20071762 Ver 1_401 Application_20071007

Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: (919) $46-9467
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jamie Shern
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
~+~~\„/~~~ ~ .~ bJ~~ }gel
~~i,T ~ %iJQ/ R
Re: Madden Crossing subdivision
Wake County, NC ''~F~~ • v~~`; ~.Ft Girl+.t,i i'i
'~111I~1pa,",';0 •.aiCt?y~a,~TE~ 9RAPICH
On behalf of the owner, A-B Properties of NC, Inc., please find attached a complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers (USAGE) and the N.C. Division of
Water Quality (DWQ) that the activities proposed below may proceed under Nationwide Permits 12 & 29 as well as
General Water Quality Certifications 3699 & 3705. Please contact me at [phone] if you have any questions or
require additional information.
PROJECT SUMMARY
Project Name Madden Crossin Subdivision
Pro~ect T e Residential Develo ment
Owner / A licant A-B Pro erties of NC, Inc.
Coun Wake
Nearest Town A ex
Quadrangle Sheet/Site Coordinates New Hill uadran le/ 35.7254° N 78.9062° W
Waterbod Name UT to Beaver Creek
Basin /Sub-basin Ca e Fear River Basin; 03-06-OS
Index Number 16-41-10- 0.5
Class WS-IV; NSW
USGS Catalo in Unit 03030002
IMPACT SUMMARY
Stream Impact (acres): 0.0020
Wetland Impact (acres): 0.0544
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0564
Total Stream Impact (linear feet): 43
*of the 43 linear feet of impact, only 21 linear feet is permanent
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Topographic Vicinity Map
Soil Survey Vicinity Map
NC DWQ Intermittent/Perennial Determination Letter (IPRRO 07-05)
Town of Apex Buffer Letter
Impervious Surface Calculations
Overall Site Plan and Detail Impact Maps (I lx 17 and large sheet)
Check for 401 Processing Fee (DWQ only)
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
www.SandEC.com
Pt~i ,07-- ~ 7~
1. 1l October 17, 2007
S&EC Project # 10560. W6
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

Office Use Only: Form Version March OS
~07- 1 7+B 2
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing ~ ~ ~ I
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 29 &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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 ~l C 1 1 a ZQ07
Name: A-B Properties of NC, Inc. n~=,,,~ _ ~,~~-~~ Q~~~~~
Mailing Address: Attn: Mr. Stacey P. Anfindsen '+'~T~+"~t?s ~'=n sto't?~tiR~i ~RAA~Ck
1145-E Executive Center
Carv. NC 27511
Telephone Number: 919-460-7993 Fax Number: 919-460-7994
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: Nicole J. Thomson
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NThomson(a),sandec.com
Page 1 of 9

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: Madden Crossing Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0721788708 & 0721796016
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): Madden Crossing
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take I-440
South to US 1 South; take NC-55 exit 95 to Apex/Fuquay-Varina; bear right at East Williams
Street; turn left onto South Salem Street; follow South Salem Street to Apex Barbeque Road;
turn right onto Apex Barbeque Road; the subject property is located northwest of the
intersection of Apex Barbeque Road and Kinship Lane.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7254 °N 78.9062 °W
6. Property size (acres): ~ 6 acres
7. Name of nearest receiving body of water: UT to Beaver Creek (WS-IV; NSW; 16-41-10-
(0.51; 03-06-051
8. River Basin: Cape Fear (USGS Cataloging Unit 03030002)
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject property is mostly forested with two existing
Page 2 of 9

residential homes that are centrally located within the parcel boundaries. The surrounding
land use is primarily residential, with new residential subdivisions currently being
constructed.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is to construct the Madden Crossing subdivision and provide the necessary
roadway infrastructure and utilities (i.e. sewerlinel. Heavy equipment typically necessary for
road and home construction will be used.
11. Explain the purpose of the proposed work: The purpose of Madden Crossing subdivision is
to meet the ~,rowin~ demand for housing within the Town of Apex. The proposed impacts
are necessary to provide the roadway infrastructure and utilities (i.e. sewerline, to the
Madden Crossing subdivision.
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. On December 19, 2006, S&EC personnel conducted a detailed wetland
delineation and Town of Apex stream buffer evaluation. On January 3, 2007, S&EC and Mr.
Michael Deaton of the Town of Apex reviewed the two features on site to determine Town of
Apex Riparian Buffer Rule applicability (please see attached Town of Apex Buffer Letter, . On
February 13, 2007, S&EC and Mr. Jamie Shern of the USACE verified the wetland boundaries
and jurisdictional streams on the subject property. It was determined that the stream feature on
site is an intermittent/unimportant stream. Currently, the JD information and maps have been
submitted to the USACE for signature. On March 9, 2007, S&EC and Mr. Mike Horan of the
NC-DWQ reviewed the site for intermittent/perennial stream determinations (please see attached
NC-DW letter, IPRRO 07-OS). No other permits have been requested or issued for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are known to be required at this time.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
Page 3 of 9

permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: Temporarypacts to an intermittent
channel will result from the proposed installation of the required utilities (i.e. sewer
Permanent impacts to an intermittent channel will result from the proposed installation of a
sidewalk. Permanent impacts to jurisdictional wetlands will results from the proposed
installation of the necessary roadway infrastructure. These impacts are quantified and
expounded below.
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of

Site Number
Type of Impact
(e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
es/no (linear feet)
Impact #1 Culvert
Riparian
no
130
0.0544
NWP 29 (permanent)
Total Wetland Impact (acres) 0.0544
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 0.4584 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Im act linear feet acres
Impact #2 UT to Beaver Utility Intermittent +/- 2' 22 0
0010
NWP 12 Creek (temporary) .
Impact #2 UT to Beaver Fill Intermittent +/- 2' 21 0010
0
NWP 29 Creek (permanent) .
Total Stream Impact (by length and acreage) 43* 0.0020
*of the 43 linear feet of impact, only 2l linear feet is permanent
Page 4 of 9

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc.) acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative im act to all Waters of the U.S. resultin from the project:
Stream Impact (acres): 0.0020
Wetland Impact (acres): 0.0544
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0564
Total Stream Impact (linear feet): 43*
*of the 43 linear feet of impact, only 21 linear feet is permanent
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
No isolated waters are known to exist on the subject property.
8. 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
Current land use in the vicinity of the pond: 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 maybe 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. Permanent impacts have been
avoided and minimized to the maximum extent practicable. Streams are not crossed by anv
roadway infrastructure, only the installation of utilities for the subdivision and the proposed
Page 5 of 9

sidewalk. Temporary utility impacts are necessar, t~pply the posed subdivision with
sewer by tying into an existing Town of Apex sanitary sewer line. Permanent stream impacts are
necessaryprovide for the sidewalk required by the Town of Apex. Additionall,,~proposed
roadway crossing necessary to access the Madden Crossing subdivision is utilizing an existing
driveway crossing to further minimize impacts to jurisdictional wetlands.
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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
S&EC believes that additional mitigation, beyond the avoidance and minimization of
permanent impacts to jurisdictional waters, should not be required given that the total
permanent impacts to wetlands is less than 1/10 acre and there are no permanent impacts to
important/perennial channels. If additional mitigation is required, then the applicant
proposes payment into NC EEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
Page 6 of 9

[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wry/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. 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 ^
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
Page 7 of 9

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
s uare feet) Multiplier Required
Miti ation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. This site is within the Cape Fear River Basin
and currently, therefore, no riparian buffer mitigation is required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The anticipated impervious surface for the proposed subdivision will be 21.6%.
Please see the attached impervious surface calculations. Per condition No. 12. ii of GC 3705 and
the fact that the impervious surface totals for the proposed development are below 24%, a DWQ
approved stormwater mana eg ment plan is not required.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project will tie into an existin sg ewage treatment facility in the nearby area.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
Page 8 of 9

If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Qualit~pril 10, 2004, version 2.1. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts. This development is
very small in nature, has no commercial component associated with it, is within a primarily
residentially developed landscape and therefore, the utility infrastructure (i.e. water and
electricity) are alreadyplace to service the proposed development. We anticipate that you will
advise us if a qualitative or quantitative impact analysis is required.
XV. 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).
~.- - ~
Applican Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

JAN-18-2007(THU) 10:09 BIRCH APPRAISALS LLC (FA}()1919460799a P. 001/001
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: ~' - R PRaP~nrr~5 e~ ~C r ~,~r C_
Address: ~ l ~5~ ' tr <r~C~~~~ v~ C~iCCG
~,~,q~ y ~~ ~g2~Si~
Phone: ~f 1 y~ ~ ' 7 7
Project Name/Description: ~J~ 6B~ ,~~m/.S~~P ,LQ _ S&EC Project # f'p ~~ 6 , ~
Date: ~ - ~~"a7
The Department of the Army
U.S, Army Corps of Engineers, Wilmington District
P.O. Sox 1890
Wilmington, NC 28402
Attu A l ~ S F~t +'~. t2 (~~
rield Office: ~ A L ~i (r N~
Re: Wetlands Related Consulting and Permitting
To Whom Tt May Concern:
T, the current ro r owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of penT-it applications, to furnish upon request
supplemental information in support of applications, etc. From this day forward. The 1 S TN day of
~~~rua~Y zG~7
This notifxcatzon supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and pzafessional 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.
ST~c~y ~ ~~F~,~~s~,~ ,~ A~' P~~~ uf~~C
Print property Owner's Name Property a 's Signature
cc: Ms. Cyndi Karoly cc: Mr. Q Flowers
NCDENR - DWQ Soil & >rnvironmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604

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Pro ect No. Scale: SOURCE:
,o~so.ws 1°=zooo~ FIG. 1 -USGS TOPOGRAPHIC MAP ~ 11010 Raven Ridge Rd.
Project Mgr. Drawn ey: MADDEN CROSSING NEW HILL ~ ~~;gn,NC 27614
NT MM USGS QUADRANGLE 919-8465900
WAKE COUNT DATED:1999
Date: 08/30/07

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Michael F. Easley, Govcmor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 _~ ~-~ ~o ~ ~O 2
Alan W. Klimek, P.E., Director
Division of Water Quality
March 12, 2007
i;
S & EC I ~~
11010 Raven Ridge Road ?`1 `~ ! i ~ ~ i
Raleigh, NC 27614
i
;,~
r~~:,, _ ~, ~ u:: .
.411n: Luke Tusclttll: __.. _ .
IPRRO 07- OS
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Apex BBQ Rd & Kindship Ln. Site Project # 10560.w1
Location/Directions located in the southwest quadrant of the intellection of SR 1160 and SR 1162_ in
Wake County
Subject Stream(s): UT to Beaver Creek
Date of UP Determination(s): 3/09/07
Feature UP Call Location of UP Point
(GPS Points and/or Flag)
B Intermittent Intermittent fla 5200
This on-site determination shall expire five (5) yews from the date of this letter. Landowners or
affected parties that dispute a determi~tatiotz made by the DWQ or Delegated Local Wray request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing c% Cyndi Karoly ,DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleiglt, NC
27604-2260. You must act within 60 days of the date that you receive this letter. Applicants are hereby
notified that the 60-day statutory appeal time does not start ttntil the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends tl:at the
applicant conduct tl:is notification in order to be certain that third party appeals are made in a timely
manner. To ask for a /tearing, send a written petition, wlticlt conforms to C/tapter ISOB of the North
Carolina General Statutes to the Office of Aclntinistrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 2 7699-6 714. This determination is final and binding unless yotc ask for a heari-tg within
60 days.
N~°CthCarolina
~nturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state,nc.us 1628 Mail Service Center Raleigh, NC 27699.1628 FAX (919) 57]-4718 1-877-623-6748
An Equal OpportunltylAffirmaliveActioW Employer- 50% Recycledl10% Post Consumer•Paper

Apex BBQ Rd. & Kindship Ln. Site S & EC 10560.w1
3/12/2007
Page 2 of 2
The (owner/future olvrzers) should notify the Division of Water Quality (including any other Local,
State, and Federal Agencies) of this decision concerning mry fixture correspondences regardixxg the
subject property (stated above). T/zis project Wray require a Section 404/401 Permit for the proposed
activity. Any inquiries sl:oxrld Ge directed to the Division of Water Quality (Central Office) at (919)-
733-1786, and t)te USArnxy Corp afEngixxeers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Mic11ae1 Horan
Environmental Spec. I
CC: Town of Apex, Attn: Mike Deaton, Public Works & Utilities Dept., 105 Upchurch St., Apex, NC 27502
Byron Brady, Wake County Environmental Services, P.O. Box 550, Raleigh, NC 27602
Jamie Shern-US Army Corps of Engineers, Raleigh Regulatory Office
Wetlands/ Stormwater Branch, 2321 Crabh•ee Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet h2o.enr.state.nc.us 1628 Mai] Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
PAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

..

Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
`~~ Notes: (use back side of this form for additional notes.) Sketch:
~!' ..
North Carolina Division of Water Quality -Stream Iclent~#~cation Form; Version 3.1
Date: ~ ._ ~~ _ ~-- Project: ~~,, f~~~~~?~ Latitude:
Evaluator: ~~,, ~ Site: ~~ ~ UC..~ Longitude:
Total Points:
Sfreamisatieastintermittentr,.mot ~,~~ County Other
if ? i9 or erennfat if z 3b •-r {` ' 1' ~ ~ ~ fL ~. e.g. Quad Name:
A. Geornorpholo (Subtotal = ., '~~~ )
1a. Continuous bed and bank 'Absent
0 Weak
~ Moderate
~2;> Strong
3
2. Sinuosity 0 ~~; 2 3
3. In-channel structure: riffle-pool sequence 0 C"'(' 2 3
4. Soil texture or stream substrate sorting 0 1 } 2 3
_5. Active/relic floodplain _ 'b ;--~, 1 2 3
6. Depositional bars or benches i~~~:'~ 1 2 3
7. Braided channel p, 1 2 3
8. Recent alluvial deposits 'ai 1 2 3
9 a Natural levees `b :, 1 2 3
10. Headcuts ; Ol 1 2 3
11. Grade controls 0 0.5 !' 1.5
12. Natural valley or drainageway .. , 0 (0.5/ ~;~) 1.5
13. Second or greater order channel on existing
USGS or NRCS map or otherdocumented
evidence.
No = 0 •'
Yes = 3
mo„-mauv ~n~.uw a,v nUl ,CilCU, SCC Uip"1:1155Wf15 In R1anU81
7
B. Hydrology (Subtotal = ' i~ )
14. Groundwater flow/discharge 0 1' 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 0 ' 1 2 ( .3
16. Leaflitter 1.5 ~' 1 .`".°^' 0.5 0
' 17. Sediment on plants or debris 0 `~.0..5.:> 1 1.5
18. Organic debris lines or piles (Wrack lines)
------ 0 0.5 r'P ~ 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes , 1.~ j
~t `
C. Biology (Subtotal = ~ 1 ~_~ ~ )
20". Fibrous roots In channel ~ `.3) ° - 2 1 0
21 . Rooted plants in channel 3 2 ~ 1 0
22. Crayfish ;1~,~ 0.5 1 1.5
23. Bivalves C~ 1 2 3
24. Fish ~0,,, 0.5 1 1.5
25. Amphibians
26. Macrobenthos (note diversity and abundance) ~0•'
0 0.5
0.5 1 ___ I
~~1,7 1.5
1.5 ~
27. Filamentous algae; periphyton
28. Iron oxidizing bacteria/fungus. t''6 1
0.5 2
'''i ,, 3
1.5
29 . Wetland plants ih streambed FAC = 0.5; FACW ='0`75', OBL = 1.5 ~ SAV = 2.0' Other = 0
~ ~
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Project No. FBgure 2 -MRCS S®il ~, „
10560.W1 Survey 11Aap ~` , ,~~~ ~ ~ 7 ~' ~
Project Mgr.: Apex BBQ Rd. ~ Soil & Environmental Consultants, P~.
CF and KlnShlp Ln. 11010 Raven Ridge Rd.~ Raleigh, NC 27G14
A-B Properties of NC l_LC ;~~., ~r~ ~;~ ~ [phone] ~ [phone]
Scale: Wake County, NC .,.,°,. , ~~....,:~ Web Page: www.SandEC.com
1" = 1,320'
Wake County Soil Survey
12/14/06 1970
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1o5so.w1 ®®ra hic (~l~~dran i ~~` ?' - ~ _
P ~ ~ ~
Project Mgr.: Apex BBQ Rd. •
~P and Kinship Ln. Site ~ Soil & Environmental Const>iltants, PA
A-B Pro ert12S Of NC LLC. ~ 11010 Raven Ridge Rd.• Raleigh, NC 27614
P I~ry~ ~;~~ [phone] ~ [phone]
tcal2 000' wake County, NC 4 i£~ -` Web Page: vlndna.SandEC.com
New HiII ®uadrangle
12/14/06 ®ated 9 974

Soil B Environmental Coaevltaatar PA ~ ~ ~_
11010 Raven Ridge Roed, Raleigh, Norlh Caroline 27614
Phone: (919( 84fi~5900 Faz: (919) 846~9afi7
Project _ ~ ~ _ - '- ~ ~ . , ~ .
. Date: ~ ~ .. -
Detalled Delineation of Waters of g.Le US - ~ -
RalublxfnrPKUminerynemm~gonly ~ ~ ~ ~ ~ -
9hEC rtxnra the right to medlty thU map baxA en mme RelAwerk,
and any mhersAdldenal tntorrn>rinn. ApproalmaJnnr wxr<mwpped ualn{ - -
tapognphte maps, eb phatoa end grwnd 4uthing. I(the silt Is {clog
to be disturbed, R6EC'a detailed delineation should be approrxd erd - - - ~ ~-
pertnihedhytheU.S. Army Corps of Englne<ra to reaulrcd. if the uxr of ,
thin work Je:lrcs an acumte map of the regulaleA! ones flagged by -
EkEC, they should retain a NC RrgUtereA rrof<sslonal land Runxyor to - '
leutc ghEC's lagging. ~ ^
.- .. - *r
i~
S 160
a
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f`
y~
SR 1162
1'~$
sp s~
~ SR 1 11
' srP'r spy %
Fy ~qS

J
Wetland Sketch Map
Project Nn. Scale: Apex BBQ Rd. and Kinship Ln
10560.W1 1 "=100' A-B Properties of NC LLC
Wake County, NC
Protect Mgr,: March 12, 2007
Prepared by: Luke Tuschak
Chris Flowers
#' Soil & E»virona11e1ital Cansu:ltants, PA
11010 Raven Ridge Rd.• Raleigh, PJC 27614
(O1~J) 846-x900 • (91 sJ 84G9467
Web Page: ',wvw.S~lndEC.can
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1
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tV

THE PEAK OF GOOD LIVING
January 16, 2007
Mr. Luke Tuschak Q ~ - ~ ~' ~
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Appeal of Water Quality Buffer Requirements
Apex BBQ Road and Kinship Lane Site
Dear Mr. Tuschak,
P. O. 80X 250
APEX, NORTH CAROLINA 27502
p.~ ~~~~~
• ; - - U
~ ~y: Soii C Err~afanmEn±ai Curssuitants. ~A
On Wednesday, January 3, 2007, we met at the subject site to perform riparian buffer calls on two (2)
drainage features. Based on the information obtained during the site visit and per the requirements set
forth in Section 6.1.11 of the Town of Apex (Town) Unified Development Ordinance, I concur with the
following determined riparian buffer widths as presented in your letter dated January 8, 2007:
Drainage
Feature
Shown as on USGS Shown as on Soil
Surve Determination made
in the field Determined
Buffer Width
A Present Present Present 50'
B Intermittent Perennial Intermittent 50'
Please be aware that ponds shown on the USDA Soil Survey and USGS topographic maps are also
subject to Town riparian buffer requirements. It has been determined that the off-site pond does not have
a hydrological connection to a perennial stream; therefore only a 50 foot riparian buffer shall apply.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Michael S. Deaton, PE
Environmental Programs Manager
Attachments
Cc: Tim Donnelly, PE
Pp Ea'
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Project No. Figure 1 - 1:24K USGS
10560.W1 opographic Quadrangl

Pro ect M r.:
j 9
CF Apex BBQ Rd.

and Kinship Ln. Slte
~ Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
A-B Properties of NC LLC. (919) s46-5900 • (919} 846-9467
Scale:
' Wake County, NC Web Page: www.SandEC.com
1 " = 2,000 N
Hill Q
l
d
ew
rang
e
ua
12/14/06 Dated 1974

Project No. Figure 2 - NRCS Soil
10560.W1 Survey Map
Project Mgr.: Apex BBQ Rd. ~ Soil & Environmental Consultants, PA
CF and Kinship Ln. 11010 Raven Ridge Rd.• Raleigh, NC 27614
A-B Properties of NC LLC (919} 846-5900 • (919} 846-9467
Scale: Wake County, NC Web Page: vvww.SandEC.com
1 " = 1,320'
Wake County Soil Survey
12/14/06 1970

~ Sort & Enviroameatnl Coasuitaata, PA
11010 Raven Ridge Road, Raleigh, North Carolina 27614
Phone: [phone] Fax: [phone]
Project:
Hate:
Detailed Delineation of Watan oCthe US
suitable for Preliminary Flannfng ~Y
9aEC reserves the right to modify thin map based on more 5eldwork,
and any other additional information Approximations were mapped using
topographic maps, air photos and ground trut}3ing. Bike site is going
to be disturbed, 58sEC's detalled delineation should be approved and
permitted by Ne U.s. Army Corps of Engineers as required. If the ssaer d
ibis work desires en accurate map otthe regulated features flagged by
5&EC, thry should r<rain a NC Registered Profmatonal Land surveyor to
locate 3&EC's flagging.
;rt
culvert
100 Start Channel
38
G7
0 50 100 200 300 400
Feet ~
IU
Wetland Sketch Map
Project No. ~ Scale: Apex BBQ Rd. and Kinship Ln
10560.W1 1"=100' A-B Properties of NC LLC
Wake County, NC
Legend
r ' ~~ =WATERS OF THE US [i.e. wetlands and
""~ '' ~" linear wetlands; must be confimed by the USACE]
~~-~_-:
_ =WATERS OF THE US SUBJECT TO
~.•~" TOWN OF APEX BUFFERS [i.e. intermittent channel;
"~ • • must be confirmed by the USACE and NC-DWO;
confirmed by the Town of Apex (50' Buffer)]
fJ =POND [subject to 50' Town of Apex Bufrer]
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: wyrw.SandEC.com
Project Mgr.: i Jan 3, 200 Prepared by: Luke Tuschak
Chris Flowers

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NOTES:
I ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WTDi TOWN OF APEX STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY ANDTOPOGRAPHIL INFORMATION TAKEN FROM SURVEY PROVIDED BYEUNGBURG LAND SURVEY
COMPANY.
3. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (I.800L32~{949) WCAiE ALL EXISTING UTIU116 PRORTO
BEGINNING CONSTRUCTION.
4. CONTRACTOR SHALL INSTAII All EROSION CONTROL DEVICES IN THE BEST LOCATION BASED UPON FLEW
CONDITIONS.
5. THIS SITE IS LOCATED WITHIN THE PRIMARY WATERSHED PROTECTION OVERLAY gSTRICf.
6. ALL VALVE BOXES AND COVERS, STORM DRAINAGE GRATES AND MANHDIE COVERS SHAH MEET 0.5TM A48, GR4DE
35B IRON REDUIREMEMS.
7. THE PROPOSED STORMWATER POND SHALL B[ USED A51[MPORARY EROSION CONTROL MEASURES DURING
CONSTRUCTION.
8. NO FFMA HARPED FLOODPWN EYISTS ON THIS PROPERtt.
9. THE WETUWDS AND STREAM BUFFERS SHOWN ARE PER 501E / ENNRONMEMAL CONSULTAMS. THE BUFFER SIZE AND
LOCATION HAS BEEN VERIFIED WITH THE TOWN OF APIX ENVIRONMEMAI SERVICES DEPARRAEM
10. THE DEVELDPERSHALL BE RESPONSIBLE FOROBTRINING PLL NECgSARY ENVIRDNMEMAL PERMITS PRIOR iO
DISTURBING THE WETLANDS OR BUFFER ARfl5.
I I . EACH LOT 8,000 SQUARE FEET IN SIZE OR GREATER SHALL BE SUPPIEMEMED WTTH A MINIMUM OF FOUR
EVERGREEN 5HRU05, FOUR DECIDUOUS SHRUBS, TWO EVER&REFN TREES, AND TWT) DECIDUOUS TREES, 70 BE PROVIDED
IN THE PROM, SIDE OR REAR YARD. THE SUPPLI`.MENTPL TREES CAN COUM TOWARD FOUNDATION PIFMINGS PND THE
BUIWING LANDSCAPING REQUIREMEM IN 5EC(ION 8.2.4.
12. EACH LOT L155 THAN 8,000 SQUARE FEET IN SRE SHALL BE 5UPPLiHAENTED W11H A MINIMUM OF TVA EVERGREEN
SHRUB5, 1W0 DECIDUOUS SHRUBS, ONE EVERGREEN TREE, AND ONE DECIDUOUS TREE, TO BE FRONDED IN 1HE FRONT,
SIDE OR REARYARD. THE SUPPLEMEMAL TREE LAN LOUM TOWARD FOUNDATION PIAMINGS AND THE BUILDING
UWOSCAPING RFOUIREMEM IN SECTION 8.2.4.
13. THE DISTURBED AREA ON SRE LS 2.7 AC.
TOWN REQUIRED SUBDIVISION NOTES
I NO SITE DE/BAPMFM ACTIVITY INLWDING BUi N07 LIMITED TO TESTING CIEAPJNG, INSTAUA710N OF S/E
MEASURES, OR GRADING, SHALL OCCUR UMIL REQUIRED PROTECTION FENCING HA5 BEEN IN5TAl1ED AND INSPECTED.
A PROTECTION FENGNG INSTAlUT10N PERMR MAY BE OBTAINED AT THE PLANNING DEPARIMEM OR 8Y CAIDNG 919
249-3426.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANYSAVED TRE[ ONE FOOT FOR EACH INRt OF TREE
CALIPER, PROTECTION FENCING MU5T BE PLACED AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RESWRLE
CONSERVATION AREA SUCH AS BLff NOT LINKED TO HISTORC BUILDINGS AND STRUCTI1R15, WETLANDS, AND
PONDS. PROTECTION FENDING MUST BE Pu1CED A1ANG THE OUTSIDE LINE OF THE 100-YEAR Pl00DPIAIN, AND 1FIE
OUTSIDE EDGE OF ANY RPARIPN BUFFER ADDITIONAL PROTECTION FENCING MAYBE REQUIRED IN OTHER LOCATIONS
CLOSE TO CONSTRUCTON ALTIVffY WHERE R IS DEEMED NECSSART BYTHE ZONING ENFORLEMEM OFFlCER SUCH
AREAS MAY INCWDE BUT ARE NOT LIMITED i0 COMMON PROPERtt ONES OR NEAR PUBLIC ARE0.5 (SIDEWALKS, ICJ.
3. PLL GRADING AND SUPPORT STRUCNP.FS ASSOCIATED WITH ANY RETAINING STRUCTURE SNAIL NOT ENCROACH
INTO ANY REOUIREO BUFFER OR PROTECTED PP,EA ISUCH AS BUT NOT UMffED T0, RCA AND LPJTICAL ROOT ZONE OF
TREES, PUBLIC UTIUtt El5EMEN15 AND RIGHT5-0F-WAY7, AND SHALL eE CONFINED ENTIRELY ON SffE.
4. SITE ELEMENTS REQUIRED TO SA115FY RECREATIONAL REOUIREMEMS SUCH A5 BU1 NOT UNTIED TO PLAY FIELDS
AND GREENWAY TRAMS AND ITEM5IY%CALLY A550CUTED WITH THEM (BENCHES, TRASH CONAINERS, SIGNS, ETC.)
MUST MEET ANY PPPUCABIE STANDARDS FOUND IN THE TOWN OF FPIX STANDAIN SPECIFICAPONS AND
CONSTRUCTION DETAILS AND THE RFQUIREMEMS OF THE TOWN OF MIX PARKS AND RECREATION DEPARTMEM.
5. THE SCREENING OP LOADING DOCKS, TRASH CONFINERS pNLWDING DUMPSTERS AND ROLL-0111 CARTS),
OUTDOOR STORAGE, MECHANICAL AND HVAC WUIPMENi, AND 51MILAR FACILITIES ONTHE 8001` ON THE GROUND,
ORON BUILDINGS SHALL MEET THE REQUIREMEMS f9UND IN SECTION 8.2.8 OF THE UNIFIED DEVELOPMENT
ORDINANCE; SPECIFICAllY SCREENING MUST BE DONE 50 THAT
I. R IS INLDRPORATED IMO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPE.
II. SCREENING MATERIALS ARE NOT DIFFEREM FROM ORINFERIOR70 THE PRINCIPAL MATERIALS OF THE BUILDING
OR UNOSCAPE, 0.ND ARE SIMILAR IN MATERIALS AND COLOR
III. SCREENED ITEMS ARE OUf OF VIEW FROM AD.IACEM PROPERTIES AND PUBLIC STREETS, AND A TOTPllY
OPAQUE SCREEN IS ACHIEVED.
IV. ANY GROUND-MOUNTED HVAC OR OTHER MECHANICAL OR UTILITY FOUIPMEM SIX-FEET TELL OR HIGHER MU5T
BE FENCED AND LANDSCAPED.
V. OUMPSTER ENCLOSURES MUST MET THE ABOVE REOUIREMENiS PWS THEY MU5T BE AT LEAST EIGHT-FEET
TALL OR THE HEIGHT OFTIIE DUMPSTER WHICHEVER IS TALLER AND BE BUILT OF MP50NRY MATERIAL
6. ALL REIXIIRED SITE EIEMEMS SHOWN WITHIN A PARTICUUR PHASE MU5T BE INSTAUED BEFORE A FINAL
CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR ANY BUI WING WITHIN THAT PHASE.
7. SITE ITEMS SUCH 0.5 BUT NOT LIMBED T0, UGLRING, LANDSCAPING (INCWOING MUILHI, SCREENING O.E.:
DUMPSTERS/TRASH, MECHANICAVrIVAC, TL ), SITE STABILIZA110N (SEEDING), ANO PARKING AND PAVEMEM MARKING
MUST BE COMPLETED PRORTO SCHEDW NG A FINAL SITE INSPECTION,
8. NO SIGN5 ARE APPROVED A5 PART OF SITE PuW APPROVAL. A SEPARATE SIGN PERMIT MUST Bf OBTAINED. A
MASTER SIGN PLAN MUST BE SUBMITTED FORAPPROVPI.
STORM DRAINAGE TABLE
INTENSITY INLET DR. TOTAL DR. Oro PIPE SLOPE
INLtT# i r AREA ac AREA ac C cfs (Inches (~)

I 7.2 0.2 0.2 0.5 0.7 15 I.0
7J2B 7.2 0.6 0.8 0.5 2.9 15 I . I
2A 7.2 0.0 0.8 0.5 2.9 I S 0.9
3A13B 7.2 I.I 1.9 0.5 6.8 18 I.0
48 7.2 0.4 0.4 0.5 1.4 15 0.7
4A 7.2 0.1 0.5 0.5 1.8 I S 0.9
q 7.2 0.1 2.5 0.5 9.0 18 4.4
9 7.2 17.3 17.3 0.4 49.8 36 I.0
10 7.2 0.5 17.8 0.7 52.3 36 L0
12 7.2 1.2 1.2 0.5 4.3 15 4.2
DISSIPATOR PAD TABLE
FES # RIP-RAP GLA55 MIN. DEPTH dnJ MIN. IFNGTII (k) MIN. WIDTFt (it)
6 B 22' 9,d 4,5'
II B 22" 24.0' 9.0'
13 B 22' 7.5' 3.8'
THE SIGNATURES AFFIXED BELOW CERTIR' THAT THI5 SHET HAS BEEN REVIEWED AND APPROVED SDIEIY
PERTHE C~R11F1CATIONS SIGN[D ON THE PAVER SHET OP IHCSE LONSIRUCTION PLANS.
LM-ENGINEERING DATE PUBUO WORKS-ENY. PRAGRAMS DATE
GM-TRANSPORTATION DATE PLANNING
CM-BUILDING INSPECTIONS DATE PLANNING-TRANSPORTATION DATE
DATE
PUBLICWORKS - WATERfiENER DATE HRE DATE
PUBLIC WORKS-ELECTRIC DATE PARKS, RECREATION <LULNRAL RES.
PUOUL WORKS-5 <E DATE DATE
00 2~
GRAPHIC SCALE
u
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ENGINEERING
0
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~~~~~ `~
I
~,
~~
1 ---'
i
~~ ~
IMPACT AREA # I
JONES
CNOSSEN
~~ & DOLLS
ENGINEERING, PLLC
i I
--
-° ~
I X
CA
I
i ~
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f ~I ~ I
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SUMMARY TABLE
AREA OF WETLAND
DISTURBANCE = 2,368 SF
0 20 40 80
GRAPt11C SCALE
~_
-.~
a
~~
~°

I
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I I h ~ CREEK ~ 1 I I
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/ ,~ROP RTY ____-~ JB~ I I/ II ` ~ ~ ~ I I \
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t ~ LITY EASE.
1~~ ~ ~ ~~ ~ II ~ r I \
~-- ~ EX. 20' ~ ~ I I ~ I
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IMPACT AfZEA # 2- EX i ST I N G
co~~~T-oNs o 2a ~.0 8a
JONES
CNOSSEN
& DOLLE GRAPHIC SCALE
ENGINEERING, PLLC

~~
f
PON
~ J%
~~~

k / I~ I I
~ SIDS I_K I
~ fl
~ ~ I
~ , ~ ~
'~ /I '
~ZhANNEL '
~' IMP T I ~
~ FRO~~ILL ' ~ I
~~ i i
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i
1 i / ii ~ ~ \
1~1 ' Imo'
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1 I '~ SEX. 16' '~ I ~ \
ITY EASE' I \
I ~~ ~
~ ~ i~ I~ \
~~~ ~ ~

#2-P
#2-P
JONES
JONES
CNOSSEN
CNOSSEN
& DOLLE
& DOLLS
ENGINEERING, PLLC
ENGINEERING, PLLC
I
I
SUMMARY TABLE
LENGTH OF CHANNEL
DISTURBANCE FROM
FILL = 2 I LF
LENGTH OF CHANNEL
DISTURBANCE FROM
SEWER = 22 LF
TOTAL DISTURBANCE = 4 3 LF
O 20 40 80
GRAPHIC SCALE
IMPACT AREA ROPOSED