
PROJECT: Springs of Life Bible Church PROJ NO:
FROM: Marty D. Bizzell
WE ARE SENDING YOU
Specifications Shop Drawings Equipment Cut-Sheets
Bulletin Drawings Copy of Letter Other
NO. COPIES DESCRIPTION
7 Pre-Construction Notification Application
7 Grading and Erosion Control Plan
7 Wetland Determination Data Forms
1 $200 Fee - Check No. 7656
THESE ARE TRANSMITTED
For Review & Comment As Requested
X For Approval For Your Use
Please contact me should there be questions or concerns.
Signed: Lzz

i
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing

1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
rr
MAR 2 6
i A" GROUE'
t y!,;-ITYSECT10tJ
2. Nationwide, Regional or General Permit Number(s) Requested:
NW 14 and NW 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Springs of Life Bible Church
Mailing Address:6613 Lipscomb Drive, Durham, North Carolina 27712
Telephone Number: 919-479-6695
E-mail Address: N/A
Fax Number: 919-479-6695
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Martv D. Bizzell
Company Affiliation: Bass, Nixon and Kennedy, Inc.
Mailing Address: 10405E Ligon Mill Road, Wake Forest, N.C. 27587
Telephone Number: 919-570-1360
E-mail Address: martv(a,bnkinc.com
Fax Number: 919-570-1362
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.
Name of project: Springs of Life Bible Church
2. T.I.P. Project Number or State Project Number (NCDOT Only)
3. Property Identification Number (Tax PIN)
4. Location
0815-04-91-2936
N/A
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh: Take I-40 to
Durham Freeway to Guess Road; site is located on left just past intersection of Guess Road
and Umstead Road.
5. Site coordinates, if available (UTM or Lat/Long):36°5' Latitude, 78°56' Longitude
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Site is currently undeveloped/wooded.
7. Property size (acres): 4.56 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Crooked Creek (Trib. To Eno River)
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Construct drive through Neuse Buffer in order
to provide access to proposed church building and parking.
11. List the type of equipment to be used to construct the project: Backhoe, Dozer
12. Describe the land use in the vicinity of this project: Predominant land use in the vicinity of
the property is low density residential.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland determination has been completed by Soil and Environmental Consultants, PA.
Based upon their determination, a small amount of wetlands we found on the site. .Once the
location of the wetlands were determined, the building, parking and driveway crossing were
located outside of the wetland area.
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
Page 7 of 12
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 brief written description of the proposed impacts: A drive crossing is necessary
to provide access to a proposed church. The crossing will consist of 72 LF of (2) 30" RCP's
and 30 LF of rip-rap velocity dissipater.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include. but are not limited to: mechanized clearing. grading. till,
excavation, flooding, ditching/drainage, etc. For dams. separately list impacts due to both structure and flooding.
** 100-Year floodplains arc 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 littp.//\vww.femagoov.
*** List a wetland type that best describes wetland to be impacted (e.g.. freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay. bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Culvert 72 UT 3'-4' Intermittent
1 Rip-Rap 30 UT 3'-4' Intermittent

* List each impact separately and identify temporary impacts. Impacts include. but arc 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 I'ound 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 arc 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.map?c uest.com. etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 102
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wat
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

t,ist cacn impact separateip, ano tuenmy temporary impacts. impacts inciuae. nut are not umttca to: nu. excavation. areagmg,
flooding. drainage. bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In order to access the site. it is necessarv to construct the stream crossing. Onlv one access is
proposed to access the site. Proposed width of drive is minimal.
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
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
htti)://h2o.enr.state.nc.us/ncwetlands/strmv,ide.html.
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
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hap:Hh2o_ennstate.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): N/A
Page 10 of 12
IX.
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres):_
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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 4,101 3
2 5,051 1.5
Total 9,152
/-one i extenos out su reet perpenuicurar from near nanh of cnannei: tone t extcnas an
additional 20 feet from the edge of Zone 1.
N/A
Page 1 1 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 (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious area = 0%; Proposed impervious area = 23.2%. A stormwater impoundment
is proposed which attenuates the 1-year storm.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
A low pressure septic system will be installed based upon 3 gallons per seat (300 seat facility).
A drain field of 3600 if of drains is proposed.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes [:] No
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicagent's Signature / Tate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: -Springs of Life/ Guess Rd./ SB,EC # 02-6917 Date: -March 15. 2002
Applk:anVOwner: B Nixon Kennedy County: Durham
Investigator: Todd Preuninger State: _ NC
Do Normal Circumstances exist on the site? Y. Yes _No Community ID: headwater forest
Is the site significantly disturbed (Atypical Situation)? _Yes _,& No Transect ID:
Is the area a potential Problem Area? -Yes X No Plot ID: wetland--flag W807
If needed, ex ain on reverse.
VEGETATION
Dominant Plant Species S raluln Indicator Dominant Plant Species Str I
di
atum n
catpr
1. Carpinus caroliniana Tree FAC 9.
2. Sambucus canedensis Tree FACW 10.
3. Ilex opace Shrub FAC- 11.
4. Saururus cernuus Herb OBL 12.
5. Juncus elfusus Herb FACW+ 13.
6. Smdax rofundifolis Vine FAC 14.
7. 15.
8, 1 B.
Percent of Dominant Species that are OBL, FACW,or FAC
excl in FAG : 8
Remarks:
Hydrophytic vegetation present.
HYDROLOGY
-Recorded Data: Wetland Hydrology indicators:
_Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs Inundated
_Other -
X Saturated in Upper 12 Inches

-L-No Recorded Date Available -Water Marks
-Drift Lines
-Sediment Deposits
XDrainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):

Depth of Surface Water: NA (in.) -Oxidized Root Channels in Upper 12 Inches
_Water-Stained Leaves
Depth to Free Water in Pit:
11 (in.) -Local Soil Survey Data
_FAC-Neutral Test
Depth to Saturated Soil: 0 (in.) Other (Explain in Remarks)
Remarks:
Wetland hydrology present.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Springs of Life/ Guess Road/ S&EC # 0z ew
SOILS
Map Unit Name
(Series and Phase):Herndon silt loam Drainage Class: well d
Field Observations rained
Taxonomy (Subgroup): TyVIC Hapludults Confirm Mapped Type? _ Yes _ No
Profile Description:
Depth Matrix Color
(inches) Horizon (Munsell Moist) Mottle Color Mottle
(Munsell Moist) Abundance/Contrast Texture, Concretions,
Structure
eta
0-3 Al 10YR 4/2 NA NA ,
Sand loam
3-12 A2 10YR 611 _ 10YR 6/8 Few/distinct -Clay loam
Hydric Soil Indicators:
_Histosol Concretions
_Histic Epipedon -
-High Organic Content in Surface Layer In Sandy Soils
_Sulfidic Odor -Organic Streaking in Sandy Soils
-lquic Moisture Regime -Listed on Local Hyddc Soils List
-Reducing Conditions -Listed on National Hydric Soils List
XGleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
Hydric Soil present.
Plot ID: Wetland flab W1307
me I L^Nus Vt I LKI IINATION
Hydrophytic Vegetation Present?
X Yes ,No
Is this sampling point within a wetland?
Wetland Hydrology Present?
Hydric Soils Present?
2-Yes -No
X Yes _No
-X -Yes _No
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Springs of Life/ Guess Rd./ S&EC # 02-6917 Date: -March 15. 2002
Applicant/Owner:_ Bass, Nixon and K ngdy County: Durham
Investigator: Todd Preunlncier State: NC
Do Normal Circumstances exist on the site? X Yes _No Community ID: mesic hard_o_od
Is the site significantly disturbed (Atypical Situation)? -Yes aNo Transect ID:
Is the area a potential Problem Area? -Yes X No Plot ID: upland-flag-M-07
If needed, explain on reverse.
VEGETATION
Dominant Plant SDeCies mum Indicator Dominant Plant 51)e *Q$ Strum Indicator
1. Acer rubrum
1 Tree FAC 9.
2. Carya glabra Tree FACU 10.
3. Quercus alba Tree FACU 11.
4. Liriodendron to ip/fera Tree FAC 12.
5. Pinus tasda Tree FAC 13.
6. Carpinus carofiniane Tree FAC 14.
7. Ilex opece Shrub FAC- 15.
8. Trpulana discolor Herb FACU 16.
Percent of Dominant Species that are OBL, FAC-W,or FAG
(excluding FAG : 5
Remarks:
Hydrophytiic vegetation present.
HYDROLOGY
-Recorded Data: Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
-Other -
-Saturated in Upper 12 Inches
Water Marks

X No Recorded Data Available -
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) -Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit. _ >13 (in.) _FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: _ >13 (in.)
Remarks:
Wetland hydrology absent.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
ProjeWSite: _ Springs of Life/ Guess Rd./ SBEC # 02-6917 Plot ID: upland-flag WB07
SOILS
Map Unit Name Drainage Class: well d rained
(Series and Phase): Herndon sift-loam Field Observations
Taxonomy (Subgroup): TV& Hapludults Confirm Mapped Type? - Yes - No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 Al 10YR 4/2 _ NA NA San loam
3-7 A2 2.5Y 5/6 _ NA NA Sand loam
7-13 B1 2.5Y 6/6 2.5Y 8/4 Few/faint Clay loam
Hydric Sal Indicators:
_Histosol -Concretions
_Hlstic 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:
Hydric soils absent
WC:ILAMM UETEKMINAIK)N
Hydrophytic Vegetation Present?
X Yes `No
Is this sampling point within a wetland?
Wetland Hydrology Present?
Hydric Soils Present?
-Yes X( No
-Yes XNo
-Yes XNo
Remarks:
ci c Q
O
D ~ 0 40" 3" INSTALL TREE PROTECTION FENCE AND
` POST DEVEL SIGNAGE PRIOR TO CALLING FOR THE ° Tree Protection Area INITIAL ON-SITE INSPECTION BY THE
Y ~ OPMENT d ~ NITROGEN EXPORT NO Treepaeefnp CITY OF DURHAM ZONING
ZOf~ R, ~ INSPECTOR. oiectore be Arbdee
SITE x (2) fJ) (4) (5) Prot~bido Entrer
Z (1) kea Land Cover (0.43 + 7.7 I) Produei of ORANGE,UV-RESISTANT,
N Type of Land Cover (Acres) Concentratan Cdumna Coeffident (2),(3)k(4) 0 m Impervious Surface 1.0805 2.6 HICH-TENSILE STRENGTH, 5'-0" O.C. MAX. POLY BARRICADE FABRIC
2,2541 6.3324 o Fractbn of total areo ~ 0.2389•I
z SIGN g
m ~f Alanaged Open Space 1.3523 1.38 2.2541 4.1456 a r
~ ~'f Undisturbed open apace 2.1278 0.95 2.2541 4.5565 o ORANGE,UV-RESISTANT, HGH-TENSIE STRENGTH, a POLY BARRICADE FABRIC
o ~0 Total Area 4.56 TotalN Loading (ib/yr) • 15.0345
UMSTEAD R0. Unit Nkrogen Lood' fib/acre/ r) • 3.2966 I WEATHER PROOF SIGN AS SHOWN ABOVE b i
~ n9 Y " SEE NOTES BELOW FOR CONSTRUCTpN POSTS TO BE 1.33 ANO SPACING DATA a ~ LB/LF STEEL.
E L IJ
m VICINITY MAP SUBGRADE ' ~ r' ~
e L h WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. N 2. LETTERS ARE TO BE 3" HIGH MINMUM,CLEARLY LEGIBLE PAO SPACED AS DETNLED.
3. SIGNS ARE TO BE PLACED NO GREATER THAN 75.100'ON CENTER IN ENGLISH 4, PLACE SICN AT EACH END OF LINEAR TREE PROTECTION AREAS AND 100' ON SPANISH. _ a
CENTER THEREAFTER. C Z 5. FOR 1REE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS \ f0 J
m b " THAN ONE SIGN PER PROTECTION AREA h o 6, ATTACH SIGNS SECURELY TO FENCE POSTS PND FABPoC. ~ N 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ~
m 6, ADDITIONAL SIGNS MAY BE REQUIRED BY THE GTY OF DURHAM N a RISPECTIONS DEPARTMENT BASED ON ACTUAL FIE D ~ a V
X e L CONDITIONS. M Z
~ SEDIMENT BASIN #1 W li ~ _ Wo ~
NEW STORMWATER DETENTION IMPOUNDMENT D. A. = 1.2 AC z ~ ~ Wa o
REQUIRED VOLUME 1.2 AC X 1800 CF /AC = 2160 CF NOT TO SCALE z V m Z N
° VOLUME PROVIDED = 3464 CF 0 RIP-RAP APRON = ~ ~ M W. L = 30 ~~w
~ _ oc d ~ h W -VARIES (TRANSITION FROM O ~ p N
" L ~ . , 1 DOUBLE 30"FES TO EXIST.CHANNELI z ~ ~ ~
J + T ` 22" THICK CLASS "B" STONE I~ = o~ w o,
. o / \ r ~ _ ~ ~ ~ } EO E ILE FABRIC i' .i II ~ ONG TXT 11 W-
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o I ~ ~ . TREE I - _ , . - ~ ~ DIVERSION m _ . ~ _ ~ ) ~ ; ~ PROTECTION ~ ~ DITCF+ DROP INLET ' ' ' VELOCITY DISSIPAT~p ~ ' ~~''r ~ i ; ~ ~ ° ~ 8L X 4W X 2 `6 ~ '-I 11 11, m hH~~ , V
o .'f ,.-"UF ER ~ FENGE_~,, ~ itt~,`'~~~_ W/VULCAN FOUNDRY GRATE ) - I I ~ ~ I I ~ I I,. RY GRATE CLASS B RIPy AP ~ ~ I ~ ~ ~ I 1 I 1 ~ 1
. Y I , \ _.P~..~..5630 'c ~ ! ~a' I I ~ ~ ~ ~ ~ i I i 1 ,'i~ ; i'; I I I ~ ; I l r i i
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I ~ ~ ~ 1 e ~ HORSESHOE ~ / I ~ S ~ ~ ~~~..-rte 1 y~ ~ i~ I I I I' ~ I i 1p I I I I I;I / 1 I - ~ li III ~ 111 ~ ~ ,
° I ~ , ~ 1 FILTER I ~ ~ ~ ~ ~f~;' 1 i ' III I ? lil , ; ,
o I ~ ~ C4~EA~IN~ ~ t0 ~ 2 a~F ~ 4 2 F E R , f k ~ ~ o LIMITS t TREE COVERAGE , ~ - ~ ; ,~,1 J~ I,! I,I ~ ; m % AREA LIMITS LINE ~ 'i'' ' I I' ~ ~ (
L ~ i ~ ~ ~ d' ~ ~ ~ i ~ ~ ~ I I I, .y ~ 11, > ~ ~i i ~ , ! ~ ~~r,, Il i III ~ ~ m
~ i ~ i , i ~ _ ~ I I ~ t , ! I , I I , ~ ~ ~ ,o~'~ I-- I! ~ II i , , m
* , , I ~ i . 0 ) , I ~ ~ ~ ~ ~ i I j i ~ ~ 11 rF..-.- - , 1 ,
L I ' I I ~ I I ~ ~ I ~ ~ I I ~ i i I I ~ I d" ~ II , 423. I
i I i i I m i I C i i i l ~ ~ i ~ I i ~ u 1 I ~ ~ --S1LT , I. ~ E Z / ~ ~ ~ 1 ~ CONSTRUCTI N ENTRAN o 0 I I ! I ~E Z -
C iJ . I I I I 2~ LF ~ RCP. -FENCE , r ~ ~ ~ ! 1 1 I ! , r I rr f o rn I I ~ I r l ~ 5 X 5 0 X 6 ~ ~~1,07 I ~
f ~ ~ I ' o I , i ~ ~ I- ~ :il ~ I ~ ~ ° a , #5 OR #57 W. STONE - 1 ~i ~ ! ~ i , ~ ~ a
E i' .I ~ i , I ~ I i ~ ( i 1 ~ 1 IJ i ~ V a,' , ~
o ~ ~ ~ ~ ~ ~ i I 45 3 , 1 ~ i. .1 , ii i + 3.6 ~ OPENING ' ' , ~ , I ~ ~ ~ ~ ~ l o
I ~ ~ ~ ~ ~ ~ ~ N I ~ FF E ~ ' / 426 ; ~`t I I ~ INV.; 423. - I I ~ ,
I ~ ~ I ~ 430.7 5 I ~ ~ ~ _ ~ i i 11 i ! ~ ~ : I - ~r I ~ , - I w - ~
m ~ ~ ~ ~ ~ ~ ~ "FE I 0~' I I F FE _ o S INV. , ~ _ a
- I I ~ 25.,, 25.50 2 II` o I I ~ 1 ,
~ I i ' ~ ~ ' L ~ ~ ~ i i ~ , t -
o w~.__...._.._....._,..~ j~ I ~ ~ ~ ~ m ~ T I , t~ I I i ~ d~ ~ ! , I SIGWT TRIANGLE z 424 ~ . , , I , ~ _
i r 4 I N 2 4 6 , , ~ LI - - }
° ~ i ~ I' I ' ~ ~ ~ ~ 1 8 L ti i 1 ! i i v I/ 7 ~ a' I M 1 ' / I ^A4~ ' I _ , I I - _ W 28 ~ ~ m I I l I i i ~ ~
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8 ~ Q ~ I I 1 a I i' i r ~ ~ ~ ~ 1 0~' ! I - Z ' ~ ~ Z
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l I o I 1 ~ ~v 427 ' ~ ~ I- ~ ' I I ~I~~~ ~ ~ °CWO 42 - I i 1• ~ O
` i ' CURB INLET ~ ~ 426-- 4 ~ I N 26 I ~ ~ ~ i I I I I I ~ o SOH rn ~ / , ' I 1,. ' 1 I I I I i ; ~ Z
TOP-429.40 r I CLEAf~ING- ~ ~ . , , I I , , ,Z
" ~ ~ , ~ ~ INV.-426;4 1 l LIMLTI'8 I 1 ~I I I I, ~ o v 1 X a TR ~ n i l p Z / l.~ ' ~~i ~ I I I I, i
I ~ ~ ,;INLET ~ ~ S 429 ~ ~ ~ ~ ~ 5"~- , 2 ,1 Il' I I II i , ~ s, '1 ~ I -,PROTECTION 5 I,,, 'I ~ I I I ,
PROTECTION~~; I ~ ~ ~ ~ ~ , m ~ ~ DEV ~ ~ ~ I ~f=ENCE I sTRE£ ~~I ~ ; I ~ I I ~ ~ ~ z ~
~ ~ I i t ~ , S'IL T-*''~ I YARD I to ~ a 'i i I~~ m a I I n I ~ , ~ p ~e C1 ~ ..~IVCE ~ I ~ ~ I ~ ~ ! 14 ; ~ o ~ y
~ r _ ~ ~ / ~ , TEMP. ~~'"~.~~~~~__t-- " I TREE COVERAGE I,~; I Ili,l r I~ .f I ! I i
_ r ~ , I ERS~DN / ~ / 'a~ ~ ~~AREA LIMITS LINEc-~ I I 1 ; "II ~ '
UT I CH A 9 / / !I ~ A / / i i " ~ 3 ~ , ~ ~ l i ~ f 1, I I 1 I i I,
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LIMITS r~, / ~ 1 1 {y ~"--r-- I ~ I ~ 1 I' 7-,~-----_-___ _ I I r ~ l ~ ~ ~ Q
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I iI ~ _ ~ I I ~I ~ ~ ~ I I,I ~
1. 2-30" RCP w/FES ' p I i ~ I' i. I I I z I
DA = 49.34 AC. I w 0 I ~ ~ I II ~
a 25= 5.46 I z Z ~ ~ ' I ~I Q I II _Q
C = 0.36 ' " ' I II m I I, ~ W
025= 97 cfs SEDIMENT BASIN #2 I ; I I J
D. A. _ INV fIN) = 421.54 , m 0 9 AC HW25 = 4.52 ' I II I II
REQUIRED VOLUME~0.9 AC X 1800 CF /AC = 1620 CF SIZE - 24 X 24 X 4 I I I ' ~ I ~ I I ' OC I. ~ I I - ~ .a °~1i ~~~~ann ~
" I I I 0~ ~i z V) I V ?
" 2. 2-30 RCP w/FES m ` INV (OUT) = 421.00' I I I ~ ` S ~ ~ Z I ~ • ~
m x V = 10.3 fps I i 11 ~ ? 9 i9 i U O
('s ~'s U
NOTES „ I 23012 t a I ~ z ~
1 TO 2 72 LF - 2-30 RCP @ 0.75% D I r r, F ~ d v.` C[ I I ' l..
C 1 TDCC r)D (1Tr"/~TI/lAl r rAIh IA I/~ iii i~r nr ni r~~ ...r r. r.~.. r, T.. TR~~ ~n~i~Q n~~ np~ nc
I. nL-L. r-r\u I « I IUIN r r-INk,NNU MUD I 011 IIN I"LAI,L f'NIUN I U ANY V L__ I\ r-\ \j L_ hI \ L r_~
DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT. d TREE COVERAGE AREA DATA; MI O DISTURBED AREA 1.9 ACRES I I1 ~ Ih W = I I Ilih l ~ _
2. ROOT ZONE PROTECTION AREA: ONE FOOT RADIUS FOR EVERY 4'H OF
PRESERVED TREE COVERAGE AREA REQ D. FOR NON-RESIDENTIAL DEV. • 10%, THUS 0% REPLACEMENT TREE COV. AREA REQ'D. Z DIAMETER OF EXISTING TREES. NO DISTURBANCE ALLOWED WITHIN THIS AREA.
NORTH SIDE OF ENTRY DRIVE: 23,300 SF COVERAGE APPROX. - TOTALS MIN. 12Y - .53. AC (AREA DASHED ON PLAN & NO LESS THAN 25'WIDTH) - to SEE LIMITS SHOWN ON PLAN A, i ~ a _ I ~ II W
a m 1 , SCALE IN FEET LLI
SOUTH SIDE OF ENTRY DRIVE: 17,310 SF COVERAGE APPROX. TOTALS MIN. 9% .40 AC (AREA DASHED ON PLAN & NO LESS THAN 25' WIDTH) o E LIMITS SHOWN ON PLAN I 1 II ~ 0 U. li W N O
N B I I 0 15 30 60 90 120 = U I III i y
Rc/2001JOBS/01420000/0142C2_1.DGN 0
Z
I