20011130 Ver 1_Complete File_20020429

OJ30 Harrison Park
Crossman Communities proposed product mix impervious area worksheet
prepared by ESP Associates, P.A.
4/8/2002
OPTIONS - NO GARAGES in m-f area exc Saratoqa
impervious area (ft) 1 - discretionary mix II - even distribution
Product
house & drive impervious

i
house & drive impervious
footprint driveway total quantity ftz acres
- ty
quant ftz
acres
cn
Jordan 1260 330 1590 1 1590 0.04 (D 2 3180 0.07 m
d. w o Mt. Vernon 1600 330 1930 2 3660 0.09 n 2 3860 0.09 3
°' o Magnum 2012 330 2342 5 11710 0.27 3 7026 0.16 1
Lacrosse 1540 330 1870 1 1870 0.04 0 2 3740 0.09
Albany II 1760 330 2090 12 25080 0.58 3 8 16720 0.38
3
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C 1520 330 1850 6 11100 0.25 (D 8 14800 0.34 (D
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A 1366 330 1696 5 8480 0.19 0 8 13568 0.31 ?•
0
a
va
C a LaSalle 1175 330 1505 5 7525 0.17 n 8 12040 0.28 n
Prescott 1725 330 2055 12 24660 0.57 8 16440 0.38
SINGLE FAMILY SU BTOTALS 49 95875 2.20 28.79% 49 91374 2.10 28.22%
a
Sarato 804 330 1134 21 23814 0.55 19 21546 0.49
g
w/ garage 1187 330 1517 21 31857 0.73 3 19 28823 0.66 3
o Cedar 1256 330 1586 21 33306 0.76 0 20 31720 0.73 0
w Dogwood 745 330 1075 14 15050 0.35 B' 19 20425 0.47
Endeavor ll 753 330 1083 14 15162 0.35 (?D 19 20577 0.47 2
3 C nolia
Ma 1105 330 1435 21 30135 0.69 0• 19 27265 0.63 0
. g
Plantation 1165 330 1495 21 31395 0.72 (n 19 28405 0.65 n
Tuscany 1180 330 1510 21 31710 0.73 20 30200 0.69
MULTI-FAMILY SUBTOTALS 154 212429 4.88 29.80% 154 208961 4.80 29.58%
OVERALL SITE TOTALS 203 404179 7.Oa 29.46% 203 391709 6.89 29.12%
TARGET ACRES: <7.32 TARGET ACRES: <7.32
TARGET % IMPERVIOUS: <30.00% TARGET % IMPERVIOUS: <30.00%
NOTES AND WARNINGS:
1) Nine 50x50 pads and forty 40x40 pads available in single family area per current ESP design. Change these numbers solely at your own riskl
2) All cells are LOCKED except for the quantity cells for each product. Contact Guy Peters at ESP Associates, P.A. if you wish to unlock.
3) Multi-family products listed herein are per Don Hanley of Crossman Communities, 4/5/02.
4) The cells to watch are 126, and J26. Don't allow those numbers to exceed 7.32 and 30.00, respectively!
5) No concrete patios assumed for this exercise.
EcoScience
1101 Haynes Strcet Suite 101 Raleigh, IBC 27604 Telephone: [phone] Fax: [phone]
April 25, 2002
Mr. John Dorney
N.C. Division of Water Quality
1621 Mail Service Center
o , G1?
Raleigh, North Carolina 27699-1621
t P17
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TLANOS
-4??IITY Cup
Re: Section 401 Water Quality Certification Amendment Request Associated
with the proposed Harrison Park Residential Development in Union County
i
00-052
Dear John:
?I
The purpose of this letter is to request an amendment to an approved 401 Water Quality Certification
with additional conditions (DWQ# 01-1130, see attachment) issued November 2, 2001 for the
above-mentioned project. The initial permit application reported that the total proposed impervious
surface on this site will exceed 30 percent. This factor resulted in the addition of Condition #2 on
the approved 401 Water Quality Certification requiring an approved storm water management plan
before impacts occur. The initial impervious surface area calculations were based on limited data
available at that time. The new calculations presented with this letter (see two attached spreadsheets)
are based on more detailed impervious area information associated with the specific products
proposed for the development. This more detailed analysis of proposed development has determined
that impervious surfaces will, in fact, total less than 30 percent of the site. Please note that the site
plan has not changed, and remains as initially proposed.
The small, attached spreadsheet breaks down proposed impervious surfaces by development sub-
areas (single- versus multi-family housing) and structure type (roads, curb-and-gutter, sidewalk,
driveways, and buildings). Total proposed impervious surface for the 53.83-acre development
is 15.86 acres, or 29.46 percent. The large, attached spreadsheet further breaks down impervious
surfaces for each type of house and driveway.
The property is under development by a Charlotte-based company called Crossmann Communities,
Inc. The permittee should be designated as Crossmann Communities, Inc. and the contact address
and phone number are as follows:
EcoScience Corporation
Mr. John Dorney
April 25, 2002
Page 2
Crossmann Communities, Inc.
4339 Stuart Andrew Boulevard
Suite 200
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
Contact: Mr. Don Hanley
Again, the purpose of this letter is to request that the 401 Water Quality Certification for this project
(DWQ# 01-1130) be reissued without Condition #2, a requirement for a storm water management
plan. Please call me if you have any questions or need further information. Thank you for your
assistance with this project.
Yours truly,
ECOSCIENCE CORPORATION
J& / ?rz-
Alexander P. (Sandy) Smith
Senior Project Manager
Attachments
Cc: Mr. Don Hanley, Crossmann Communities, Inc.
Mr. Guy Peters, ESP Associates, P.A.
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Michael F. Easley
Governor
r?" William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
p "C Gregory J.Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 2, 2001
DWQ# 01-1130
Union County
Mr. Don Hanley
Crossman Communities
4339 Stuart Andrew Blvd.
Suite 200
Charlotte, NC 28217
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hanley.
You have our approval, in accordance with the attached conditions, to place fill in 642 linear feet of streams (including
0.026 acres of waters of the U.S. as described in the letter of Judy 10, 2001 sent by Sandy Smith, Ecoscience) of wetlands
tributary to Twelve Mile Creek in order to construct the Harrison Park.subdrvision in Union County, as described in your
revised application received by the Division of Water Quality on October 24, 2001 (dated October 18, 2001). After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers3288,
3289 and 3287, which can be viewed on our web site at httDJ/h2o.enr.state.nc.us/ncwetfands. These Certifications allow
you to use Nationwide Permit Numbers 12, 14 and 39 when they are issued by the U.S. Army Corps of Engineers. 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 viriting 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 Cerfcation 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 requked as di..scxrbe-d 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. Deed notifications or siirnrgar mechanisms shall be placed on al lots with remaining iurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds and a 50-foot riparian buffer along the South Fork Catawba River. These
mechanisms shag be put in place with-in 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later). A sample deed notc-bation format can be dovmloaded from the 401/Wetiands Unit web site;
2. An additional concWw is that a fatal, written stomivirater management plan (since there is more than 30% impervious
cover on this site) shag be approved in writing by this Office before the impacts specified in this Certification occur. The
stormwater management plan must include plans and spec3i cations for stormwater management measures which may
include providing d5fuse fluor through wooded stream buffers as long as these measures are designed to remove 85%
TSS according to the most recetft version of the NC DENR SLormwater Best Management Practices Manual. Also,
before any permarserrt being is occupied at the suhied site, the facilities, as approved by this Office, shall be
constructed and operatioir?, and the stormwater managemend plan, as approved by this Office, shall be implemented.
The structural s`.orrrrrrater pczztices and well as drainage patterns must be maintained in perpetuity. No changes to the
stn>'cbzal stormvrater pry shall be made without written authorization from the Division of Water Quality. In
addition this plan must inca hydraulic calculations and(orsauctural measure to ensure that the wetland which
receives storrmvater will rx4 be adversely affected.
If you do not accept any ct the conditions of this cerff=tion, you may ask for an adiudcatory hearing. You must act
within 60 days of the date that y?cu receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 1508 of the North Carc&z General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certifim5on and its conditions are final and binding unless you ask for a hearing.
Nerh Ca.-ccra D'fzx n d Water Ouarty, 401 Yle-, x Cer-.2:7 .cri Uri2,
1650 LW Serer C-:r s, Pzieigti, NC 27699-1650 Wing Ad*ess)
2321 Cra: tree Es/d., Pa/eigN NC 27604-2260 (Location)
AI A T'fj 'fGC /-Fi??-1 M f1 'f•Y) CO!'h /t....\ L.?...IL.M ..... r??.......r ? /
Page 2 of 2
r'
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in DWQ's Mooresville Regional Office at 704-663-1699 or John Dorney at in
Raleigh 919-733-1786.
sincerely,
regory J. orpe, Ph. D
Ming Director
Attachments
cc: Corps of Engineers Ashveille Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Sandy Smith. Ecoscience; 1101 Haynes Street, Suire 101, Raleigh, NC 27604
Guy Peters, ESP Associates; PO Box 7030, Charlotte, NC 28241
?st.?.? o l
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ESP ASSOCIATES, PA.
- engineering•surveying•planning t1 - /1UI
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Friday, November 2, 2001

Mr. John Dorney
NC Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: DWQ # 01-1130, Union County - Section 404 Permitting for Impacts Associated with Stream
Crossings at Harrison Park residential develonment
Dear Mr. Dorney:
We are writing to follow up on your letter of October 22, 2002, which was received at our office on Thursday
November 1, 2002, concerning the referenced project. We anticipated the requests and recommendations
stated in your letter as a result of discussions with Mr. Mike Parker of the Mooresville DWQ Regional Office
during the week of October 15-19.
We met with Mr. Parker on October 17, 2001, and reached agreement on changes required to the project plans
and the permit application that would lead to a recommendation for approval. An amendment to the
application produced as a result of our meeting was provided to Mr. Parker via courier on Thursday October
18. Seven additional copies of the amendment were to have been delivered to your office on Monday
morning, October 22, but as we understand it, you have not yet received them. By mid-afternoon today, you
will receive a substitute set via courier.
We also understand that amended recommendations - for approval - sent electronically by Mr. Parker last
week were undeliverable until today because of technical difficulties with mail servers. We are sorry for the
seeming difficulties with providing you complete information upon which to base your evaluation of the 404
permit application, but we trust that these difficulties will be cleared up before the close of business today.
Please call if you have any questions cr if you need more infcrmaticn. We appreciate your prompt
consideration of Mr. Parker's amended recommendations and the amendment package to be delivered today.
Sincerely,
ESP Associates, P.A.
y Peters, PE
Senior Project Engineer
cc: Mr. Mike Parker, NCDWQ; Mr. Jim Praechtl, Crossman Communities;
Mr. Sandy Smith, Ecoscience Corporation; project file
gp OJ30 dcnr 1022 letter response.doc
? Guy P. Peters, PE gpeters a espassoccont 704 409 2950
O Corporate Office, P0. Box 700, Pineville, AC 28134, [phone] Far (704) 5834950
? Raleigh O,Qice, 961 Trinity Rd., Raleigh, A'C 27607, [phone] Fax [phone] ? Whttington Office, P.O. Box 370, Biwga«; NC 28425, [phone] Fax [phone]
f'F _110212001 11:44 ESP ASSOCIATES P.A. 4 1919733SE93 NO.450 G01
ESP ASSOCIATES, P. A.
engineering-suweyi.ng-planning
FAX- TRAM S MITTAL
To: Fax #: g 1 q. 7 33.6 6 q3
Firm: Nfflkjajjkll-,?Jaxj?40 iLij' Job 4: Qtj?n
From: 6 W Date: /I Zz-/LJ I
If you have any problems, please call 704/583.4949 and ask for:' 64tt4
Total number of pages including this cover sheet: zl
This facsimile is intended for the addressee named herein and may contain
information that is confidential. If you are not the intended or the employee or agent
responsible for delivery to the addressee, you are hereby notified that any review,
dissemination, disclosure, or copying of this communication is strictly prohibited. If
you have received this facsimile in error, please immediately notify us by telephone,
and return the original facsimile to us at the address below via the US Postal Service.
Thank you.
I`

? CarpoTWe O&C, P.O. Box 7G0, Poc rille, h'C 28134, (704) .5R?-4;19 Fitz (iil4) 583-49.50
O Raleigh Office, 961 IMn* lid, Relelgh, A'C 27607, (9J9)85S-9200F=(919)'8,18-9300 ? Wdrnuiglnn Of ire, P0. For 370, BuR rir, NCB&115, (91 U) 259-3233 Fez [phone]
11/02/2001 11:44 ESP ASSOCIATES P.A. 4 19197336593 N0.450 1;02
r-IFF -F,
ESPASSOCIATES, P. A,
engineering•surueying•planriirig
L.-
Friday, November 2, 2001

Mr. John Domey
NC Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: DWQ 4 01-1130, Union CotW - Section 404 Permitting for Impacts Associated with Stream
Crossings at Harrison Park residential development
Dear Mr. Domey:
We are writing to follow up onyour letter of October 22, 2002, which was received at our office on Thursday
November 1, 2002, concerning the referenced project. We anticipated the requests and recommendations
stated in your letter as a result of discussions with Mr. Mike Parker of the Mooresville DWQ Regional Office
during the week of October 15-19.
We met with Mr. Parker on October 17, 2001, and reached agreement on changes required to the project plats
and the permit application that would lead Loa recommendation for approval. An amendment to the
application produced as a result of our meeting was provided to Mr. Parker via courier on Thursday October
18. Seven additional topics of the amendment were to have been delivered to your office on Monday
morning, October 22, but as we understand it, you have not yet received theme, by mid-afternoon today, you
will receive a substitute set via courier.
We also understand that amended recommendations - for approval - sent electronically by Mr. Parker last
week were undeliverable until today because of technical difficulties with mail servers. We are sorry for the
seeming difficulties with providing you complete information upon wludt to base your evaluation of the 404
permit application, but we trust that these difficulties will be cleared up before the close of business today.
Please call if you have any questions or if you need more information. We appreciate your prompt
consideration of Mr. Parker's amended recommendations and the amendment package to be delivered today.
Sincerely,
ESP Associates, P.A.
P. f?;
Guy nP.? tors, PE
Senior Project Engineer
cc: Mr. Mike Parker, NCDWQ (w/ attachments); Mr. Jim Praechtl, Crossman Comrntuuties (w/
attachments); Mr. Sandy Smith, Ecoscience Corporation; project file
gp OJ30 dent 10221ettu lu puiue.auc
0 Guy R Peters, PE gpeters(ienpussocco)n 704 409 2950
0 Corporate Office, P.n. nox Tao, PDicvigc, NC 25134, (704) 533-49491'ax f 7a4) 543-4950
0 Raleigh Off ice, 961 ft ity Rd, Rdeigk NC 27607, (919)1358.9100 Fax [phone]U(J 0 M[mingron U,Tice, P.U. Uax 370, Durga»; NC 23425, (910) 259-J2321'ar [phone]
ESP ASSOCIATES, P.A.
P.O. Box 7030
CHARLOTTE, NORTH CAROLINA 2824
[phone]
TO Ale?l?l?i???%/?

911) `733 ?6q6
WE ARE SENDING YOU
G
? Shop drawings
X Copy of letter
') C/ 14 -17Zi
yX Attached ? Under separate cover via .
s X Prints ? Plans
? Change order ?
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
For approval
For your use
? As requested
? For review and comment
? FORBIDS DUE
REMARKS
? PRINTS RETURNED AFTER LOAN TO US
f / ?ti ?A l?i ?},' ??l OO rt. ; I// Gov /?-C c; / c L(C Of r I Le_? L?c? S Orc?l/? c`2c ?Z s'/-
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COPY TO fJ1 Jt-?
SIGNED: ' /7,41n
If enclosures are not as noted, kindly notify us 4aonce.
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
11TIff Mn OP 4 0 , H@101TrCTRL
DATE
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ATTENTI N
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? Samples
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? Specifications
ESPASSOCIATES, P.A.
engineering•surveying-plan ning
October 18, 2001
Mr. John Dorney
NC Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Project DWO#011130 - AMENDMENT TO Section 404 Permitting for Impacts Associated
with Stream Crossings at Harrison Park residential development in Union County, NC
Dear Mr. Dorney:
The purpose of this letter is to provide amended information concerning proposed Section 404
jurisdictional impacts at the referenced project on behalf of the applicant, Crossman Communities,
Inc. The original Section 404 permit submittal is dated July 10, 2001, and was prepared by
EcoScience Corporation. Attached are six new exhibits:
Exhibit L, a project site plan showing lot layout and building footprints, and
° Exhibits M-Q, site grading plans. Note especially Exhibits M and N showing proposed grading
near the wetlands area in the site's southeast corner.
Proposed impacts under N P#' 14, and 39 are unchanged from the on inal submittal.
Permittee contact information is also unchange . mpervious acre escribed in ec on I of the
PCN for the project increases from 31.0 acres to acres. Total site area is unchanged at 52.1 acres.
This amendment was produced as a result of our meeting with Mr. Mike Parker of the Division's
Mooresville Regional Office on October 17, 2001. The exhibits show details of the developer's
recently revised plan for subdividing the property. The wetlands area in the southeast corner of the
site is now placed in common open space. The original submittal showed the wetlands divided
among six individual lots. The developer will establish a homeowner's association to control use
and maintenance of the common open space and ensure that wetland areas remain undisturbed.
Per our meeting yesterday with Mr. Parker, the attached exhibits will be the bases for his amended
recommendation for approval of the Section 404 permit application.
Please call if you have any questions or if you need more information. Thank you for your
assistance with this project.
? Guy P. Peters, PE gpctersCa espassoacom 704 409 2950
? Corporate Qywc, P.O. Box 700, Pineville, NC 28134, [phone] Far [phone]
? Raleigh Office, 961 Trinity Rd, Raleigh, NC 27607, [phone] Far [phone] ? Ilihnington Office, P.O. Box 370, Burga t; NC 28425, [phone] Fax [phone]
Mr. Jolul Dorney
October 18, 2001
Page 2
Sincerely,
ESP Associates, P.A.
Guy P. Peters, PE
Senior Project Engineer
Attachments: Exhibit L, Exhibit M
cc: Mr. Mike Parker, NCDWQ (w/ attachments); Mr. Jim Praechtl, Crossman Communities (w/
attachments); project file
gp oj30404amendment.doc
{ f_
Oct(
ell 112CU'1 77g • SU7TQ'i77g •pla7171i77g
)ber 18, 2001
Mr. John Dorney
NC Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Project DWQ#011130 - AMENDMENT TO Section 404 Permitting for Impacts Associated
with Stream Crossings at Harrison Park residential development in Union County, NC
Dear Mr. Dorney:
The purpose of this letter is to provide amended information concerning proposed Section 404
jurisdictional impacts at the referenced project on behalf of the applicant, Crossman Communities,
Inc. The original Section 404 permit submittal is dated July 10, 2001, and was prepared by
EcoScience Corporation. Attached are six new exhibits:
° Exhibit L, a project site plan showing lot layout and building footprints, and
° Exhibits M-Q, site grading plans. Note especially Exhibits M and N showing proposed grading
near the wetlands area in the site's southeast corner.
Proposed impacts under NWP#'s 12,14, and 39 are unchanged from the original submittal.
Permitiee contact information is also unchanged. Impervious acreage described in Section XI of the
PCN for the project increases from 31.0 acres to acres. Total site area is unchanged at 52.1 acres.
This amendment was produced as a result of our meeting with Mr. Mike Parker of the Division's
Mooresville Regional Office on October 17, 2001. The exhibits show details of the developer's
recently revised plan for subdividing the property. The wetlands area in the southeast corner of the
site is now placed in common open space. The original submittal showed the wetlands divided
among six individual lots. The developer will establish a homeowner's association to control use
and maintenance of the common open space and ensure that wetland areas remain undisturbed.
Per our meeting yesterday with Mr. Parker, the attached exhibits will be the bases for his amended
recommendation for approval of the Section 404 permit application.
Please call if you have any questions or if you need more information. Thank you for your
assistance with this project.
? GuY P. Peters, PE gpetersa.espassoc. cone 704 409 2950
? Corporate Office, PO. Box 700, Pincrillc, NC 28134, (7(4) 583-4449 Fin [phone]
+ Raleigh Officc, 961 h-ir:in, Rd., Raleigh. NC 27607, [phone] Far (919),,'58-9300 O 11Fbnington Office, PO. Bair 370. 1,'I( wi NC 28- 25, [phone] Far (910)259-321j
Mr. Jolu1 Dorne?
October 18, 2001
Page 2
Sincerely,
ESP Associates, P.A.
r
Guy P. Peters, PE
Senior Project Engineer
Attachments: Exhibit L, Exhibit M
cc: Mr. Mike Parker, NCDWQ (w/ attachments); Mr. Jim Praechtl, Crossman Communities (w/
attachments); project file
gp oj30404amendmcnt.doc
401 Water Quality Cert Status for Harrison Park, Union County
Subject: 401 Water Quality Cert Status for Harrison Park, Union County
Date: Wed, 31 Oct 200109:34:40 -0500
From: Sandy Smith <[e-mail]>
To: "'[e-mail]"' <[e-mail]>
John,
I am interested in finding out about the status of a Section 401 Water
Quality Certification for a residential development called Harrison Park in
Union County. You and I talked about this site two weeks ago. At that
time, you had received a letter from the Mooresville office recommending
denial of the certification. Since that time, the developer has modified
the plan and I understand that the Mooresville office has sent an updated
letter to your office recommending approval of the certification.
The certification application was submitted to your office July 11, 2001.
DWQ requested more information to complete the certification on August 28,
2001
The requested information was provided to DWQ on August 30, 2001
I was informed Mooresville DWQ recommended certification denial in a letter
to Raleigh DWQ on October 15, 2001
I was informed Mooresville DWQ recommended certification approval in a
letter to Raleigh DWQ on October 20, 2001
The develper is apparently now in a dire economic situation and wants
approval to allow for continued site development.
I have been requested (as of yesterday, October 29, 2001) to schedule a
meeting between the developer and you at the earliest possible moment
(Thursday or Friday of this week if possible) so the developer can be
notified as to the status of the 401 Water Quality Certification and the
content of any conditions. Can you be available for a meeting to discuss
this project? (I guess an approval of the certification will eliminate the
need for a meeting.)
Also, is the 60-day time limit an issue in this situation?
Thank you for your attention.
Sandy Smith
EcoScience Corporation
Wednesday, October 31, 2001

1 of 1 11/2/017:57 AM
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harrison Park c/o Crossrnan Communities
Project Number 01 1130
Recvd From APP
Received Date 7/24/01
Recvd By Region 9/18/2001
County UNION
County2
Region Mooresville
Project Type residential development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O Y O N F-- 11-138 F-EF-30,838. F-- 642.00
39 SEEP O Y O N F-F_F__F_-F_F_
12 Stream O Y _&N Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y @N Did you request more Info? O Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond @ Deny
Provided by Region: Latitude (ddmmss) 345545 Longitude (ddmmss) $04506
Comments:
Applicant has proposed to construct a residential development, which will result in impacts to approx.
560 linear feet of a non-mitigatable channel under NWP #39. This channel is designated as Stream
No. 3 on the plan submitted by the applicant- There was no aq uatic We (nor water) observed in the
channel at the time of the site visit, however, the area is in the midst of a 3-year drought, which most
likely has affected the area's groundwater table and negatively affected stream flows. It is suspected
that aquatic, life would inhabit this channel during normal rainfal l years. Other impacts proposed
include a roan crossing using NWP 414 (81 linear feet,), and a sewer line (NWP 412), both of which
will result in impacts to Stream No. 1 as designated on the appl icant's site plan. Also existing on the
southeastern portion of the site is a channel designated as Stre am No. 2 on the site plan. Although
nmpacts were not proposed to this channel in the applicant's 40 1 request, the channel and
surrounding area have been cleared and grubbed. plus the site plan shows lots whose boundaries
pass over the channel,
cc: Regional Office
Central Office Page Number 1
Facility Name Harrison Park c/o Crossman Communities
Project Number 01 1130
Comments (continued from page 1):
Date: 10/22/2001
The most likely scenerio is that future lot owners would fill th is channel inorderr to construct homes on
these lots
Immediately upstream of Stream No. 2 is a 0.88 acre wetla nd that at one time was hydrologically
connected to Stream No. 1 through Stream No. 2. This wetl and area is not proposed to be impacted
even though the applicant shows lots on the site plan: some of which have 50% and more of their
usable area affected by the wetland. Even though this wetl and area would ty ir1 Bally be expected to be
protected in the 401 by deed restrictions, there is no way th at residential building can occur on any of
the affected lots without some impact to the wetlands, For e xamphsonsiderable fill would be
necessary to lots numbers 27,x$, and 35 inorder to bring th e lots up to grade and eliminate expected
seasonal ponding. Furthermore, the channel which drains t he wetland passes through lots 38, 37,
and 38. Fillina of this channel would be necessary inorder t o build on any of these three lots. Any fill
in this channel may hydroglogically isolate the wetland-and eventually lead to its demise. For this
reason, approval cannot be recommended for this project b ased on the proposed site layout as the
protection of existing wetlands and/or channels cannot be g uaranteed. Complete avoidance of the
0.88 acre wetland is recommended if the Division is to allow filling of Stream No. 3.
- ---------------- --------
On October 172001}a meeting was held in the MRO to dis cuss the issues surrounding the potential
impact of the wetland as discussed in the narrative above. Attending this meeting was Mike Parker
with the MRO, Guy Peters, with ESP Associates, and Jim P raechtl with Crossman Communities. At
the meeting, Mr. Peters provided a revised site man that ref lected a different design and layout of the
Harrison Park site than was submitted in the original 401 ap plication. Instead of single family units,
the site has been redesigned using townhomes that are sur rounded by open space common to all
residents of the development. The large wetland that lies in the southeastern part of the site is now
protected as open space. A homeowners association will c ontrol use and maintenance of this open
ynace . insure that the wetland remains undisturbed. The site plan also shows a stormwater
drainage pine that enters the wetland at it's upper (upstream ) end. As suggested by Mr. Parker during
the meetin% the applicant has included a level spreader at t he outlet of the stormwater drain, which
should help prevent excessive SW flow from creating a cha nnel through the wetland due to scouring.
Based on the site plan amendments as submitted by the ap plicant and received in this Office on
October 19, 2001, the staff of this Office recommends issua nce of the 401 Certification.

County UNION
Regional Contact: Michael L Parker
cc: Regional Office
Central Office Page Number' 2
OF WATFq Michael F. Easley; Governor
O W01am G. Ross Jr., Secretary
?n North Caro!ina Department of Environmert and Natural Resources
>` - Gregory J. Thorpe, Ph.D.
p -? Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1130
Union County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Dan Hanley
Crossman Communties, Inc.
4339 Stuart Andrew BLVD
Suite 200
Charlotte, NC 28218
Dear Mr. Hanley:
The Division of Water Quality has reviewed your plans for discharge of fill material into 560 linear feet of streams located at Harrison
Park residential development in Waxhaw, Union County for residential development. Insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore,
unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as
required by 15A NCAC 2H .0507 (e) and will place this project on hold as incomplete until we receive this additional information, we are
requesting ( by copy of this letter) that the U. S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must constructed as planned and that you have
no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you avoid future impacts to the 0.88 acre
wetland and the down stream channel. Specifically we recommend that you relocate Chadwell Court and cul-de-sac at the end of
Harrison Park Drive to be sure that these lots are buildable without future fill.
Please respond within three weeks of this letter by sending a copy of this information to me and one copy to Mooresville Regional
Office at 919 North Main Street Mooresville, NC 28115. If we do not hear from you in three weeks, we will assume that you no longer
want to pursue this project and we will consider the project as withdrawn. If you have any questions, please telephone Todd St. John
at 919-733-1786 or Mike Parker at our Mooresville Regional Office at 704-663-1699.
cc:
Mooresville DWQ Regional Office
Asheville Corps Engineers
Central Files
File Copy
Gary Peters; ESP Associates, P. 0. Box 7030; Charlotte, NC 28241
Sandy Smith; EcoScience;1101 Haynes St; Suite 101; Raleigh, NC 27604
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
N DENR
Customer Service
1 800 623-7748
?VIATF Michael F. Easley
?p RQ Governor
O G
? f William G. Ross, Jr, Secretary
Department of Environment and Natural Resources
p 'C Kerr T. Stevens
Division of Water Quality
2?)-I U 0 J 22- , 2001 D
D T?j?A Project# (?
County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
G
Q
Dear Mr. I CI 4
The Divisi of Water Quality has reviewed your plans for the di harge of fill material
into , o D linear feet of streams a; d& aef UaRds located at
in tl«? County for Yeti l . Insufficient evidence is
present in our files to conclude that your project must be built as planned in waters and/or
wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal
are made as described below, we will have to move toward denial of your 401 Certification as
required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we
receive this additional information, we are requesting (by copy of this letter) that the U.S. Army
Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Specifically can you 7 Any documentation such as
maps and narrative that you can supply to address alter tive L s for your project may by
helpful in our review of your 401 Certification.
ti? bv osat-is-itfisuff;ciEL
Please respond within three weeks of the date oft i
information to me and one copy to aorzyv it)-e- Regio
we do not hear from you in three weeks, we will assume that
ro. t and we will consider the project as withdrawn. If you ha
D g ?g.6? y,, at 919-733-1786 or
Office at
fit; k? p?tz?
- Sincerely, - -
John R. Domey
cc:
4 M
MEET-

s letter by sending a copy of this
al Office at . If
you no longer want to pursue this
e any questions, please telephone
our MarE"-\;My Regional

Division of Water Quality
Wetlands/401 Unit: [phone]
?'V \l DWQ Regional Office
Field Office Corps of Engineers
Central Files
File Cop ?, .
ES J /A5S°C IA{,
1650 Mail Service Center Raleigh, NC 27699-1650
MEMORANDUM
TO: John Dorney Regional Contact: Michael L Parker
Non-Discharge Branch WQ Supervisor: Bex Gleason
Date: 10.122-12001
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harrison Park c% Crossman Communities County UNION
Project Number 01 1130
Recvd From APP
Received Date 7/24/01
Recvd By Region 9/18/2001
Project Type residential development
County2
Region Mooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O Y O N F__ 11-138 F _E? 30,838. ?- 642.00
39 SEEP O Y O N F-F-F-F-F_ F_ F_
12 Stream P f O N F-F-F I-- F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y ® N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 345545 Longitude (ddmmss) 804506
Comments:
Applicant has proposed to construct a residential development, which will result in impacts to approx.
560 linear feet of a non-mitigatable channel under NWP #39. T his channel is designated as Stream
No. 3 on the plan submitted by the applicant- There was no aq uatic life (nor water) observed in the
channel at the time of the site visit, however-the area is in the midst of a 3-year drought, which most
likely has affected the area's groundwater table and negatively affected stream flows. It is suspected
that aquatic life would inhabit this channel during normal rainfal l years. Other impacts proposed
include a road crossing using NWP 414 (81 linear feet), and a sewer line (NWP #12), both of which
will result in impacts to Stream No. 1 as designated on the ap
nl icant's site plan. Also existing on the
r
southeastern portion of the site is a channel designated as Stre am No. 2 on the site plan. Although
impacts were not proposed to this channel in the applicant's 40 1 request- the channel and
surrounding area have been cleared and grubbed, lus the site plan shows lots whose boundaries
pass over the channel.
cc: Regional Office
Central Office Page Number 1
Facility Name Harrison Park c/o Crossman Communities
Project Number 01 1130
Comments (continued from page 1):
Date: 10/22/2001
The most likely scenerio is that future lot owners would fill this channel inorder to construct homes on
these lots
Immediately upstream of Stream No. 2 is a 0.88 acre wetland that at one time was hydrologically
connected to Stream No. 1 through Stream No. 2. This wetland area is not proposed to be impacted
even though the applicant shows lots on the site plan; some of which have 50% and more of their
usable area affected by the wetland. Even though this wetland area would tv ip cally be expected to be
protected in the 401 by deed restrictions, there is no way that residential building can occur on any of
the affected lots without some impact to the wetlands. For example, considerable fill would be
necessary to lots numbers 27,2$, and 35 inorder to bring the lots up to grade and eliminate expected
seasonal ponding. Furthermore- the channel which drains the wetland passes through lots 36.27.
and 38, Filling of this channel would be necessary inorder to build on any of these three lots. Any fill
in this channel may hydroglogjcaljy isolate the wetland-and eventually lead to its demise. For this
reason- approval cannot be recommended for this eject based on the proposed site layout as the
protection of existing wetlands and/or channels cannot be guaranteed. Complete avoidance of the
0.88 acre wetland is recommended if the Division is to allow filling of Stream No. 3.
On October 172001, a meeting was held in the MRO to discuss the issues surrounding the potential
impact of the wetland as discussed in the narrative above. Attending this meeting was Mike Parker
with the MRO, Guy Peters- with ESP Associates, and Jim Praechtl with Grossman Communities. At
the meeting, Mr. Peters provided a revised site map that reflected a different design and layout of the
Harrison Park site than was submitted in the original 401 application. Instead of single family units,
the site has been redesigned using townhomes that are surrounded by open space common to all
residents of the development= The large wetland that lies in the southeastern part of the site is now
protected as open pace. A homeowners association will control use and maintenance of this ogen_
space to insure that the wetland remains undisturbed. The site plan also shows a stormwater
drainage pipe that enters the wetland at it's upper (upstream) end. As suggested by Mr. Parker during
the meeting, the applicant has included a level spreader at the outlet of the stormwater drain, which
should help prevent excessive SW flow from creating a channel through the wetland due to scouring.
Based on the site plan amendments as submitted by the applicant and received in this Office on
October 19- 2001. the staff of this Office recommends issuance of the 401 Certification.
County UNION
Regional Contact: Michael L Parker
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harrison Park e% Crossman Communities
Project Number 01 1130
Recvd From APP
County UNION
County2
Region Mooresville
Received Date 7/24/01 Recvd By Region 9/18/2001
Project Type residential development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
dip IdI _
Feet
Req,
F14 Stream O Y O N r- 11-138 F c F- 30,838. F_ ,? 642.00 Tfl_
12 Stream O Y N I -F_-1_-F_-F-F_ I -
Mitigation Wetland
MitigationType Type Acres Feet
7 377 7_1
Is Wetland Rating Sheet Attached? O Y 0 N Did you request more Info? O Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y ON Recommendation: O Issue O Issue/Cond *Deny
Provided by Region: Latitude (ddmmss) 345545
Longitude (ddmmss) 804506
Comments:
Applicant has proposed to construct a residential development which will result in impacts to approx.
560 linear feet of a non-mitigatable channel under NWP #39. This channel is designated as Stream
No. 3 on the plan submitted by the applicant. There was no aquatic life (nor water) observed in the
channel at the time of the site visit, however} the area is in the midst of a 3-year drought- which most
likely has affected the area's groundwater table and negafiyely affected stream flows. It is suspected
aquatic life would inhabit this channel during normal rainfall years. Other impacts (Lposed
include a road crossing using NWP #14 (81 linear feet), and a sewer line ( P #12), both of which
will result in impacts to Stream No. 1 as designated on the applicant's site plan. Also existing on the
southeastern portion of the site is a channel designated as Stream No. 2 on the site plan. Although
6mpacts were not proposed to this channel in the applicant's 401 request, the channel and
surrounding area have been cleared and grubbed plus the site plan shows lots whose boundaries
pass over the channel
cc: Regional Office
Central Office Page Number 1
Facility Name Harrison Park c/o Crossman Communities County UNION i
Project Number 01 1130 Regional Contact: Michael L Parker
Date: 10/8/2001
Comments (continued from page 1):
The most likely scenerio is that future lot owners would fill this channel border to construct homes on
these lots.
Immediately upstream of Stream No. 2 is a 0.88 acre wetland that at one time was hydrologically
connected to Stream No. 1 through Stream No. 2. This wetland area is not proposed to be impacted
even though the applicant shows lots on the site plan; some of which have 50% and more of their
usable area affected by the wetland. Even though this wetland area would tyx i? eally be expected to be
protected in the 401 by deed restrictions, there is no way that residential building can occur on any of
the affected lots without some impact to the wetlands. For example, considerable fill would be
necessary to lots numbers 27. 28- and 35 inorder to bring the lots up to arade and eliminate expected
seasonal gQndjug. Furthermore, the channel which drains the wetland passes through lots 36, 37.,
and 38. Filling of this channel would be necessary inorder to build on any of these three lots. Any fill
in this channel may hydropiog*caljy isolate the wetland,and eventually lead to its demise. For this
reason, approval cannot be recommended for this project based on the proposed site layout as the
protection of existing wetlands and/or channels cannot be guaranteed. Complete avoidanc6of the
6-88 acre wetland is recommended if the Division is to allow filling of Stream No. 3.
cc: Regional Office
Central Office Page Number 2
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PERRY BROTHERS DEVELOPMENT
5600 Rock Service Station Road
Raleigh, North Carolina 27603
August 31, 2005
RE: Sunset Pointe Subdivision
To Whom It May Concern:
We have acquired title to that piece of property that will be known as
Sunset Pointe Subdivision upon recordation of the plat. It is our intention
and promise that we will record in connection with the aforementioned
property, restrictive covenants that contain a paragraph indicating that the
impervious soils shall be limited to 29%. In addition, we will insure that this
restriction is placed on the recorded plat. By taking these steps, every lot
will be bound by this requirement.
Further, we understand that if a compliance inspection reveals an
impervious area of 30% or greater that we will be required to comply with
the requirements of Condition 4 in GC 3402. +tr1rrrr,,
Sincerel
Perry rother Developm t
v: ?OTAf?y N
?y'•• 'Ot/ B l-\G
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hrrrnr«
Sworn to and subscribed before me this day of August, 2005
Notary Public
My Commission Expires: -1- oZ o b
W AT ?RQG
--I
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 19, 2004
Prism Real Estate Services, Inc.
Attn: Angela L. Short
PO Box 18712
Charlotte, NC 28218
[phone] (Phone)
[phone] (Fax)
Subject Property: Harrison Park Subdivision, Waxhaw, NC
Dear Ms. Short,
Alan W. Klimek, P.E. Director
Division of Water Quality
DWO Project No. 01-1130
Union County
On June 28, 2004, the Division of Water Quality (DWQ) received your letter and restrictive covenants
regarding Harrison Park Subdivision. On October 7, 2002, the DWQ approved the use of General Water
Quality Certifications 3287, 3288 and 3289 to impact streams and wetlands to develop the subdivision.
The October 7th approval included several conditions. Condition Number 3 required that "in no case shall
the impervious area of the site exceed 30%". Section 4 "Impervious Area Restrictions" of the restrictive % covenants that you attached to your June 28th letter appears to\have been developed to ensure
compliance with Condition No. 3 of the DWQ approval. Section`4 states that; "All Owners of Lots shall
not be able to alter or add any structure or ground cover to a lot which prevents the absorption of surface
water into the soil of the Lot. This shall include any structure or ground cover consisting of asphalt,
concrete, stone, brick, terrazzo, roofing, ceramic tile or any other natural or manmade material that
prevents the absorption of surface water into the soil of the Lot."
In our previous phone conversations, you requested whether sheds, decks, patios, outbuildings, pools or
fences are considered impervious by the DWQ. The DWQ defines "built-upon area" as "that portion of a
development project that is covered by impervious or partially impervious cover including buildings,
pavement, gravel areas (e.g. roads, parking lots, paths), recreation facilities (e.g. tennis courts), etc.
(Note: wooden slatted decks and the waterarea of a swimming pool are considered pervious.) [15A
NCAC 02B.0202]. Based on this definition, sheds, patios and outbuildings would be considered
impervious. However, slatted decks, fences and the water area of a swimming pool are considered
pervious.
hope that this information is helpful in your implementation of the restrictive covenants of Harrison Park
Subdivision. Please note, however, that the restrictive covenants may be more restrictive than the DWQ
definition in that they prevent the addition of any structure or ground cover that prevents the absorption of
water into the soil. As such, a swimming pool may not be allowed under your covenants.
Please contact me at [phone] or bob.zarzeckiQncmail.net if you have any additional questions.
Sincerely,
Bob Zarzecki, ES-III
N.C. Division of Water Quality
Cc: DWQ Mooresville Regional Office
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: http://h2o.cnr.state.nc.tis/nc Aetlands
Noy` Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
OtO? W A T ?9?G
co
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
May 20, 2002
DWQ # 01-1130
Union County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Dan Hanley
Crossman Communties, Inc.
4339 Stuart Andrew BLVD
Suite 200
Charlotte, NC 28218
Dear Mr. Hanley:
The Division of Water Quality has reviewed your request to modify the 401 Water Quality Certification, dated November 2, 2001, for
the proposed development of Harrison Park residential development in Waxhaw, Union County. Insufficient evidence is present in our
files to conclude that you will be able maintain less than 30% impervious cover necessary to avoid the need for a stormwater
management plan as specified in condition no. 2. Specifically, there are no provisions for walkways, patios, sidewalks or other
impervious cover in the proposed development plan. Therefore, your request to modify the 401 Water Quality Certification is not
approved.
If you have any questions, please telephone Todd St. John at 919-733-1786 or Mike Parker at our Mooresville Regional Office at
704-663-1699.
Sincerely,
rny ??
cc: Mooresville DWQ Regional Office
Asheville Corps Engineers
Central Files
File Copy
Gary Peters; ESP Associates, P. 0. Box 7030; Charlotte, NC 28241
Sandy Smith; EcoScience;1101 Haynes St; Suite 101; Raleigh, NC 27604
_i?
9-;
Nf70EMR
Wetlands/401 Unit 1650 Mail Service Center Raleigh. NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
r
o?o? W AT
O `C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J.Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 2, 2001
DWQ# 01-1130
Union County
Mr. Don Hanley
Crossman Communities
4339 Stuart Andrew Blvd.
Suite 200
Charlotte, NC 28217
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hanley.
You have our approval, in accordance with the attached conditions, to place fill in 642 linear feet of streams (including
0.026 acres of waters of the U.S. as described in the letter of July 10, 2001 sent by Sandy Smith, Ecoscience) of wetlands
tributary to Twelve Mile Creek in order to construct the Harrison Park. subdivision in Union County, as described in your
revised application received by the Division of Water Quality on October 24, 2001 (dated October 18, 2001). After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers3288,
3289 and 3287, which can be viewed on our web site at httDJ/h2o.enr.state.nc.us/ncwetlands. These Certifications allow
you to use Nationvride Permit Numbers 12, 14 and 39 when they are issued by the U.S. Army Corps of Engineers. 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 aJ conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as descrbed 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. Deed notific t- or sumlar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds and a-5r-fxt epar. r;-bL,,feralcng-the-South Fcrl:,Catawba7River These
mechanisms shag be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later). A sarrp?_-- deed nag-cation format can be downloaded from the 401/Wetiands Unit web site;
2. An additional condition is that a foal, written stormwater management plan (since there is more than 30% impervious
cover on this site) shall be approved in writing by this Office before the impacts specified in this Certification occur. The
stormwater managemer-,t plan must kx:iude plans and specifications for stormwater management measures which may
include providing d-dfuse florr fflrough wooded stream buffers as long as these measures are designed to remove 85%
TSS according to the most recent version of the NC DENR Stormwater Best Management Practices Manual. Also,
before any permanerl burl Eng is occupied at the subject site, the fadlities, as approved by this Office, shall be
constructed and opesatior>al, and the stormwater management plan, as approved by this Office, shall be implemented.
The structural s4xwieatar practices and well as drainage pattems must be maintained in perpetuity. No changes to the
structural stormwater prat- shag be made without written authorization from the Division of Water Quality. In
addition this plait must ircbde hydraulic calculations and/or structural measure to ensure that the wetland which
receives stornwrater %U not be adversely affected.
If you do not accept arrf of the c ortdrtions 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 th?e North Carv/ma General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447- This or-11tTrabon and its conditions are final and binding unless you ask for a hearing.
tZcr.h Care ra Fxe--,cn of V/a2r Quality, 401 Wetlands Certification Unit,
1 650 LW- Oar t , P1s?, NC 27699-1650 (Maaing Address)
2221 Cratsr? r. , Pafe-44 NC 27604-2260 (Location)
r..1. ?.s.??... n t% _P" corn /$--I ?......rM1.n .......................r..........r....,?.,?

Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in DWQ's Mooresville Regional Office at 704-663-1699 or John Dorney at in
Raleigh 919-733-1786.
§incerely,
J. Ph. D
regorY &orpe,
9
sting Director
Attachments
cc: Corps of Engineers Ashveille Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Sandy Smith. Ecoscience; 1101 Haynes Street, Suire 101, Raleigh, NC 27604
Guy Peters, ESP Associales; PO Box 7030, Charlotte, NC 28241
Wetlands Tracking
401 s
Facility Name Harrison Park c/o Crossman Communities
Project Number O1 1130 ? Express
Project Type purpose of residential development I County UNION
Location UT Twelvemile Creek Waxhaw I County2
Received From APP
Received Date July 24, 2001
Sent to Region Date 9/4/2001
Rcvd Region Date
Last Action Date October 7, 2002
Last Action Issue General
Latitude (ddmmss) 345545
Longitude (ddmmss) 804506
Public Notice Written
Date
COE ID # Region Mooresville
COE Susp Date Reg. Contact Alichacl L Parker
DCM Susp Date APPLICATION FEE INFO
TIP Number Payment Date 7/24/2001
More Info Requested 8/14/2001 Amount Paid $400.00
More Info Received Payor Crossman
Mitigation ? N Check it 34797&34798
COC Received Date
Public Notice Comment Period
ReceivedDate Ends Date
Certificates Stream Area Area Length Length
acres
Permit Wetland Wetland Stream Class Wetland ( (acres); (feet) i (feet)
Type Cert # Type Impact Score Index Prim. Supp. Subbasin Class Req. Appr. ! Req. Appr.
14 3289 Stream O Y O N 11-138 C 030838 , stream 642.00 642.00
39 1 3287 SEEP 1 O Y ON non 0.03 -J'
12 f 3288f Stream ,O Y O N stream
Total for 401: 0.03 642.00
Stream Impacts (ft.)
Peren- Inter-
nial mittent
W RP Mitigation
Mitigation Project Wetland Wetland Area Length Completion
Number Type Class (acres) (feet) Date Subbasin
MitigationType
li' l
Total Mitigation:
642.00

1J 1
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v S kncz)
o S oti b l ?v
3-1
T
Jul 29 04 04:08p Homeowners Division [phone] ' p.1
PRISM REAL ESTATE SERVICES, INC.
POST OFFICE BOX 18712
CHARLOTTE, NC 28218
[phone] FAX [phone]
DATE:
TO:
FROM:
June 28, 2004
Mr. Bob Zarzecki
Angela L. Short

RE: Harrison Park Subdivision, Waxhaw, NC (Union County)
PAGES (INCLUDIN T COVERSHEET): --L-
Dear Mr. Zarzecki:
Thank you so very much for your time today. It was truly a pleasure and quite
have searched our records looking for the permit(s) that the developer received
Engineers and/or Water Quality and could not find anything.
As we discussed I am specifically looking for is what is considered impervious
additional improvements to an existing home; i.e. are decks with spacing betwc
slats; accessory buildings that are piers that are not touching the ground, etc. I
get some type of letter, using layman language, to provide to my homeowners s
comprehend this matter.
I am forwarding the CCR pages regarding the water absorption and the Nationw
Crossman was the original developer; however, Beazer Homes has since purcha:
Should you need any additional information, please do not hesitate to give me a
again for all your help. Best wishes.

ormative. I
the Corps of
or purposes of
n the wooden
could like to
that they can
de Permit #39.
ed Crossman.
,all. Thanks
JUL-29-2004 THU 14:47 TEL:[phone] NANE:DWQ-WETLANDS P. 1
Jun 28 04 04:05p Homeowners Division [phone] p.1
PRISM REAL ESTA'T'E SERVICES, INC.
POST OFFICE BOX 18712
CHARLOTTE, NC 28218
[phone] FAX [phone]
DATE:
TO:
FROM:
RE:
June 28, 2004
Mr. Bob Zarzecki
Angela L. Short

Harrison Park Subdivision, Waxhaw, NC (Union County)
PAGES (INCLUDING COVERS E T : -7)T
Dear Mr. Zarzecki:
Thank you so very much for your time today. It was truly a pleasure and qui
have searched our records looking for the permit(s) that the developer receivf
Engineers and/or Water Quality and could not find anything.
ormative. I
the Corps of
As we discussed Fam specifically looking for is what is considered impervious for purposes of
additional improvements to an existing home; i.e. are decks with spacing betty en the wooden
slats; accessory buildings that are piers that are not.touching the ground, etc. I ould like to
get some type of letter, using layman language, to provide to my homeowners that they can
comprehend this matter.
I am forwarding the CCR pages regarding the water absorption and the Nations ide Permit 439.
Crossman was the original developer; however, Beazer Homes has since purchased Crossman.
Should you need any additional information, please do not hesitate to give me ? call. Thanks
again for all your help. Best wishes.
JUN-28-2004 1-10H 14:46 TEL:[phone] NAME:DWO-WETLANDS P. 1
Jun 28 04 04:05p Homeowners Division [phone]
OK 194QPG614
reconstruct or repair his residence in accordance with revisions in the
specifications. The Board or said committee shall grant such requests only it
that the proposed change or deviation will materially benefit and enhance the eni
in a manner generally consistent with the plan and development thereof.
ARTICLE IX
USE RESTRICTIONS
p.2
plans and
.the event
ire Project
Section 1. Residential Use. All Lots in the tract shall be known and d scribed as
residential Lots. No structure shall be erected, altered, placed, or permitted to remain on
any residential building Lot other than one detached single-family dwelling or o e attached
single-family dwelling, not to exceed two and one-half (21/2) stories in he ght. The
foregoing notwithstanding, it shall be permissible, only if approved by the Dech rant or the
board in advance, for Owners to conduct certain business or commercial activities within
their residence which do not conflict with local zoning ordinance restrictions and
regulations. No such activity shall be conducted which shall unduly burden tr iffic flows
within the Property or cause the parking of non-resident vehicles upon the street for
unreasonable or excessive periods of time...,It shall be within the discret on of the
Declarant or the Board to determine, on a case-by-case basis, which comir. rcial and
business activities will be compatible with the residential nature of the subdivi ion. This
restriction shall not apply to model homes, sales trailers, construction trailer used by
Declarant and its agents and contractors in the conduct of their business for col pletion of
sales.
Section 2. Buffers. A 35' minimum buffer shall be maintained betwee Harrison
Park and The Oaks subdivision. At the creek this buffer shall begin at the top f the creek
bank. There shall be a 30' buffer along both sides of the `Vaxhaw Parkway. All 16"
caliper trees or larger if removed would need to be replaced at a 1:1 ratio fo disturbed
areas within the buffer.
Section 3. Wetlands and Open Waters/Streams. Harrison Park is subject to
regulatory wetlands and open waters or jurisdictional streams. Any subseq ent fill or
alteration to any lot which has wetlands or jurisdictional streams shall conform to the
requirements of the state wetland rules adopted by the State of North Carolina. The intent
of this provision is to prevent additional wetland fill, so the property owner hould not
assume that a future application for fill would be approved. The intent is to ensure
continued compliance with wetland rules adopted by the State of North Carolina and,
therefore, benefits may be enforced by the State of North Carolina. Before making any
alteration to any lot which has wetlands or jurisdictional streams conta t the NC
16
JUN-28-2004 NON 14:46 TEL:[phone] NAME:DWQ-WETLANDS P. 2
Jun 28 04 04:06p Homeowners Division [phone] p.3
. ?K?940QG615
DENR/Division of Water Quality, Wetlands Unit, 1621 Mail Service Center, leigh, NC
27699-1621.
Section 4. Impervious Area Restrictions. All Lots in Harrison Park are subject
to impervious area restrictions. All Lots in Harrison Park are regulated b the North
Carolina Division of Water Quality General Certification for Nationwide rmit #39,
which limits any future improvements that create additional impervious area o any of the
Lots. All Owners of Lots shall not be able to alter or add any structure or grand cover
to a lot which prevents the absorption of surface water into the soil of the Lot. This shall
include any structure or ground cover consisting of asphalt, concrete, stone, brick,
terrazzo, roofing, ceramic tile or any other natural or manmade material that revents the
absorption of surface water into the soil of a Lot. These impervious area restri tions apply
only to alterations and additions after the Owner has purchased the Lot from th Declarant
and Declarant is not subject to these impervious area restrictions in the initial nstruction
of the house and improvements on a Lot or at any other time.
Section 5. Building Setbacks. No building shall be erected on any resi ential Lot
nearer to any street line than the building setback lines shown on the recorde map, and
with respect to a corner lot no residence or other building shall be located nearer to the
side street line than the building setback lines shown on the recorded map. ith respect
to corner lots the front lot lines shall be deemed the street line having the short r frontage,
and any residence erected on such corner lot shall face the front lot line. No building,
garage, carport, or other accessory building and structure incidental to the residential use
of the lots shall be located nearer to a side lot line than permitted by the Town f Waxhaw
or the Union County zoning ordinances as such ordinances change from time t time. For
purposes of determining compliance or noncompliance with the foregoing h ilding line
requirements, porches, terraces, eaves, wing-walls, and steps extended beyon the outside
wall of a structure shall not considered as part of the structure, provided, however, that
this provision shall not be construed to authorize or permit encroachment of a y structure
upon any easement shown on the recorded plat or reserved herein or upon an other Lot.
Section 6. Exterior Dwelling Requirements. All dwellings on a Lo shall have
exterior treatments of brick or vinyl siding. All single-family detached houses on
Single-Family Detached Lots shall have masonry (brick) as a part of the front levation of
the house. All houses constructed on a Lot which are built on a slab foundatio shall have
a four course brick masonry veneer skirt extending up the face of the front elevation of the
slab. On all Lots, the wall of the architectural front of a residential structure hall not run
unarticulated for a distance greater than twenty-four (24) linear feet. Roofs rust have a
minimum of a 6 to 12 pitch.
17
.JUN-28-2004 MON 14:47 TEL:[phone] NAME:DWQ-WETLANDS F. _
?0? W A T?9P
?? r
o ?
October 7, 2001L
DWQ# 01-1130
Union County
Mr. Don Hanley
Crossman Communities
4339 Stuart Andrew Blvd.
Suite 200
Charlotte, NC 28217
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hanley:
You have our approval, in accordance with the attached conditions, to place fill in 642 linear feet of streams
(including 0.026 acres of waters of the U.S. as described in the letter of July 10, 2001 sent by Sandy Smith,
Ecoscience) of wetlands tributary to Twelve Mile Creek in order to construct the Harrison Park subdivision in
Union County, as described in your revised application received by the Division of Water Quality on October 24,
2001 (dated October 18, 2001) and your request for a modifications received September 27, 2002. After
reviewing your application, we have determined, this fill is covered by General Water Quality Certification
Numbers 3288, 3289 and 3287, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands.
These Certifications allow you to use Nationwide Permit Numbers 12, 14 and 39 when they are issued by the U.S.
Army Corps of Engineers. 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. Alsp 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:
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 and a 50-foot riparian buffer along the South Fork
Catawba River. 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;
2. The stormwater management plan dated September 23, 2002 that includes providing diffuse flow through
wooded stream buffers must be constructed and operational before any permanent building is occupied at the
subject site. The structural stormwater practices and well as drainage patterns must be maintained in

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/newetlands
perpetuity. No changes to the structural stormwater practices shall be made without written authorization from
the Division of Water Quality. In addition this plan must include hydraulic calculations and/or structural
measure to ensure that the wetland, which receives stormwater will not be adversely affected.
3. The attached table, prepared on your behalf by E.S.P. Associates, P.A., and dated April 8, 2002, that indicates
the foot prints, mix, and numbers of the dwelling styles and associated impervious coverage's shall not be
exceeded. In no case shall the impervious area of the site exceed 30%.
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 telephone Mike Parker in DWQ's Mooresville Regional Office at 704-663-1699
or John Dorney at in Raleigh 919-733-1786.
Sincerely,
JRD/bs
Attachments
F.Klimek, P.E., '"recto
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
Kevin Martin, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Guy Peters, ESP Associates; PO Box 7030, Charlotte, NC 28241
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Page 5 of 6
August 31, 2005
9. Impervious Surface Threshold Under GC 3402 and Deed Restrictions
The PCN Application denotes an impervious surface area of 29.58% for the single-family
development plans. You shall be required to denote on each subdivision plat the
following notation: "IMPERVIOUS AREA FOR ALL RESIDENTIAL LOTS
APPROVED FOR DEVELOPMENT IN SUMERLYN SUBDIVISION SHALL NOT
EXCEED 6203000 SQUARE FEET IN THE AGGREGATE OR 2,500 SQUARE FEET
PER LOT."
Furthermore, a deed restriction shall be placed on the currently undeveloped 10.92-acre
tract so as to limit the amount of impervious surface area to 30% or less. This tract shall
be held, transferred, sold, conveyed, developed and occupied subject to the requirement
that upon development of this tract, the then owner shall develop a stormwater
management plan approved by the North Carolina Division of Water Quality if the total
impervious area resulting from development of the Property exceeds 30% of the total
area of the Property.
This restriction contained herein shall be binding upon the owner's successors and
assigns, and shall be perpetual and run with the land until released or amended by a
release or amendment approved by the North Carolina Division of Water Quality.
These two documents shall be filed with the Register of Deeds, Wake County, North
Carolina. Wake Partners, LLC shall submit copies of these documents to the Division of
Water Quality before any impacts to protected riparian buffers, wetlands, or waters shall
occur.
DWQ would like to remind you that if a compliance inspection reveals an impervious
surface area of 30% or greater, then Wake Partners, LLC will be in violation of this
Condition and required to comply with the requirements of Condition 4 in GC 3402.
10. Water Quality Certification(s)
The proposed project must comply with all the conditions of general Water Quality
Certification (GC) 3374 and 3402.
11. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached Certificate of Completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
f
Soil Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
MEMORANDUM
TO
FROM
RE
Todd St. John
DWQ Wetland
tin
Group
Harrison Park DWQ Office Meeting on 09/09/02
S&EC Job #7291
CC: Guy Peters, ESP
Fax: [phone]
James Van Ness, Crossman
Fax: [phone]
As I am sure you will remember, I met with John Dorney and you on
9/9/02 to discuss the project. We focused on Sandy Smith's memo
dated 6/2/02. You remembered the project well. We basically discussed
three issues in Sandy's memo as follows:
1) The issue regarding the redesign/ alignment of Waxhaw Parkway
was something Crossman and ESP were evaluating to see if it
would reduce impervious surface. This was not DWQ's
suggestion; you had no objection to the current alignment and
understand the town will not agree to realignment.
2) DWQ is requiring that level spreaders be installed where
stormwater enters wetlands and/or stream buffers. You needed
plans submitted to you to review that satisfies this requirement
and that are designed based on DWQ design criteria. ESP has
prepared these plans and they are attached.
3) Once you approve the design you will reissue a new 401 with a
condition that requires the impervious surface percentages and
footprints shown on the plans that were submitted to you
previously by ESP, be adhered to.
Charlotte Office: Greensboro Office. Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
r
As discussed in our meeting please remove the Stormwater BMP
requirement from the 401 that you issued for the project on
11/02/2001 (condition #2, DWQ# 01-1130) and provide us with a
revised 401 Approval letter. If you have questions regarding the level
spreader design please contact Guy Peters at ESP directly: 704-583-
4949.
Thank you for your attention to this matter.
ESP ASSOCIATES, P.A.
P.O. Box 7030
CHARLOTTE, NORTH CAROLINA 28241
[phone]
TO
?t}i" ! ? Vn? l tejr?t' ? ' LY?[12?15
??-
L??1L
_
.
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'et
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WE ARE SENDING YOU V Attached ? Under separate cover via

? Shop drawings X Prints
? Copy of letter ? Change order
? Plans

? Samples ? Specifications
COPIES DATE NO. DESCRIPTION
'1
V/1 -C
J14
?2 z&

THESE ARE TRANSMITTED as checked below:
? For approval
X For your use
? As requested
? Approved as submitted
? Approved as noted
? Returned for corrections
? For review and comment ?
? FORBIDS DUE
REMARKS
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? PRINTS RETURNED AFTER LOAN TO US
/j
(14 1A e)
COPY TO / iQ iQ ! Al LPG
SIGNED:
r-i
It enclosures are not as noted. kindly noti/v u t oncd.
I[Euvr? r @ rL ' U n ° Lti@U'UvHVV °, 1?
DATE JOQ NO.
ATTENTI^N
RE:
1 c.
i

the following items:
Harrison Parr Subdivision
V!laxhaw, NC
Level Spreader Design Data
Spreader ID Length (ft) Elev at lip Sec W (ft) d (ft)
LS25 300 556 -B 18 1.5
B 0.7
LS33 260 557 A- 17 -1.5
3 0.7
LS68 300 578 A-
1
5 1.5
3 0.7
LS75 246 576 A-
1
0 1.0
3 0.7
LS78 118 596 B-A 10 11.0
B 3
LS79 300 574 B 16 1.5
B 0.7
Level Spreader Design Calculations
references: 1. NC Erosion and Sediment Control Planning and Design Manual, Section 6.40
2. NCDWQ Draft Level Spreader Design Options, Version 1.0, 10-10-01
S
reader ID Q10 Spreader length (ft)
p Q10 x 13 Use
LS25 30.29 475 300
-L-c33 19.99 260 260
i_S68 36.51 475 300
LS75 18.90 246 246
LS78 9.05 118 118
LS79 36.99 481 300
Leve! Spreader Design and Construction Notes
1. Detailed construction specifications are contained in ref.1 cited in calcs above.
2. Lip of spreader must be precisely graded to maintain design elevation.
3. Adjust location of spreader as needed in field to set lip in undisturbed soil.
4. Maintain design length if location is field adjusted.
5. Lip may be constructed, if desired, using 4x4 treated lumber, anchored each end
with #4 rebar driven minimum 18" into soil, bent over top edge
Est Associates, P.A.

OOOOp c`
I V D "? C OOH
BOD99000??
Prepared for P.O. Box 7030 July 29, 2002
Crossmann Communities, Inc Charlotte, NC 28241 by Guy P. Peters, PE

Harrison Park Subdivision
Waxhaw, NC
Level Spreader Design Data
Spreader ID Length (ft) Elev at lip Sec W (ft) d (ft)
LS25 300 556 B-6 18 1.5
0.7
LS33 260 557 B 17 1.5
B 0.7
LS68 300 578 A-
1
5 1.5
3 0.7
LS75 246 576 B_B 10 1.0
3 0.7
LS78 118 596 A-
1
0 1.01
3 0.7
! S79 300 574 A-
1 1.5
3 0.7
Level Spreader Design Calculations
references: 1. NC Erosion and Sediment Control Planning and Design Manual, Section 6.40
2. NCDWQ Draft Level Spreader Design Options, Version 1.0, 10-10-01
S
reader ID Q10 Spreader length (ft)
p Q10 x 13 Use
i_S25 30.29 475 300
LS33 19.99 260 260
LS68 36.51 475 300
LS75 18.90 246 246
LS78 9.05 118 118
LS79 36.99 481 300
Level Spreader Design and Construction Notes
1. Detailed construction specifications are contained in ref.1 cited in calcs above.
2. Lip of spreader must be precisely graded to maintain design elevation.
3. Adjust location of spreader as needed in field to set lip in undisturbed soil.
4. Maintain design length if location is field adjusted.
5. Lip may be constructed, if desired, using 4x4 treated lumber, anchored each end
with #4 rebar driven minimum 18" into soil, bent over top edge
ESP A-- P.A.
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Waxhaw, NC
Level Spreader Design Data
Spreader ID Length (ft) Elev at lip Sec W (ft) d (ft)
LS25 300 556 B 18 0.5
B 3 .7
LS33 260 557 A-A 17 1.5
B-B 3 0.7
LS68 300 578 A- 5
1 1.5
3 0.7
LS75 246 576 A-A 10 0.0

LS78 118 596 B 1
B- 3 0.7
LS79 ( 300 574 B
A 1
- 3 0.7
Level Spreader Design Calculations
references: 1. NC Erosion and Sediment Control Planning and Design Manual, Section 6.40
2. NCDWQ Draft Level Spreader Design Options, Version 1.0, 10-10-01
' S
reader ID Q10 Spreader length (ft)
p 010 x 13 Use
! S25 30.29 475 300
LS33 19.99 260 260
LS68 36.51 475 300
LS75 18.90 246 246
'S78 9.05 118 118
LS79 36.99 481 300
Level Spreader Design and Construction Notes
1. Detailed construction specifications are contained in ref.1 cited in calcs above.
2. Lip of spreader must be precisely graded to maintain design elevation.
3. Adjust location of spreader as needed in field to set lip in undisturbed soil.
4. Maintain design length if location is field adjusted.
5. Lip may be constructed, if desired, using 4x4 treated lumber, anchored each end
with #4 rebar driven minimum 18" into soil, bent over top edge
G.S 1.-0asn•r iafes• P.A.
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Prepared for
Crossmann Communities, Inc
P.O. Box 7030
Charlotte, NC 28241
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EcoScience.' -'?'
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July 10, 2001
cite 101 Raleigh, NC 27604 Telephone: [phone] lax: 919.828.3518
Mr. John Dorney .? y O
N.C. Division of Water Quality t,J I
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Section 404 Permitting for Impacts Associated with Stream Crossings 00-052
at Harrison Park Residential Development in Union County, NC
Dear John:
The purpose of this letter is to provide you with information concerning proposed Section 404
jurisdictional impacts at a residential development referred to as Harrison Park and being developed
by Crossmann Communities, Inc. in Union County, NC (location map provided as Exhibit A).
Attached is a copy of a U.S. Army Corps of Engineers (COE)-approved survey plat of the delineation
(see Exhibit B). Proposed impacts include 1) a road crossing of an unnamed tributary to Twelvemile
Creek, 2) fill in a linear depression considered by the COE to be "unimportant" in terms of aquatic
value, and 3) three crossings of the unnamed tributary to Twelvemile Creek by an 8-inch diameter
sanitary sewer pipeline. ESC pro es t lat these activities are allowable under combination of
nationwide permits WPs): NW' 1 inear Transportation Crossings) for the stream crossing
by a road, NW Lne. 9 Residential, Comn ere and Institutional Developments) for fill in the
rid?
"unimportant" 1 de pression and NWI #12 tility Line Activities) for the sanitary sewer line
crossings. The COE has approved project impacts under the proposed permits with a General Permit
Verification dated June 29, 2001 (see I',Ahibit Q.
Please find the following items attached to this letter:
• Exhibit A, a project vicinity map.
• Exhibit B, a copy of the COE-approved jurisdictional area survey plat,
• Exhibit C, a COE General Permit Verification form,
• Exhibit D, a copy of the signed waters of the U.S. Survey/Delineation Verification form,
• Exhibit E, a plan view of the proposed stream crossing,
• Exhibit F, a completed Pre-Construction Notification form for NWP #14,
• Exhibit G, a typical cross-section of an impacted stream,?
0 Exhibit Fl, a plan view of the "unimportant stream," c?
EcoScience Corporation
Mr.p??Ix= rney
July.10, 2001
Page 2
• Exhibit I, a completed Pre-Construction Notification form for NWP 939,
• Exhibit J, plan views of three proposed stream crossings by a sanitary sewer pipeline,
• Exhibit K, protected species status letter, and
• A check in the amount of $200.00 for a Minor Water Quality Certification fee for NWP #14
General Certification, and a check in the amount of $200.00 for a Minor Water Quality
Certification fee for NWP 939 General Certification.
Site Location and Jurisdictional Areas
The 53-acre residential development is situated approximately 1 mile northwest of the Town of
Waxhaw, between Waxhaw-Marvin Road (SR 1301) and Providence Road (NC Highway 16) in
Union County, NC (see Exhibit A). Locations of jurisdictional areas within the development are
depicted in Exhibit B. This survey plat of the jurisdictional area delineation was approved by the
COE on April 11, 2001 (see completed verification form in Exhibit D). Delineated streams are
identified by broken lines, while wetland boundaries are identified by solid lines. Three streams
occur on site and are designated "1 ", "2", and "3" on the attached mapping. The on-site, perennial
stream is designated Stream #1. An unnamed, intermittent stream draining to Stream #1, bounded
by vegetated wetlands, and located in the southeastern portion of the site is designated Stream #2.
An unnamed, intermittent stream draining to Stream #1 in the north-central portion of the site is
designated Stream #3. The site contains approximately 5085 linear feet of streams (accounting for
approximately 1.78 acres) and approximately 0.88 acre of vegetated wetland. Total jurisdictional
area on site is 2.66 acres. Based on GIS mapping Union County has made available on the Internet,
no FEMA floodplain or floodway exists on or in the vicinity of the development property.
Impacts Proposed Under NWP #14
The road crossing of the unnamed tributary to Twelvemile Creek (see plan view Exhibit E) will
utilize an aluminum structural plate pipe arch. The pipe arch is 13 feet, 11 inches in width and 8
feet, 5 inches in height. This crossing will impact approximately 81 linear feet of the stream, which
has a width of approximately 20 feet. This crossing will result in the filling of approximately 0.037
acre of stream bed. A completed Pre-Construction Notification form for use of NWP 414 for
proposed impacts is provided in Exhibit F.
A side view indicating typical construction features of a stream crossing is provided in Exhibit G.
Final fill slopes will be stabilized by a maintained grass cover. The proposed design will allow
stream flows to pass under the crossing through the pipe arch without impediment. The entrance and
exit of the pipe arch will be established at grade in the original stream channel. Sediment and

Nfr. Joliii: Dti?
a -
July?I r, 2001
Page 3
EcoScience Corl_)aration
erosion control measures will comply with guidelines provided in Erosion mid Sediment Control
Planning and Design Manual (NCDEIiNR 1993).
Impacts Proposed Under NWP 439
An approximately 560-foot linear depression, located in the north-central portion of the property
(Stream #3) (see plan view Exhibit H), drains into the unnamed tributary to Twelvemile Creek
(Stream #1). Site planning calls for till in the entire length of this depression. The COE has
determined that "Stream #3" is "unimportant" in terms of aquatic value. Stream #3 is approximately
2 feet wide and accounts for approximately 0.026 acre of waters of the U.S. Impacts associated with
the filling of Stream #3 are proposed under NWP #39. A completed Pre-Construction Notification
(PCN) form for this proposed action is included in Exhibit I. It is our understanding that, due to a
total impact of less than 0.1 acre for this proposed action, mitigation need not be offered. However,
see information included with the completed PCN form for a description of proposed mitigative
measures offered by the applicant.
Impacts Proposed Under NWP # 12
The applicant proposes three crossings of the unnamed tributary to Twelvemile Creek (Stream #1)
by an 8-inch diameter sanitary sewer pipe line. A plan view of each of the proposed crossings is
provided in Exhibit J. Jurisdictional areas associated with these crossings are limited to open waters
of the unnamed tributary to Twelvemile Creel: (Stream # 1). The total length of utility line in waters
of the U.S. is less than 500 feet (actual cumulative length of the three crossings in waters of the U.S.
is approximately 81 feet. An approximately 2 to 3 foot wide temporary trench will be constructed
during installation of the pipe at the three crossings accounting for 0.006 acre of fill. No vegetated
wetlands are associated with the proposed crossing locations. No Section 10 permit is required. The
utility line will not run parallel to a stream within a jurisdictional area. No permanent access roads
will be constructed in waters of the U.S. No material resulting from trench excavation will be placed
in jurisdictional areas. Installation of the pipe line will be designed to avoid changes to pre-existing
flows and surface contours within the stream. The pipe trench will not be constructed in such a
manner as to drain waters of the U.S. Any exposed slopes and stream banks will be stabilized
immediately upon completion of each utility line crossing. No functions or values of waters of the
U.S. will be permanently adversely affected by the proposed activity. Land clearing necessary for
the construction and maintenance of the utility line will be kept to the minimum necessary and
preconstruction contours will be maintained as near as possible.
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EcoScience Corporation
I r, John Dorney
July 10, 2001
Page 4
Activities covered under the DWQ General Certification for NWP #12 do not require written
concurrence from the DWQ so long as they comply with all conditions of the General Certification
and nationwide permit. ESC has provided a list of these conditions to the applicant.
The property is under development by a Charlotte-based company called Crossmann Communities,
Inc. The permittee should be designated as Crossmann Communities, Inc. and the contact address
and phone number are as follows:
Crossmann Communities, Inc.
4339 Stuart Andrew Boulevard
Suite 200
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
Contact: Mr. Don Hanley
Please call me if you have any questions or need further information. Thank you for your assistance
with this project.
Yours truly,
ECOSCIENCE CORPORATION
A / X
Alexander P. (Sandy) Smith
Senior Project Manager
Attachments
Cc: Mr. Don Hanley, Crossmann Communities, Inc.
Mr. Guy Peters, ESP Associates, P.A.

EXHIBIT A
PROJECT VICINITY MAP
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EXHIBIT B
U.S. ARMY CORPS OF ENGINEERS-APPROVED JURISDICTIONAL AREA SURVEY
PLAT
EXHIBIT C
GENERAL PERMIT VERIFICATION FORM
U.S. AMY CORPS OF EARS
WILMINGTON DISTRICT County Union
Action Id. 200131012-1014
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Crossman Communities, Inc.
Address: 4339 Stuart Andrew Blvd., Suite 200
Charlotte, NC 28217
Telephone No.: ad name/number, town, etc.):
Size and Location of project (water body, romeIlt located on 53 acre tract, one mile north of Waxhaw,
Harrison Park Residential Develop
between Waxhaw-Marvin Rd. and Providence Rd.
Description of Activity:
(1) NW? 12 (200131012) - Install 8-inch sanitary sewer line under eNWP 1 (200131013) -
tributary to East Fork, Twelvemile Creek at 3 separate locations; (2) Fork utilizing an aluminum
Construct a minor road crossing on an unnamed trib. to East p 39
structural plate pipe arch. The crossing will impact 81 LF of stream chan neVe(3)
(200131014) - Fill in approx. 560 LF of an unnamed trib. (determined to
tiunimPortant" aquatic function) for the purpose of accommodating the construction of the
above referenced development. Mitigation to offset the loss of stream channel
o stream #1 and
accomplished through establishing a permanent 30 foot buffer adjacent t
stream #2 (see plans). In addition, impacts to wetlands adjacent to stream #2 will be
avoided. Mitigation will be accomplished in accordance with submitted plans.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
12,1_ 4,39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is . If accomplished in strict accordance with the attached conditions and your
beginning submitted plans
you musour a rteceiveis
subject to Section 404 (if Section 404 block above is checked), before
b Environm fore beennning work yon mus telephone t contact the
Manageme Section 401 water quality certification from the N.C. Division of
N.C. (919)
g
of activity within the
Management, twenty counties, 2293.
733-1786.
N.C. Division olation of Please read and carefully comply with the attached conditions the t t e RGP or permitt e P. aA y vi work orderthe
conditions of the RGP or the NWP referenced above may subject
restoration order, and/or appropriate legal action. the responsi
ility This Department of the Army RGP or NWP verification do alnot ermits.eThppemtitteemay need tobco tacot
. crorr- nr local annf P
questions regarding this authorization or any °Spa specondition cified belows of the General permit or
if there are any
Nationwide Permit, please contact the Corps Regulatory official
Date June 29, 2001 Telephone No. (828 211-4014
Corps Regulatory Official Steve Clia in
Expiration Date of Verification June 29, 2003
cc: ESP Associates; EcoScience Corp.
CESAW Forth 591
Rmwd July 1995
200131012-14
Permit Number:
NWP 12, 14, 39
Permit Type:
Name of County: Union
Name of Permittee: Crossman Communities
Date of Issuance: 6/29/01 mitigation
Upon completion of the activity authorized by this permit and any
re uired by the permit, sign this certification and return it to the following
q
address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 206
Asheville, North Carolina 28801-5006 NEEDS TO BE SUBMITTED.
PLEASE NOTE THAT THIS INFORMATION IS VERY IMPORTANT AND
IN ADDITION, DOCUMENTATION OF THE SUCCESS OF THE MITIGATION MUST BE PROVIDED.
permitted activity is subject to a compliance inspection with
Please note thatCyorps of Engineers representative. If you fail to comply
s an U.S. Army suspension, modification, or revocation.
this permit you are subject to permit ermit has
that the work authorized by the above referenced p eras
I hereby certify
been completed in accordane completed termsacandcordancconedwithitionstheofpethe p
and required mitigation was conditions.
Date
Signature of Permittee
U.S. ARMY CORPS OF ENGIERS
WILMINGTON DISTRICT .
County: Union
Action ID: 200130703
Waters of the U.S. Survey/DelineationVerification
Property owner/Authorized Agent: Crossman Communities, Inc.
4339 Stuart Andrews Blvd., Suite 201
Address:
Charlotte, NC 28217
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
Harrison Park Subdivision located on approx. 53 acre tract behveen Marvin Rd. and NC
16; N.W. of Waxhaw
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately
flagged/delineated. We recommend that the delineated lines be urv yed. The ur eyed
lines must be verified our staff before the Corps will make a final jurisdictional
lines by
determination on your property.
__X _The submitted survey plat dated 02/28/01 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
Y this determination may be relied upon for
change in the lawco ed 5 pears fromrt regulations,
date of this notice.
a period not to ex y
Placement of dredged or fill material in waters othe U.S. on this property
the arClean Water ty without Act Department
of USC
the
of the Army permit is in most cases a violation of Section 30 0
1311). A permit is not required for work on the property restricted tirelat existing programhigh
please
ground. If you have any questions regarding the Corps of Engineers g
contact:
Steve Cha in at ($281271-4014
S ' ,,,, Date Apri111.2001_
Project Manager Signature
EXHIBIT D
U.S. ARMY CORPS OF ENGINEERS-APPROVED WATERS OF THE U.S.
SURVEY/DELINEATION VERIFICATION FORM
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200130703
County: Union
Waters of the U.S. Survey/DelineationVerification
Property Owner/Authorized Agent: Crossman Communities, Inc.
Address: 4339 Stuart Andrews Blvd., Suite 201
Charlotte, NC 28217
Telephone Number:
Size and location of Property (waterbody, Highway name/number, town, etc.):
Harrison Park Subdivision located on approx. 53 acre tract between Marvin Rd. and NC
16; N.W. of Waxhaw
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately
fl,iggcd/delineated. We recommend that the delineated lines be surveyed. The surveyed
lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
X_Tbt; submitted survey plat dated 02/28/01 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
cli,inbe in the law or our published regulations, ththis is noricrmination may be relied upon for
a period not to exceed 5 years from the date
ent
Placement Of dredged or fill material in waters
on of Section 301 of the Clean without
Water Act (33 USC
of the Army permit is in most cases a viola
1311). A hermit is not required for work on the property restricted entirely to P stig high
ground. l l you have any questions regarding the Corps of Engineers regulatory rogn am, please
contact:
Steve Chapin at [phone]
S ?,.. Date April 11. 2001 .??d
Project Msi?i:ibcr Signature
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EXHIBIT F
COMPLETED PRE-CONSTRUCTION NOTIFICATION FORM FOR NWP 4 14

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.ariny.niiI/wetlands/Perni app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the Internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.s iw.usace.armv.mil/wetlands/nwptinalFedRea.pdf. Processing
times vary by permit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401 /Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://112o.eliiir.state.nc.us/ncwetIands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested
information, or denial.
Page 2 of 12
Office Use Only: Form Vcrsion April 2001
USACE Action ID No. 200131013 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
2. Nationwide, Regional or General Permit Number(s) Requested: Natiomvide Permit 414
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
2
1. Owner/Applicant Information
Name: Crossmann Communities. Inc
Mailing Address: 4339 Stuart Andrew Blvd.. Suite 200
Charlotte. NC 28217
Telephone Number: 704-527-2550 Fax Number: 704-527-8101
E-mail Address:
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: Mr. Don Hanley c% owner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of project: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Part of 06-141-004 80 and 90, and 06-141-103A; Deed Book 1397. Page 888
4. Location
County: Union Nearest Town: JVaxhaly
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park i.s located between lVaxhaly-Marvin Road (SR 1301) to the west and south
and Providence Road WC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 °56' north/80 °46' west
(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:
Forested land
7. Property size (acres): 52.1
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Tivelvemile
Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littLi://h2o.eilr.stite.nc.us/,idiiiiii/iiiaps /.)
Page 4 of 12
10. Describe the purpose of the proposed work:
Provide automobile access to residential lots within proposed residential development
11. List the type of equipment to be used to construct the project: An ahnninum structural plate
pine arch ivill be installed in a perennial unnamed tributary to Tivelvenaile Creek.
Equipment proposed for use includes bulldozers excavators and a site grader.
12. Describe the land use in the vicinity of this project: Forested land, pasture, 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.
(see Exhibit C) concurrent permit requests (NIVP #12 COE fiction ID 200121012 ;NWP 439
COE Action ID 200131014)
COE permits here issued on .Lune 29, 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See answer to Section IV. Section 401 General Water Quality Certllicalion for 1) NWP 439 for a
single stream crossing involving 560 linear feet o "unimportant stream" and an area of 0.026
acre; and 2) NWP 412 for three stream crossings by a sanitary sewer line involving 9 linear feet
of strewn: and less than 0.01 acre.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.icma.tov.
*** List a %vctland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested %vctland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Exhibit E Arch Installation 81 UT to Twelvemile
Creek 20 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and prof iles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., wNvxv.topo/one.com,
www.mapqlest. Coln, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 linear feet of perennial
stream for a single road crossing covered by NiVP #14, 9 linear feet of perennial stream for
three crossings by a sanitary server line covered by N1VP #12 and 360-1inear feet of
intermittent stream determined by the COE to be "unimportant" and covered by NIVP #39
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
See attached text labeled Section VII
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
11ttp://112o.cnr.state.nc.us/ncwet]ands/strni?4ide.litni1.
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.
See attached text labeled Section VIII
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 littp://1,2o.enr.state.nc.tis/wrp/index.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):,
Amount of buffer mitigation requested (square feet):
Page 8 of 12
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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
(Meuse), 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 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 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 213 .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The project creates 31 0 acres of impervious area; the total site area is 52.1 acres. A thirty-five
feet ivide undisturbed huger along the north boundary of the project and a flood protection zone
along the east boundary will attenuate and filter storm hater discharges frown the impervious
acreage
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.
wastewater generated from the proposed project will he transported off site through a state-
permilted sanitary sewer system and he treated by Union County Puhlic iVorks
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).
Applicant/Agent'?
(Agent's signature
ignature
valid only if an authorization letter from the applicant is provided.)
Date
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabamts Graham Madison Stanley
Telephone: [phone] Caldwell Maywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page I 1 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and cost/benefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream #2 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream #1) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. Approximately 560 linear feet of intermittent stream determined
by the U.S. Army Corps of Engineers to be "unimportant" in terms of aquatic value will be
impacted by site grading. This action is expected to be covered by a Nationwide Permit #39
(Residential, Commercial, and Institutional Developments). Three crossings are proposed for this
stream by a sanitary sewer pipeline; and these crossings are expected to be covered by a
Nationwide Permit #12 (Utility Line Activities).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream #1), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream #1) and its tributary (Stream 42). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
• Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
• Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
• Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
• Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
• Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
from hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitigation
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream
#1), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream 41) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream #2). Impacts will be avoided to the
vegetated wetland adjacent to Stream #2. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
EXHIBIT G
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EXHIBIT I
COMPLETED PRE-CONSTRUCTION NOTIFICATION FORM FOR NWP #39

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1!

Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp://www.saw.usace.,irmv.niii/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at bttp://www.saw.usace. army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://112o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.,irmv.niii/wetlands/nwLfina]FedReg.pdf. Processing
times vary by pen-nit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://li2o.ehnr.state.nc.us/ncwetlands/iees.litm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. 200131014 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
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 439
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: Crossmann Communities. Inc
Mailing Address: 4339 Stuart Andrew Blvd.. Suite 200
Charlotte. NC 28217
Telephone Number: 704-527-2550 Fax Number: 704-527-8101
E-mail Address:
2.
Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Don Hanley c% oivner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of proj ect: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Part of 06-141-00480 and 90, and 06-141-103A; Deed Book 1397, Page 888
4. Location
County: Union Nearest Town: JVaxhaw
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park is located between iVaxhativ-Marvin Road (SR 1301) to the west and south
and Providence Road (NC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 °56' Nor1h180046' Nest
(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:
Forested land
7. Property size (acres): 52.1
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed trihutaries to Ttivelvendle
Creek
9. River Basin: Cataivba
(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.ne.tis/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:
Provide residential lots and automobile access within proposed residential developnient
11. List the type of equipment to be used to construct the project: Bulldozers, excavators, and
site graders tivill be used to backf ll an "unimportant strewn ".
12. Describe the land use in the vicinity of this project: Forested land, pasture, 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.
(see Exhibit C) concurrent permit requests (MVP 412 COE Action ID 200121012 ; NiVP 414
COE Action ID 200131013)
All permits were issued on .Lune 29. 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See answer to Section IV. Section 401 General IVater Ouality Certification for 1) NIVP 414 for a
sinQle stream crossing by a road involving 81 linear feet of stream and an area of 0.037 acre;
and 2) NIVP #12 for three stream crossings by a sanitary sewer line involving 9 linear feet of
stream and less than 0.01 acre.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at
*** List a wetland type that best describes Nvctland to be impacted (e.g., freshwater/saltwater marsh, forested Nvctland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Exhibit H Grading 560 UT to Twelvemile
Creek Unimportant
Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
%?,?w.u,<ss.eov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topo/one.com,
??ww.mapqucst.crnn, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 lillear feet o£perermial
stream or a single road crossing covered by NJVP 414, 9 linear feet of perennial stream for
three crossings by a sanitary sewer line covered by NTVP 412 and 560-linear feet of
intermittent stream determined by the COE to he "unimportant" and covered by NIVP 439
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
See attached text labeled Section VII
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://112o.enr.state.nc.us/ncwetlands/strmt4ide.iltm1.
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.
See attached text labeled Section VIII
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 bun:/i1,2o.cnr.state.nc.iis/NNrp/index.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):.
Amount of buffer mitigation requested (square feet):
Page 8 of 12
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .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 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 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.
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.
The project creates 31 0 acres o imipervious area; the total site area is 52.1 acres. A thirty-f ve
feet }vide undisturbed buffer along the north boundary o the protect and a flood protection zone
along the east boundary hill attenuate and filter storm water discharges f-om the impervious
acreage
XII. Scwage 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.
Wasteivater generated from the proposed project will be transported off site through a state-
permitted sanitary sewer system and be heated by Union County Public Workv
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
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).
Applicant/Agent'4 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durliam Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page 11 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and cost/benefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream 42 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream #1) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. One road crossing is proposed for this stream and will impact
approximately 81 linear feet of stream. This crossing is expected to be covered by a Nationwide
Permit #14 (Linear Transportation Crossings). Three crossings are proposed for this stream by a
sanitary sewer pipeline; and these crossings are expected to be covered by a Nationwide Permit
#12 (Utility Line Activities).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream #1), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream #1) and its tributary (Stream 42). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
o Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
o Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
• Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
• Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
• Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
form hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitigation
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream
#1), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream #1) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream #2). Impacts will be avoided to the
vegetated wetland adjacent to Stream 42. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
EXHIBIT J
PLAN VIEWS OF THREE PROPOSED STREAM CROSSINGS
BY A SANITARY SEWER LINE
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1101 Haynes Street Suit:: 101 1,1,1Icigh, \C 21604 Telephnnc: 919.11128.3433 Fa : 919.1128.3318
March 13, 2001
Mr. Steve Chapin
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Re: Request for approval of a Section 404 Jurisdictional Area Delineation
for the Harrison Parlc Subdivision, Union County, NC
Dear Steve:
00-052
neation
Please find enclosed with this letter information supporting a Section 404 J risdictional Croissmann with
conducted at a site (Figure 1) owned by Crossmann
704-527-2550). Communities, Enclosures include:
Communities, Inc. is Mr. Don Hanley (phone:
1) a location map (Figure 1), copied from the USGS 7.5-minute quadrangle for
Catawba, N.E., NC-SC;
2) a map of the project area (Figure 2) indicating the surveyed location of the
jurisdictional boundaries (scale: 1 inch = 100 feet) (included are a mylar original of
this map, a blueline, marked-up copy of the original, and a copy of this map on 11 x
17-inch sheets);
3) a soils map (Figure 3), copied from the Union County soil survey;
4) an Intermittent Channel Evaluation form completed as rta of the e deli e do a;nd
5) Routine Onsite Delineation data forms completed as p delineation;
6) three pages of photos depicting two on-site stream channels.
EcoScience Corporation (ESC) personnel conducted a stream and wetlands delineation at the
October 19-20, 2000. Jurisdictional area
Harrison Park Subdivision on Thursday and Friday,
boundaries were delineated with consecutively numbered double flagging (solid blue and
black striped for vegetated wetlands and solid blue and solid orange for streams). Surveyed
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 2
f jurisdictional areas are indicated on Figure 2. Flag numbers are circled in red where
boundaries o ?
data forms were completed.
Pllysiography and Hydrology
53-acre site is located approximately 1 mile northwest of the Town of Waxhaw
The approximately
aw-Marvin Road (SR 1301) and Providence Road (NC H ed subdiv6
axhsionstto the
W
between
County, North Carolina (Figure 1). The site is bordered by existing or prop
west and south, and by a sewer line easement to the east. An unnamed tributary o
north, ? boundaries. The landscape is
Twelvemile Creek delineates the eastern and northern property ertboundaries, with
dominated by a perennial stream along the eastern and northern property
t650 he
moderately steep side slopes rising to the west and southwest. Elevations range from a high of
fore stet in the northwestern portion of
feet along a ridge in the southwestern corner to a low of
site. The entire site supports pine and mixed hardwood
The side slopes are dissected by two eastward and two northward flowing drainage depression of the ered to
contai two largest drainageways, one directed north and one easCOare Ec The remaining two drainage?vays
U.S. under jurisdiction of the Army Corps of Engineers ( )
ral meaning they typically hold surface water less than 90 total days of the year, and are
are epheme ,
occu ered to be non jurisdictional. A wetland area, under COE jurisdiction, of the rs adjacent to an
consid
as headwaters for an eastward flowing stream in the southeastern portion
Soils the entire site is mapped as Tatum gravelly silt loam
According to the Union County soil survey,
(Figure 3). ridges The Tatum series consists of well drained, moderately permeable soils seriest be non-
and side slopes. The National Resources Conservation Service considers the Tatum
hydric in Union County.
Vegetation and entirely wooded by a plant community intermediate between mesic 1 destAmerpla beech
The site is Y
hickory forest. Stand age is approximately 50 years. The forest overstory me
randi olia), willow oak (Ouercus phellos), white oak (Ouercus alba), tulip poplar
(Fagus g f
tali i era), sweetgum (Liquidambar sryraciua), shortleaf pine (Pinirs echinata),
(Lino iriodelidron pf
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 3
loblolly pine (Pinus taeda), elm (Ulmus sp.), and hickory (Carya sp.). The understory includes
eastern red cedar (Jznniperus virginiana), American dogwood (Cornusjlorida), American holly (Ilex
opaca), red maple (Ater rubrum), white oak, and hickory. The herbaceous layer is generally sparse
lystichum
and contains Japanese honeysuckle (Laticera japonica), Christmas fern (Poiant cane
acrostichoides), blackberry (Rubes sp.), microstegium (Microste ium viminium), g
(Arundinaria gigantea), wild ginger (Hexastylis sp.), and muscadine grape (Vitis rotundifolia).
Jurisdictional Area Delineation
drangle (Catawba NE, SC-NC) and the county soil survey indicate
Both the USGS topographic qua
only one on-site stream (an unnamed tributary to Twelvemile Creek) along the eastern and northern
site border. The USGS quadrangle depicts this stream as perennial.
Field investigations concluded that site jurisdictional areas include three streams, and one of the
streams is characterized by adjacent vegetated wetlands. These streams are numbered "I", "2",
and"3" on the attached site map (Figure 2).
wto northwest across the
stream 91. The large, unnamed, perennial stream flows from
in no southeast
etla dsW See attached
site. The banks of this stream are forested but contain Photograph #1 for a view of this stream.
stream 42. An unnamed, intermittent stream drains into the.
stream perennial stream in vegetated
corner of the site. The upper portion of this
wetlands. The source of hydrology in this wetland appears to be groundwater
seepage. A pair of Routine Onsite Delineation data forms was completed at flag
#CC-20 (see attached) on the boundary of this headwater wetland.
Stre_ 93. A second, unnamed, intermittent stream drains northward into the perennial stream
in the north-central portion of the site. An Intermittent Channel Evaluation Form has
been completed to document characteristics of this intermittent stream (see attached).
This intermittent stream should be considered "unimportant" in terms of permitting
and mitigation for the following reasons.
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 4
o This stream does not appear on either USGS topographic quadrangles or
county soils mapping.
v During two site visits (October 19-20, 2000 and March 3, 2001), this stream
contained no signs of fish, crayfish, or amphibians.
v The linear depression containing the stream exhibits reaches lacking signs of
surface flow (the channel contains fallen leaves from more than one growing
season and little evidence of surface scour.
© Stream banks and riffle/pool structure is only intermittently present.
v Hydrology within the stream appears to primarily consist of pools scattered
along the channel. There is little evidence of regular surface flow between
pools. No hydrophytic vegetation occurs within the pools or stream channel.
o There are no wrack lines within or adjacent to the channel.
o There is no floodplain adjacent to the channel.
Five attached photographs document the status of this intermittent stream.
Photograph 42 shows the confluence of Stream #3 (extending from left to
right) with Stream #1 (upper right corner).
Photograph 93 provides a view of the lower portion of this stream, within
approximately 70 feet of the confluence with the perennial stream (Stream
#1). Note the presence of leaf litter in the channel and the apparent lack of
surface flow expected during this time of year.
Photograph #4 depicts two pools in the middle portion of this stream. Note
again the lack of evidence of surface flow between pools.
Photograph 95 depicts a pool and portion of channel in upper portion of this
stream. Note some scour and a small bit of wrack.
Photograph 46 depicts the upper end of the stream. The stream forms at a
head cut surrounded by upland forest. The pools appear to be fed by
groundwater expression.
ESC requests a COE-approval of this jurisdictional area delineation and COE concurrence
concerning the determination that one of the delineated streams should be considered jurisdictional
but "unimportant" for the permit process. It is my understanding that, if you approve of the
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 4
o This stream does not appear on either USGS topographic quadrangles or
county soils mapping.
o During two site visits (October 19-20, 2000 and March 3, 2001), this stream
contained no signs of fish, crayfish, or amphibians.
o The linear depression containing the stream exhibits reaches lacking signs of
surface flow. (the channel contains fallen leaves from more than one growing
season and little evidence of surface scour.
o Stream banks and riffle/pool structure is only intermittently present.
o Hydrology within the stream appears to primarily consist of pools scattered
along the channel. There is little evidence of regular surface flow between
pools. No hydrophytic vegetation occurs within the pools or stream channel.
© There are no wrack lines within or adjacent to the channel.
o There is no floodplain adjacent to the channel.
Five attached photographs document the status of this intermittent stream.
Photograph #2 shows the confluence of Stream #3 (extending from left to
right) with Stream #1 (upper right corner).
Photograph 43 provides a view of the lower portion of this stream, within
approximately 70 feet of the confluence with the perennial stream (Stream
#1). Note the presence of leaf litter in the channel and the apparent lack of
surface flow expected during this time of year.
Photograph #4 depicts two pools in the middle portion of this stream. Note
again the lack of evidence of surface flow between pools.
Photograph 95 depicts a pool and portion of channel in upper portion of this
stream. Note some scour and a small bit of wrack.
Photograph 96 depicts the upper end of the stream. The stream forms at a
head cut surrounded by upland forest. The pools appear to be fed by
groundwater expression.
ESC requests a COE-approval of this jurisdictional area delineation and COE concurrence
concerning the determination that one of the delineated streams should be considered jurisdictional
but "unimportant" for the permit process. It is my understanding that, if you approve of the
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W A T?RQ
r
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.armv.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/re!tour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
lhttp://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page I of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.armv.tail/wetlands/nwplinalFedRey.pdf. Processing
times vary by permit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://Ii2o.ehnr.state.nc.us/ncwetlands/fees.litm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested
information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. 200131012 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
2. Nationwide, Regional or General Permit Number(s) Requested: Natiomvide Permit 412
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: Crossmann Communities, Inc
Mailing Address: 4339 Stuart Andrew Blvd., Suite 200
Charlotte. NC 28217
Telephone Number: 70.1-527-2550 Fax Number: 704-527-8101
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Don Hanlev c% olvner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of project: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Part of 06-141-004 80 and 90, and 06-141-10321; Deed Book 1397, Paze 888
4. Location
County: Union Nearest Town: Waxhaw
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park is located between Waxhaly-Marvin Road (SR 1301) to the } vest and south
and Providence Road (?VC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 °56' North/80 °46' West
(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:
Forested land
7. Property size (acres): 52
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Tivelvemile
Creek
9. River Basin: Catawba
(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 4 of 12
10. Describe the purpose of the proposed work:
Provide sanitary sewer service to residential development
11. List the type of equipment to be used to construct the project: 8-inch sanitary sewer pipe will
he installed underneath a UT to Tivelvemile Creek in three separate locations. Bulldozers,
excavators and site graders will he used.
12. Describe the land use in the vicinity of this project: Forested land, pasture, 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.
(see Exhibit C) concurrent permit requests (NTVP 439 COE Action ID 200121014 ;NTVP 414
COE Action ID 200131013)
All permits were issued on June 29, 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See answer to Section IV. Section 401 General TVater Oualiby Certi rcation for 1) NWP 414 or a
single stream crossing involving 81 linear feet of stream and an area of 0.037 acre; and 2) NTVP
939 or grading 560 linear feet o "unimportant stream"
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fcnrr.gov.
*** List a wetland type that best describes Nvctland to be impacted (e.g., fresh%vater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
Exhibit J Utility Crossing 81 UT to Twelvemile
Creek 20 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us st ov. Several internet sites also allow direct download and printing of USGS maps (e.g., \%\%\%,.toporone.com,
www.map(Iuest.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 linear feet ofperennial
stream for a single road crossing covered by NiVP 414, 9 linear feet of perennial stream for
three crossings by a sanitary sewer line covered by NIVP 412, and 560-1inear feet of
intermittent stream determined by the COE to he "unimportant" and covered by NIVP 439
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
.See attached text labeled Section VII
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 7 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
littn://h2o.enr.state.nc.tls/ncwetIands/strm,,ide.litml.
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.
See attached text labeled Section VIII
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you
would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://li2o.enr.st ite.ne.iis/wrp/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 8 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .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 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Page 9 of 12
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.
The project creates 31 0 acres of impervious area; the total site area is 52.1 acres. A thirty-five
feet wide undisturbed buffer along the north boundary o the project and a flood protection zone
along the east boundary will attenuate and filter storm water discharges from the impervious
acreage
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.
Wastewater Qenerated from the proposed project will be transported o[f site through a state-
permitted sanitary server system and be treated by Union County Public [Forks
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).

Applicant/Agent's 0gnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page 11 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and cost/benefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream #2 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream #1) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. Three crossings are proposed for this stream by a sanitary sewer
pipeline; and these crossings are expected to be covered by a Nationwide Permit 412 (Utility
Line Activities).
Approximately 560 linear feet of intermittent stream determined by the U.S. Army Corps of
Engineers to be "unimportant" in terms of aquatic value will be impacted by site grading. This
action is expected to be covered by a Nationwide Permit 439 (Residential, Commercial, and
Institutional Developments).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream #1), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream #1) and its tributary (Stream #2). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
i Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
• Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
• Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
• Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
• Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
from hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitiiza tion
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream
#1), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream 41) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream #2). Impacts will be avoided to the
vegetated wetland adjacent to Stream #2. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
O? Vvnr?R ' micnaei r, tasiey, uovernor
`O? OG William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
° Division of Water Quality
August 14, 2001
DWQ # 011130
Union County
Mr. Don Hanley
Crossman Communities Inc.
4339 Stuart Andrew Blvd, Ste 200
Charlotte, NC 28218
Dear Mr. Hanley:
On July 24, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications
regarding your plan to fill streams for the purpose of constructing the Harrison Park development in Union
County. Approval from DWQ is required to disturb these streams. The enclosed application needs to be
completed and returned to us with 7 copies of the application, supporting maps and documentation. In
particular as described in 15A NCAC 213 .0502, we will require you to provide seven copies of a legible map of
the entire site plan (similar scale to the "Wetland Location Survey" map would be suitable) before we can begin
processing your application. 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.
Please telephone me at 919-733-9646 if you have any questions or would require copies cf 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.
Domey
r Quality Certifica o rogram
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Sandy Smith; EcoScience, Inc. 1101 Hayes Street, Ste 101, Raleigh, NC 27604
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
AA
RT--b M
Customer Service
1 800 623-7748

Michael F. Easley
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DWQ ^ c? u 1 d
VU VN County
ro5s Iti uu•? Cpw NY\L1k u
PVT--, 46
Dear On l the Divi 'on of Water Quality (D was notified by recei t of your
applications regarding your plan to fill for the purpose of in
County. Approval from DWQ is required to disturb these J CVYY\c . Please provide seven 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 't 7an d-@sads-omtha-property. Please show
these on maps of suitable scale (for instancwe can begin to determine your proje cts'
compliance with 15A NCAC 2H .0500.
Please call me at [phone] if ns or would require copies of our rules or procedural materials. This project will remaiplete in accordance with 15A NCAC 2H (AA\X-
od .0505(c). The proces&r g time for this applicati n will begin when this information is received. If we do not hear from you by writing within three (3) weeks will assume you no longer want to pursue the project and S i t
will consider it withdrawn. .?
Sincerely, n W
? c V-Q
?( p
John R. Dorney L?Q
SC
YV\V
Cc Vk VI;T
n
- U-Ut u v?CU-?
CO?I '?tZ
?wu 0. ' OeDWQ Regional Office GCc: eS,
Corps of Engineers
File Copy
Central Files 10..1
1'v C c 76 D
NCDMR
Division of Water Quafit/ 1650 Mad Service Center Raleigh, NC 27699-1650
Wedands/401 Unit [phone]
Fax: [phone]
11(11llavncsStrlct Suite 1(11 ?itlCith \(.?(I-';1?`jitfZ?tRl ff??)f+S:333 j;as: 919.52`i.3518
EcoScience
July 10, 2001 77
Mr. John Dorney !
N.C. Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
00-052
Re: Section 404 Permitting for Impacts Associated with Stream Crossings
at Harrison Park Residential Development in Union County, NC
Dear John:
The purpose of this letter is to provide you with information concerning proposed Section 404
jurisdictional impacts at a residential development referred to as Harrison Park and being developed
by Crossmann Communities, Inc. in Union County, NC (location map provided as Exhibit A).
Attached is a copy of a U.S. Army Corps of Engineers (COE)-approved survey plat of the delineation
(see Exhibit B). Proposed impacts include 1) a road crossing of an unnamed tributary to Twelvemile
Creek, 2) fill in a linear depression considered by the COE to be *'unimportant" in terms of aquatic
value, and 3) three crossings of the unnamed tributary to Twelvemile Creek by an 8-inch diameter
sanitary sewer pipeline. ESC proposes that these activities are allowable under combination of
nationwide permits (NWPs): NWP 414 (Linear Transportation Crossings) for the stream crossing
by a road, NWP 439 (Residential, Commercial, and Institutional Developments) for fill to the
"unimportant" linear depression, and NWP 412 (Utility Line Activities) for the sanitary sewer line
crossings. The COE has approved project impacts under the proposed permits with a General Permit
Verification dated June 29, 2001 (see hxhibit Q.
Please find the following items attached to this letter:
• Exhibit A. a project vicinity map.
• Exhibit B, a copy of the COE-approved jurisdictional area survey plat,
• Exhibit C. a COE General Permit Verification form,
• Exhibit D, a copy of the signed waters of the U.S. Survey/Delineation Verification form,
• Exhibit E, a plan view of the proposed stream crossing,
• Exhibit F, a completed Pre-Construction Notification form for NWP 914, -73
• Exhibit G, a typical cross-section of an impacted stream.
• Exhibit H, a plan view u1'the "unimportant stream," 1. - {
M
V -i
EcoScience Corporation
Mr. John Dorney
July 10, 2001
Page 2
• Exhibit I, a completed Pre-Construction Notification form for NWP 439,
• Exhibit J, plan views of three proposed stream crossings by a sanitary sewer pipeline,
• Exhibit K, protected species status letter, and
• A check in the amount of $200.00 for a Minor Water Quality Certification fee for NWP #14
General Certification, and a check in the amount of $200.00 for a Minor Water Quality
Certification fee for NWP #39 General Certification.
Site Location and Jurisdictional Areas
The 53-acre residential development is situated approximately 1 mile northwest of the Town of
Waxhaw, between Waxhaw-Marvin Road (SR 1301) and Providence Road (NC Highway 16) in
Union County, NC (see Exhibit A). Locations of jurisdictional areas within the development are
depicted in Exhibit B. This survey plat of the jurisdictional area delineation was approved by the
COE on April 11, 2001 (see completed verification form in Exhibit D). Delineated streams are
identified by broken lines, while wetland boundaries are identified by solid lines. Three streams
occur on site and are designated "1", "2% and" 3'' °nniiteantstream drp n ng to 1St eamt#l, bounded
stream is designated Stream 41. An unnamed, int
by vegetated wetlands, and located in the southeastern portion of the site is designated Stream 42.
An unnamed, intermittent stream draining to Stream 41 in the north-central portion of the site is
designated Stream #3. The site contains approximately 5085 linear feet of streams (accounting for
approximately 1.78 acres) and approximately 0.88 acre of vegetated wetland. Total jurisdictional
area on site is 2.66 acres. Based on GIS mapping Union County has made available on the Internet,
no FEMA floodplain or floodway exists on or in the vicinity of the development property.
Impacts Proposed IJnder NWP #14
The road crossing of the unnamed tributary to Twelvemile Creek (see plan view Exhibit E) will
utilize an aluminum structural plate pipe arch. The pipe arch is 13 feet, 11 inches in width and 8
feet, 5 inches in height. This crossing will impact approximately 81 linear feet of the stream, which
has a width of approximately 20 feet. This crossing will result in the filling o approximately# 4 for
acre of stream bed. A completed Pre-Construction Notification form for use
proposed impacts is provided in Exhibit F.
A side view indicating typical construction features of a stream crossing is provided in Exhibit G.
Final fill slopes will be stabilized by a maintained grass cover. The proposed design will allow
stream flows to pass under the crossing through the pipe arch without impediment. The entrance and
exit of the pipe arch will be established at grade in the original stream channel. Sediment and
EcoScience Corparution
Mr. John Dorney
July 10, 2001
Page 3
erosion control measures will comply %%ith guidelines provided in Erosio,i and Sediinent Control
Planning and Design ,Wanuual (NCDEIINR 1993).
Impacts Proposed ilnderNWP 439
An approximately 560-foot linear depression, located in the north-central portion of the property
(Stream #3) (see plan view Exhibit H), drains into the unnamed tributary to Twelvemile Creek
(Stream 41). Site planning calls for fill in the entire length of this depression. The COE has
determined that "Stream 43" is `'unimportant' in terms of aquatic value. Stream 93 is approximately
2 feet wide and accounts for approximately 0.026 acre of waters of the U.S. Impacts associated with
the filling of Stream 93 are proposed under NWP #39. A completed Pre-Construction Notification
(PCN) form for this proposed action is included in Exhibit I. It is our understanding that, due to a
total impact of less than 0.1 acre for this proposed action, mitigation need not be offered. However,
see information included with the completed PCN form for a description of proposed mitigative
measures offered by the applicant.
Impacts Proposed Under NWP 412
The applicant proposes three crossings of the unnamed tributary to Twelvemile Creek (Stream 41)
by an 8-inch diameter sanitary sewer pipe line. A plan view of each of the proposed crossings is
provided in Exhibit J. Jurisdictional areas associated with these crossings are limited to open waters
of the unnamed tributary to Twelvemile Creek (Stream 91). The total length of utility line in waters
of the U.S. is less than 500 feet (actual cumulative length of the three crossings in waters of the U.S.
is approximately 81 feet. An approximately 2 to 3 foot wide temporary trench will be constructed
during installation of the pipe at the three crossings accounting for 0.006 acre of fill. No vegetated
wetlands are associated with the proposed crossing locations. No Section 10 permit is required. The
utility line will not run parallel to a stream within a jurisdictional area. No permanent access roads
will be constructed in waters of the U.S. No material resulting from trench excavation will be placed
in jurisdictional areas. Installation of the pipe line will be designed to avoid changes to pre-existing
flows and surface contours within the stream. The pipe trench will not be constructed in such a
manner as to drain waters of the U.S. Any exposed slopes and stream banks will be stabilized
No functions or values of waters of the
immediately upon completion of each utility line crossing.
U.S. will be permanently adversely affected by the proposed activity. Land clearing necessary for
the construction and maintenance of the utility line will be kept to the minimum necessary and
preconstruction contours will be maintained as near as possible.
EcoScience Corporation
Mr. John Dornev
July 10, 2001
Page 4
Activities covered under the DWQ General Certification for NWP 412 do not require written
concurrence from the DWQ so long as they comply with all conditions of the General Certification
and nationwide permit. ESC has provided a list of these conditions to the applicant.
The property is under development by a Charlotte-based company called Crossmann Communities,
Inc. The permittee should be designated as Crossmann Communities, Inc. and the contact address
and phone number are as follows: .
Crossmann Communities. Inc.
4339 Stuart Andrew Boulevard
Suite 200
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
Contact: Mr. Don Hanle
Please call me if you have any questions or need further information. Thank you for your assistance
with this project.
Yours truly,
ECOSCIENCE CORPORATION
/a i X
Alexander P. (Sandy) Smith
Senior Project Manager
Attachments
Cc: Mr. Don Hanley, Crossmann Communities, Inc.
Mr. Guy Peters, ESP Associates. P.A.
EXHIBIT A
PROJECT VICINITY MAP
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EXHIBIT B
U.S. ARMY CORPS OF ENGINEERS-APPROVED JURISDICTIONAL AREA SURVEY
PLAT
EXHIBIT C
GENERAL PERMIT VERIFICATION FORM
U.S. ARMY CORPS ENGINEERS
DISTRICT
WILMINGTON
County Union
Action Id. 200131012-1014
GIONAL AND NATIONWIDE) VERIFICATION
GENERAL PETIT (RE
Property owner: Crossman Communities, Inc.
Address: 4339 Stuart Andrew Blvd., Suite 200
Charlotte, NC 28217
Telephone No.: name/number, town, etc.):
Size and Location of project (water body, road 53 acre tract, one mile north of Waxhaw,
Harrison Park Residential Development located on
between Waxhaw-Marvin Rd. and Providence Rd.
Description of Activity:
(1) NWP 12 (200131012) - install 8-inch sanitary sewer line under theNWP 14 (200131013) -
tributary to East Fork, Twelvemile Creels at 3 separate 1 fast Fork utilizing an aluminum
Construct a minor road crossing on an unnamed trio. to ?p 39
structural plate pipe arch. The crossing will impact 81 LF of stream channeVe(3)
(200131014) - Fill in approx. 560 LF of an unnamed trib. (d n construction of the
"unimportant" aquatic function) for the purpose of accommodating the
above referenced development. Mitigation to offset the loss of stream channel will #1 and
accomplished through establishing a permanent 30 foot buffer adjacent to stream
to stream #2 will be
stream #2 (see plans). In addition, impacts to wetlands adjacent
avoided. Mitigation will be accomplished in accordance with submitted plans.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: __-_Regional General Permit Number.
12,14,39 Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is ividy accomplished in strict accordance with the attached conditions and your tworrk you must also rtecei eta
aceomp subject to Section 404 (if Section 404 block above is checked) , before beginning I Management, Section 401 water quality certification from the N.C. Division of Environ before n beginning work you must telephone
the
733-1786. N.C. Division of Coastal tManagement, ttelephone [phone].
N.C. violation of the
Please read and carefully comply with the attached conditions of the RGP or NWP• Any
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action. the res
not erelieveThethe eppemtitteemay need tobcot ta?
onsi This Department of the Army RGP or NWP verification does
C.-,- „r Inca) annrova p
are an questions regarding this authorization or any of e i e condition ed belows of the General Permit or
if there a any q
Nationwide Permit, please contact the Corps Regulatory official sp
Date June 292 2001 Telephone No. [phone]
Corps Regulatory Official Steve Chapin
Expiration Date of Verification June 29, 2003
cc: ESP Associates; EcoScience Corp.
CESAW Forth 591
Revised July 1995
200131012-14
Permit Number:
NWP 12, 14, 39
Permit Type:
Name of county: Union
Name of Permittee: Crossman Communities
Date of issuance: 6/29/01 mitigation
upon completion of the activity authorized by this permit and any
this certification and return it to the following
required by the permit, sign address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
PLEASE NOTE THAT THIS INFORMATION IS VERY S F POTHEAMIT'IGATIONDMUST BE PROVIDED.
IN ADDITION, DOCUMENTATION OF THE SUCCES
th our permitted activity is subject to a compliance insp with
Please note that y representative. If you fail to comply
an U.S. Army Corps of Engineers ection
this permit you are subject to permit suspension, modification, or revocation.
ermit has
that the work authorized by the above referenced p s
I hereby certify
been completed in accordance with the terms and conditions of the said
and required mitigation
conditions.
Date
Signature of Permittee
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Union
Action ID: 200130703
Waters of the U.S. Survey/DelineationVerir ation
Property owner/Authorized Agent: Crossman Communities, Inc.
Address: 4339 Stuart Andrews Blvd., Suite 201
Charlotte, NC 28217
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
Harrison Park Subdivision located on approx. 53 acre tract between Marvin Rd. and NC
16; N.W. of Waxhaw
Indicate Which of the following apply:
_ There are waters of the U.S. on the above described property which have been accurately
a final surveyed. T e sus eyed
flagged/delineated. We recommend that the delineated lines be
lines must be verified by our staff before the Corps will make jurisdictional
determination on your property.
X The submitted survey plat dated 02/28/01 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
this determination may be relied upon for
change in the laws ed 5 pears fromrt regulations,
date of this notice.
a period not to ex y
Dep lacement of dredged or fill material in waters othe U.S. on this property
Cleanithout Act (33artment
USC
P
of the Army permit is in most cases a violation of Sections 0ricted entirely to existing high
1311). A permit is not required for work on the property lease
ground. If you have any questions regarding the Corps of Engineers regulatory program, p
contact: at (828) 271_4014
Steve Chapin
S ?,,, l 11, 2001
Date Apri
Project Manager Signature
EXHIBIT D
U.S. ARMY CORPS OF ENGINEERS-APPROVED WATERS OF THE U.S.
SURVEY/DELINEATION VERIFICATION FORM
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
200130703 County: Union
Action ID:
Waters of the U.S. Survey/DelineationVerification
Property owner/Authorized Agent: Crossman Communities, Inc.
Address: 4339 Stuart Andrews Blvd., Suite 201
Charlotte, NC 28217
Telephone Number:
Size and i.UCation of Property (waterbody, Highway name/number, town, etc.):
Harrison Park Subdivision located on approx. 53 acre tract between Marvin Rd. and NC
16; N.W. of Waxhaw
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately
fl;igged/delineated. We recommend that the delineated lines be surveyed. The surveyed
lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
X The submitted survey plat dated 02/28/01 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
change in the law or our published regulations, this determination may be relied upon for
a period not to exceed 5 years from the date of this notice.
Placement Of dredged or fill material in waters othe U.S. on this property without a Department
of the Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC
1311). A hermit is not required for work on the property restricted entirely to existing high
ground. 11' you have any questions regarding the Corps of Engineers regulatory program, please
contact:
Steve Chapin at [phone]
01
S ??.. Date Apri111.20
Project M.111agcr Signature
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EXHIBIT F
COMPLETED PRE-CONSTRUCTION NOTIFICATION FORM FOR NWP 4 14
? a
-1;; -77
W A TF?Q
r
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp://wi,v,Ar.saw.usace.armv.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://Nvwtv.saw.usace.amiy.mil/wetlands/re2tour.litm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.rnc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the Internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page I of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.arinv.niil/wetlands/nwpfinalFedRe?,,!.pdf Processing
times vary by permit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://li2o.ehnr.state.nc.us/ncwetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested
information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. 200131013 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
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 414
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: Crossmann Connmunities. Inc
Mailing Address: 4339 Stuart Andrew Blvd., Suite 200
Charlotte, NC 28217
Telephone Number: 704-527-2550 Fax Number: 704-527-8101
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Don Hanley c% owner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of project: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
Property Identification Number (Tax PIN):
Part of 06-141-004, 80 and 90, and 06-141-103A; Deed Book 1397, Page 888
4. Location
County: Union Nearest Town: Maxhaii?
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park is located between IFaxhaw-Marvin Road (SR 1301) to the west and south
and Providence Road (NC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 °56' north/80 °46' west
(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:
Forested land
7. Property size (acres): 52.1
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Twelvemile
Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.st ite.ne.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:
Provide autontohile access to residential lots within proposed residential development
11. List the type of equipment to be used to construct the project: An ahnninum s ructural plate
pine arch will he installed in a perennial, unnamed tributarv to Twelvemile Creek.
Equipment proposed for use includes bulldozers, excavators, and a site grader.
12. Describe the land use in the vicinity of this project: Forested land, pasture, 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.
(see Exhibit C) concurrent permit requests (NIVP 412 COE Action ID 200121012 ;NWP 439
COE Action ID 200131014)
COE permits were issued on.hine 29, 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See answer to Section IV. Section 401 General TVater Quality Certification for 1) NWP 439 for a
single stream crossing involving 560 linear feet o "unimportant stream" and an area of 0.026
acre; and 2) NiVP 412 for three stream crossings by a sanitary setiver line involving 9 linear feet
of stream and less than 0.01 acre.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
Exhibit E Arch Installation 81 UT to T,,velvemile
Creek 20 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us,s. w. Several Internet sites also allow direct download and printing of USGS maps (e.g., w a\?.tcironme.crnn,
www.mapquest.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 linear feet of perennial
stream for a sinzle road crossinZ covered by NIVP #14, 9 linear feet of perennial stream for
three crossin;s by a sanitarv seiner line covered by NIVP 4_112, and 560-1inear feet of
intermittent stream determined by the COE to be "unimportant" af7d covered by NIVP 439
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
See attached teat labeled Section VII
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCVW 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
litip://h2o.enr.state.nc.us/ncwet]ands/strmaide.htnil.
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.
See attached text labeled Section VIII
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you
would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.ushN,rp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):.
Amount of buffer mitigation requested (square feet):
Page 8 of 12
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 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 213 .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The project creates 31.0 acres o impervious area; the total site area is 52.1 acres. A thirty-five
feet hide undisturbed buffer along the north boundarv of the project and a flood protection zone
along the east houndary will attenuate and filter storm water discharzes frrom the impervious
acreage.
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.
Wastewater generated from the proposed project will be transported off site through a state-
permitted sanitary sewer svstem and he treated by Union County Public Work
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).
3
Applicant/Agent's' signature Date
(Agent's signatures valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Anny Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Suny
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
i and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page 11 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alle-hany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and cost/benefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream 92 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream #1) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. Approximately 560 linear feet of intermittent stream determined
by the U.S. Army Corps of Engineers to be "unimportant" in terms of aquatic value will be
impacted by site grading. This action is expected to be covered by a Nationwide Permit 439
(Residential, Commercial, and Institutional Developments). Three crossings are proposed for this
stream by a sanitary sewer pipeline; and these crossings are expected to be covered by a
Nationwide Permit 412 (Utility Line Activities).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream #1), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream #1) and its tributary (Stream 42). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
• Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
o Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
o Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
from hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitigation
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creel: (Stream
41), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream 91) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream #2). Impacts will be avoided to the
vegetated wetland adjacent to Stream 42. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
EXHIBIT G
TYPICAL CROSS-SECTION OF AN IMPACTED STREAM
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EXHIBIT I
COMPLETED PRE-CONSTRICTION NOTIFICATION FORM FOR NWP 439
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Pre-Construction Notification (PCN) Application ]Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://,,ti?vw.saw.usace.army.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at htth://wivA,.saw.usace.army.mil/wetlands/rei--,tour.litin, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.armv.niiI/wetlands/nwpfinalFedRe,-,.pdf. Processing
times vary by permit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http:Hli2o.ellnr.state.nc.us/ncwetlands/fees.litm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. 200131014 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
2. Nationwide, Regional or General Permit Number(s) Requested: Natiomvide Permit 439
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: Crossmann Communities. Inc
Mailing Address: 4339 Stuart Andrew Blvd.. Suite 200
Charlotte, NC 28217
Telephone Number: 704-527-2550 Fax Number: 704-527-8101
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Don Hanley c% owner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of project: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
Property Identification Number (Tax PIN):
Part of 06-141-004, 80 and 90, and 06-141-103A; Deed Book 1397, Page 888
4. Location
County: Union Nearest Town: Waxhaw
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park is located between Waxhaw-Marvin Road (SR 1301) to the west and south
and Providence Road (NC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 ° 56' North/80 ° 46' West
(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:
Forested land
7. Property size (acres): 52.1
S. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Twelvernile
Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httli://h2o.enr.state.nc.us/adniii /maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:
Provide residential lots and automobile access within proposed residential development
11. List the type of equipment to be used to construct the project: Bulldozers, excavators, and
site graders will be used to back-fill a17 "unimportant stream ".
12. Describe the land use in the vicinity of this project: Forested lrn7d, pasture, 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.
(see Exhibit Cl concurrent permit requests (NTVP 412 COE Action ID 200121012 ;NJVP 414
COE Action ID 200131013)
All permits were issued on .June 29, 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See ansiver to Section IV. Section 401 General TVater Ouality Certification for 1) NTVP 414 or a
single stream crossin-, bv a road involving 81 linear feet of stream and an area of 0.037 acre;
and 2) NTYP 412 for three stream crossings by a sanitary sewer line involving 9 linear feet of
stream and less than 0.01 acre.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(ves/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
Exhibit H Grading 560 UT to Twelvemile
Creek Unimportant
Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.zov. Several internet sites also allow direct download and printing of USGS maps (e.g., wNv%k.tciPo7011e.c0m,
www.mapquest.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 linear feet of Perennial
stream for a single road crossinjz covered by NIVP 414, 9 linear- feet of j2e7'errnial stream for
three crossings by a sanitarv setiver- lime covered by NTVP 412, and 560-1i7ea7- feet of
intermittent stream deterrrrined by the COE to be "rrninrPortant" and covered by NWP 439
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wateplicabllee) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
See attached text labeled Section VII
Page 7 of 12
VIII. Mitibation
DWQ - In accordance with 15A NCAC 2H .05 00, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.tis/ncwetiands/strmLide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide as
much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See attached text labeled 7ection VIII
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 httn://112o.e„r.state.iic.iis/wrn/index.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):.
Amount of buffer mitigation requested (square feet):
Page 8 of 12
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .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 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 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.
X1. 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.
The project creates 31.0 acres of impervious area; the total site area is 32.1 acres. A thirty-five
feet wide undisturbed buffer alonz the north boundary of the project and a flood protection zone
along the east boundary will attenuate and filter storm hater discharges ft•om the impervious
acreage.
XIL 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.
Wastewater generated fi-oin the proposed project will be transported off site through a state-
permitted sanitary sewer systen: and be treated by Union County Public Works
X11L 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
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).
'1 1210
Applicant/Agent'i Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Hamett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page 11 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and costibenefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream #2 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream 91) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. One road crossing is proposed for this stream and will impact
approximately 81 linear feet of stream. This crossing is expected to be covered by a Nationwide
Permit #14 (Linear Transportation Crossings). Three crossings are proposed for this stream by a
sanitary sewer pipeline; and these crossings are expected to be covered by a Nationwide Permit
412 (Utility Line Activities).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream # 1), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream #1) and its tributary (Stream 42). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed.to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
• Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
• Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
• Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
• Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
form hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitigation
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream
41), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream 41) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream #2). Impacts will be avoided to the
vegetated wetland adjacent to Stream 42. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
EXHIBIT J
PLAN VIEWS 01- THREE PROPOSED STREAM CROSSINGS
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EXHIBIT K
PROTECTED SPECIES STATUS LETTER

1101 Haynes Sheet Suit: 1O1 Raleigh, \C 27604 Telephonc: 919.;28.3-133 Fax: 919.825.351 ;
March 13, 2001
Mr. Steve Chapin
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Re: Request for approval of a Section 404 Jurisdictional Area Delineation
for the Harrison Park Subdivision, Union County, NC
Dear Steve:
00-052
eation
Please find enclosed with this letter information supporting a Section 4104 J risdictional Jelin Crossmann
conducted at a site (Figure 1) owned by Crossmann Communities, Inc. My with
Communities, Inc. is Mr. Don Hanley (phone: [phone]). Enclosures include:
1) a location map (Figure 1), copied from the USGS 7.5-minute quadrangle for
Catawba, N.E., NC-SC;
2) a map of the project area (Figure 2) indicating the surveyed location of the
jurisdictional boundaries (scale: 1 inch = 100 feet) (included are a mylar original of
this map, a blueline, marked-up copy of the original, and a copy of this map on 11 x
17-inch sheets);
3) a soils map (Figure 3), copied from the Union County soil survey;
4) an Intermittent Channel Evaluation form completed as rtaof the the nineattio and
part
5) Routine Onsite Delineation data forms completed as
6) three pages of photos depicting two on-site stream channels.
EcoScience Corporation (ESC) personnel conducted a stream and wetlands delineation at the
October 19-20, 2000. Jurisdictional area
Harrison Park Subdivision on Thursday and Friday,
boundaries were delineated with consecutively numbered double flagging (solid blue and black striped for vegetated wetlands and solid blue and solid orange for streams). Surveyed
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 2
ies of jurisdictional areas are indicated on Figure 2. Flag numbers are circled in red where
boundar J
data forms were completed.
Pllysio ;raphy and Hydrology haw
The approximately 53-acre site is located approximately 1 mile northwest ofTown of
in x Union
and Providence Road (NC Highway
between Waxhaw-Marvin Road (SR 1301)
North Carolina (Figure 1). The site is bordered by existing or proposed subdivisions to the
County,
north west, and south, and by a sewer line easement to the east. An unnamed tributary o
boundaries. The landscape is
Twelvemile Creek delineates the eastern and northern property boundaries, with
dominated by a perennial stream along the eastern and northern property 650 moderately steep side slopes rising to the west and southwest. Elevations range from high of the
feet along a ridge in the southwestern corner to a of 540 forest. in the northwestern
site. The entire site supports pine and mixed hardwood
de slopes are dissected by two eastward and two northward flowing drainage d inression of the
The si
two largest drainageways, one directed north and one scast, are
The remaining two drainageways
U.S. under jurisdiction of the Army Cores of Engineers
are ephemeral, meaning they typically hold surface water less than 90 total days oft the y r, and to and
considered to be non-jurisdictional. A wetland area, under COE jurisdiction, occurs adjant
as headwaters for an eastward flowing stream in the southeastern portion of the site.
Soils the entire site is mapped as Tatum gravelly silt loam
According to the Union County soil survey,
e 3). The Tatum series consists of well dr ridges and side ained, moderately permeable soils
series d to be non-
and side slopes. The National Resources Conservation Service considers the T
hydric in Union County.
Vegetation
ity intermediate between mes
The site is entirely wooded by a plant communicludestAmerplan beech
hickory forest. Stand age is approximately 50 years. The forest overstory m
willow oak (Quercus phellos), white oak (Quercus alba), tulip poplar
(Fagus graridifolia),
endror? tcilipifera), sweetgum (Liguidambar sryracifltra), shortleaf pine (Pifuus ecltijiata),
(Liriod
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 3
includes
loblolly pine (Pinus taeda), elm (Ulmus sp.), and hickory (Carya sp.). The understory
hollyle
eastern red cedar (Juniperus virginiana), American dogwood (Cornusfl ), an
opaca), red maple (Acer rubrunz), white oak, and hickory. The herbaceous layer is generally sparse
(Polystichum
and contains Japanese honeysuckle (Lozzicera japonica), Christmas fern giant cane
acrostichoides), blackberry (Rubus sp.), microstegium Microste ium viminium), g
(Arundinaria gigantea), wild ginger (Hexastylis sp.), and muscadine grape (Vitis rotundifolia).
Jurisdictional Area Delineation
ey indicate
Both the USGS topographic quadrangle (Catawba NE, SC-NC) and the county soil surv
only one on-site stream (an unnamed tributary to Twelvemile Creek) along the eastern and northern
site border. The USGS quadrangle depicts this stream as perennial.
Field investigations concluded that site jurisdictional areas include three streams, and one of the
,
streams is characterized by adjacent vegetated wetlands. These streams are numbered "1", "211
and"3" on the attached site map (Figure 2).
Stream 91. The large, unnamed, perennial stream flows from
contain no southeast
wetla wetlands. See attached
site. The banks of this stream are forested bu
Photograph #I for a view of this stream.
Stream An unnamed, intermittent stream drains into the
stream perennial s stream in vegetated
corner of the site. The upper portion of this
wetlands. The source of hydrology in this wetland appears to be groundwater
seepage. A pair of Routine Onsite Delineation data forms was completed at flag
9CC-20 (see attached) on the boundary of this headwater wetland.
Stream 43. A second, unnamed, intermittent stream drains northward into the perennial stream
in the north-central portion of the site. An Intermittent Channel Evaluation Form has
been completed to document characteristics of this intermittent stream (see attached).
This intermittent stream should be considered "unimportant" in terms of permitting
and mitigation for the following reasons.
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 4
o This stream does not appear on either USGS topographic quadrangles or
county soils mapping.
o During two site visits (October 19-20, 2000 and March 3, 2001), this stream
contained no signs of fish, crayfish, or amphibians.
o The linear depression containing the stream exhibits reaches lacking signs of
surface flow (the channel contains fallen leaves from more than one growing
season and little evidence of surface scour.
o Stream banks and riffle/pool structure is only intermittently present.
v Hydrology within the stream appears to primarily consist of pools scattered
along the channel. There is little evidence of regular surface flow between
pools. No hydrophytic vegetation occurs within the pools or stream channel.
o There are no wrack lines within or adjacent to the channel.
A There is no floodplain adjacent to the channel.
Five attached photographs document the status of this intermittent stream.
Photograph #2 shows the confluence of Stream #3 (extending from left to
right) with Stream #1 (upper right corner).
Photograph #3 provides a view of the lower portion of this stream, within
approximately 70 feet of the confluence with the perennial stream (Stream
#I). Note the presence of leaf litter in the channel and the apparent lack of
surface flow expected during this time of year.
Photograph 94 depicts two pools in the middle portion of this stream. Note
again the lack of evidence of surface flow between pools.
Photograph 96 depicts a pool and portion of channel in upper portion of this
stream. Note some scour and a small bit of wrack.
Photograph #6 depicts the upper end of the stream. The stream forms at a
head cut surrounded by upland forest. The pools appear to be fed by
groundwater expression.
ESC requests a COE-approval of this jurisdictional area delineation and COE concurrence
concerning the determination that one of the delineated streams should be considered jurisdictional
but "unimportant" for the permit process. It is my understanding that, if you approve of the
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 4
© This stream does not appear on either USGS topographic quadrangles or
county soils mapping.
v During two site visits (October 19-20, 2000 and March 3, 2001), this stream
contained no signs of fish, crayfish, or amphibians.
A The linear depression containing the stream exhibits reaches lacking signs of
surface flow (the channel contains fallen leaves from more than one growing
season and little evidence of surface scour.
o Stream banks and riffle/pool structure is only intermittently present.
o Hydrology within the stream appears to primarily consist of pools scattered
along the channel. There is little evidence of regular surface flow between
pools. No hydrophytic vegetation occurs within the pools or stream channel.
© There are no wrack lines within or adjacent to the channel.
o There is no floodplain adjacent to the channel.
Five attached photographs document the status of this intermittent stream.
Photograph #2 shows the confluence of Stream #3 (extending from left to
right) with Stream #1 (upper right corner).
Photograph #3 provides a view of the lower portion of this stream, within
approximately 70 feet of the confluence with the perennial stream (Stream
#1). Note the presence of leaf litter in the channel and the apparent lack of
surface flow expected during this time of year.
Photograph #4 depicts two pools in the middle portion of this stream. Note
again the lack of evidence of surface flow between pools.
Photograph #5 depicts a pool and portion of channel in upper portion of this
stream. Note some scour and a small bit of wrack.
Photograph 46 depicts the upper end of the stream. The stream forms at a
head cut surrounded by upland forest. The pools appear to be fed by
groundwater expression.
ESC requests a COE-approval of this jurisdictional area delineation and COE concurrence
concerning the determination that one of the delineated streams should be considered jurisdictional
but "unimportant" for the permit process. It is my understanding that, if you approve of the
EcoScience Corporation
Mr. Steve Chapin
March 13, 2001
Page 5
delineation, you will sign the mylar survey map and return it to me. We are happy to work with you
to make this process efficient. Thank you for your time and assistance with this matter.
Yours truly,
ECOSCIENCE CORPORATION
A /' a-
Alexander P. (Sandy) Smith
Senior Scientist
Enclosure
Cc: Mr. Greg Garrett, ESP Associates
Mr. Don Hanley, Crossmann Communities, Inc.
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project
requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://w'A"?v.s,iw.usace.armv.niii/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http:/hv,vw.saw. us ace. arm y.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://w,,vw.saw.usace.,irinv.mil/wetlands/nMfina]FedReu.pdf. Processing
times vary by permit and begin once the application has been determined to be complete. Please contact
the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://li2o.ehnr.state.nc.us/ncwetiands/fees.btni1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested
information, or denial.
Pale 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. 200131012 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.
I. 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
2. Nationwide, Regional or General Permit Number(s) Requested: Natiomvide Permit 412
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: Crossmann Communities. Inc
Mailing Address: 4339 Stuart Andrew Blvd.. Suite 200
Charlotte. NC 28217
Telephone Number: 704-527-2550 Fax Number: 704-527-8101
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Don Hanley c% owner's name and address as listed above
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings
rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project
has been placed on hold until decipherable maps are provided.
1. Name of project: Harrison Park Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Part of 06-141-004, 80 and 90, and 06-141-103A; Deed Book 1397, Paze 888
4. Location
County: Union Nearest Town: Waxhaiv
Subdivision name (include phase/lot number): Harrison Park Subdivision
Directions to site (include road numbers, landmarks, etc.):
Harrison Park is located between Iyaxhaiv-Marvin Road (SR 1301) to the west and south
and Providence Road (NC 16) to the east
5. Site coordinates, if available (UTM or Lat/Long): 34 °56' North180 °46' ffrest
(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:
Forested land
7. Property size (acres): 52.1
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Tivelvemile
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/,idniin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work:
Provide sanitary sewer service to residential development
11. List the type of equipment to be used to construct the project: 8-inch sanitarv sewer wipe will
he installed underneath a UT to Tivelvernile Creek in three separate locations. Bulldozers,
excavators, and site graders will be used.
12. Describe the land use in the vicinity of this project: Forested land, pasture, 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.
(see Exhibit C) concurrent permit requests (NIVP #39 COE Action ID 200121014 ;NYVP 414
COE Action ID 200131013)
All permits were issued on .Lune 29, 2001
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
See answer to Section IV. Sectior2 401 General Water Ouality Certification for 1) NWP 414 for a
sin,Zle stream crossing involving 81 linear feet of stream and an area of 0.037 acre; and 2) NWP
439 for grading 360 linear feet of "uninPor-tant stream "
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwNv.fema.eov.
* * * List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.88 acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
Exhibit J Utility Crossing 81 UT to Twelvemile
Creek 20 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
%N w« .uces.«m . Several internet sites also allow direct download and printing of USGS maps (e.g., w\rw.umo/one.com,
ww??.mannuest.com, etc.).
Page 6 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 81 linear feet of perennial
stream for a single road crossing covered bv_ NWP 414, 9 linear feet of perennial stream for
three crossinzs by a sanitarv seit,er line covered by NWP 412, and 360-1inear feet of
intermittent stream determined by the COE to be "unimportant" and covered by NWP 439
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact

(acres) Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bav, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.
See attached text labeled Section VII
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 7 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
httn://li2o.enr.state.ne.tis/newetlands/strrnUide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide as
much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See attached text labeled Section VIII
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you
would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://112o.enr.st.ite.nc.iis/?vrp/index.lhhn. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 8 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [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
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 2B.0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 9 of 12
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.
The project creates 31.0 acres of impervious area; the total site area is 52.1 acres. A thirty-five
feet wide undisturbed buffer along the north boundary of the project and a flood protection zone
alonpy the east boundary hill attenuate and filter storm water discharges from the impervious
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.
iawewater generated from the proposed project will he transported off site through a state-
permitted sanitary sewer system and be treated by Union County Public forks
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).
t
Applicant/Agent's ;gnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watau-a
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Pro-ram
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Page 11 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alle-hany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
SECTION VII
Avoidance
Avoidance and minimization efforts were implemented with all Section 404 jurisdictional
resources on site in consideration. Due to economic, engineering and spatial requirements, large
contiguous areas must be graded to create buildable lots. Unavoidable impacts have been
minimized through lot and road layout planning and cost/benefit analyses. In order to minimize
overall development impacts, the developer has designed site improvements to avoid the
vegetated wetland area adjacent to Stream 42 in the southeastern portion of the development
property. The developer eliminated crossings/impacts to this jurisdictional system, thereby
avoiding jurisdictional areas in this portion of the property that could support approximately five
lots.
Minimization
Road layouts generally follow the unnamed tributary to Twelvemile Creek (Stream 41) and
vertical profiles have been designed to allow lots to be developed along this stream while
avoiding impacts to the stream. Three crossings are proposed for this stream by a sanitary sewer
pipeline; and these crossings are expected to be covered by a Nationwide Permit #12 (Utility
Line Activities).
Approximately 560 linear feet of intermittent stream determined by the U.S. Army Corps of
Engineers to be "unimportant" in terms of aquatic value will be impacted by site grading. This
action is expected to be covered by a Nationwide Permit #39 (Residential, Commercial, and
Institutional Developments).
Local Town of Waxhaw zoning stipulations on this project require a 35-foot wide undisturbed
buffer along the unnamed tributary to Twelvemile Creek (Stream 41), north of proposed
Waxhaw Parkway. In addition, the developer has chosen to maintain a 30-foot vegetated buffer
along the eastern boundary of the site formed by the unnamed tributary to Twelvemile Creek
(Stream 91) and its tributary (Stream 42). Although this 30-foot buffer can be disturbed, the
developer is responsible for replanting disturbed areas. Generally, the construction plans have
been designed such that the buffer can remain undisturbed to provide both a visual buffer for the
adjacent development and protection for the unnamed tributary.
In an effort to minimize site natural resources impacts to, the maximum extent possible,
development plans have attempted to minimize loss of vegetated wetland and stream habitat and
their associated values. Following are best management practices that will be employed in an
effort to minimize impacts to jurisdictional areas.
• Barricades will be erected to define construction limits and prevent access to sensitive areas
(vegetated wetlands and riparian buffers) and damage to retained trees.
• Contractors will be educated concerning sensitive area avoidance and will be held
responsible for unauthorized damage to sensitive areas not permitted according to plans and
specifications.
• Pre-construction meetings will be held, if necessary, with representatives of natural resources
agencies.
• Measures implemented to prevent short-term impacts will be inspected regularly and
maintained during project construction.
• Unavoidable, short-term impacts will be minimized to the greatest extent practicable to
promote rapid recovery.
• Project construction will strictly adhere to an approved Sedimentation and Erosion Control
Plan. Best management practices will include utilizing silt-trapping ponds, sediment barriers,
diversion ditches, and other erosion control structures where appropriate. Potential impacts
from hazardous materials to fish and aquatic life will be avoided by not permitting staging
areas to be located near surface waters.
• Measures will be taken to prevent live or fresh concrete from coming into contact with
surface waters.
SECTION VIII
Mitiaation
Based on the value of jurisdictional areas associated with this site, the developer, through
sensitive site planning, has chosen to balance the site's economic viability with its environmental
value and permitability. The goal of the development plan for this site is to balance the
consequences of impacts to "unimportant" areas by forgoing development in all jurisdictional
areas practicable; therefore, preserving beneficial wetland, stream, and riparian habitat. A 35-foot
undisturbed buffer will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream
91), north of proposed Waxhaw Parkway. South of Waxhaw Parkway, a 30-foot vegetated buffer
will remain adjacent to the unnamed tributary to Twelvemile Creek (Stream 41) and the tributary
to the unnamed tributary to Twelvemile Creek (Stream 42). Impacts will be avoided to the
vegetated wetland adjacent to Stream #2. The undisturbed areas will be preserved by the
applicant or by deed restrictions on individual landowners as development progresses.
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MNSON AND/ {{t` YN JOE BISHOP -Z JOHN ALSH P ~{p71 TAx PARCEL OB-141-11 y GE
~ AIJU ~ f+i t C CHARLES E. Al1EN AND JACL YN ALLEN p D ( BRIAN i 07 ~ STWE W P ~ ~ MARIE K 6 ~ ° TA% PARCa OB-141 3 ~~E~O 'i pt~ R~,S
T / I ay W , !/j ` 4 ARCEIf1PA 141- - 41-114 A x ~ n, 0, ~ am FP
O O ~ ~ o t m ~ z a ro 0 p 2~
+ N ~ ~ i., ~a W W
lv ~ v ~ - F ~ ~ k00 416 ~ o w~j z s y
y ~ r= 5 r,~ Q r~
ny W ~,0 179 a 3 rn a
j° m a ? ~ 20,530 F~ I 4 o m x
k O ~ 1 ~ ~ , ENMA HILL BAKER ~ O U ,043 /j % 4Ax PARCEL OB-141-113 0 3
146 7 , +00 7 ~ THE OAKS ON PROVIDENCE 100 YR, FLOOD LINE ,70 STAB 6 555.8 Q PHASE III O OO , i,
NOT FEMA to - o PC F-507 ( ) s , 76 Z ° wgxllaw PAR w~ HWAY
~ 2 SF W ~ THE OAKS ON PROVIDENCE 1+ _ 1++00 s~. E' - / ` ~ 0 ~ ~ 100 YR. FLOOD LIN o~ ~n
t5+ .a / x0 ~ PHASE III ~ E ~ ~ PC F-507 h (NOT FEMA) - ~ ~ EUTAW ALFRED J. SIMONETTI io DRIVE
~ u~ S t P,y 5 REAR BUFFER po,~. o~ ~ (MEASURED FROM ~ ~ x ~ TAX PARCEL 06-141-45 PROJECT
0 7B' 0 ~ 1,542 F TOP OF CREEK) q~ti 35 REAR BUFFER ~ h > E - / m o PER ZONING S
w a s ~ / 0 0' oos'
181 S (T • ~S 224 S ~ ~ • / , p 0. \ YYAXHA W
180 ,555 ~A $ ~ s ~ x 6 s4 18 A - 5s 0~ ~ ~ ~ i, NORTH FRONT STREET
O M{. 624 J ohs ~°j 0 ~ ~
rn ~ x h x ~ $h ~ s ~ MARY DAMS and brother ODELL DAMS N R YARD ~ 173 pKh ~ ~ ` ~ I
08 310 PC 282 ~ R P 12 21 ~ 'X 11 7 ~ ~ o ~ • ~j ~ TAx PARCEL ~ 6-168-48 a 1 '('(P ~ ` O ~ ~ r I~ SCL RR SOUTH FRONT STREET ALIGNMENT OF POSSIBLE 60' R/W FOR
65 YPRO ~ 183 ~ ~ ~ ~ ~ + ~ THOROUGHFARE TAKEN FROM fINAL PLAT OF "THE OAKS ON PROVIDENCE, PHASE III"
R R 9 9 8 F d i 2' PBE ~ 7 • Z 86 ~0 18 o. ~ 161 ~ 16 0 o ~ \ 9 0,018 F xo 1 " ,q • w ~ 1 .056 gk0 AB BY FISHER-SHERER INC., DATED 11/9/98. -
~ ~ 0 69 S d'. ~ W ~ 937 ~ SS 510 wgx11 AWASSOGg7Eg VICINITY MAP DB 515 PG 306
o! 1 5 0 T ry ~ i 1 S ELE m 11, 8 SF 7' 64 + x o 1 470 S 1 TAX PARCEL ,y 06-141-45 (NOT TO SCALE)
~ ~ $ ~ . 1 ono x~ ~ ~ 31~ 3 , f 1 s ,199 S ~ ~ g 8
„ o ~ , 5a o 15 E / z ?avrcox ~cehna+ ewsnNC
$ 5 ,733 1 58 h $ .5 13 _ ~ -
o ~s~ + a9't a ~ ? s9tS 00 16 ~ , ~ ` 97 h
~ ~ 190 ~ ~ 6 x p0~ y '~3' •0 22 Y 3pF9, 33 SF 1 165 ~ 5 i ? 8+0p ~ ~
~o ~ 158 , ~i1a 6 s+op
> w ~ o= 0,72 F ? 1 S , , 3x f a 187 9,065 S , ~ ~ x°°/ , ! ~ ~ ~ AN1~~TF~1"'~~I ~ 5+00 / 3+pp _
17, SF 188 0 ? , ~ ~ ti 6~ 157 / ~ ° 0 460 65 i0 a8• - > > 16 ,820 'CR ' s 0`' 35 x
~ n 5a1.o2 _ 0 11,73 SF 457 5 ~ a , ~ 15 ~ 5~a'o ~ -193.:.::- S/ FPE,' e / ~,0 0 ~~0 ,469 Q~ ' o wnxl WAXHAW AS - - - - - --I.-„0100 SIMOryETTI DRIVE L- /
°o• ~i D ~rP 86 51 _ ~ 7~_ 0 SF _ ~F ? Q~ -~r •y09~y ~ ~ l `Nxo ~ k00 2 TAXS DB SOCIAtES PROPOSED 60' /W - - - so' Pusuc k00 515 PG 3os DEVELOPER TO OORDINATE DEDICATION - - - DEDICATED P C OR/W Z 5Z TAX PARCEL - RlE 884 Z 5~1 • N os-tot-a5 F' R T N T FR I -
~ AR ~P,R 2 _ _ _ J- r~ 4 ' •yx~ M 35 T 1RIAN ~0 22511,5 ~ 0 60 /W 0 CDO OM EX STING TAX PqR~ 6_141-4g END OF 60' PU UC R/W,
65 14.2520 , ~ 15 62 SF ~ 5+00 m a*1 1 525 SF • ~ r: wAxNAw As: WAXHAW q~p ~A 515-PC 306
- - . DD o TES X ALFRED J. SIMONETII
- _ - - Ty. . _ w 5 PDE 6 56 Y y0 ~ FL POSSIBLE GAP ~ • _ _ ~ S J 64 56 j~• ~ / ~ GO
to~11 ~ cARa e. cARPENTER ! ?S.:~ _ ~ ^ 1 ~ ' MB ( 0 e ~ - W~""'W TAx PARCEL 05-138-070 _ _ - N N 30 3 xcA 0 P STA 577.54 STA.~~ 54
- - - _ 12,1 9 SF ~ ~ ELEV. 9,58 SF 2 •a~, P K7O' SIGH TRIANGLE t . 200 9, 07 S F \ (TYP. EA. ~ :LEV• 577.
N01E.~1HI3 AREA ZON . ~ 0 4 x 35'x38' SIGHT ANGtE
::DIFFERENT.FROM OTHER:... - - - 1 ~P'~ti ~ $ 0 ~ (TYP. EA. SDE _ - 0 `(PRO l 3 ti - r
ELIZABETH R. HOME ET AL - ' _ ~ 19 M ~ AR ~ o ~ 1 Tax PARCEL os-13B-os9 _ _ ~ 198 ~o i ~ $ 9 •
1 8~ rte 0 tia'"p0 STA. 24+00 STA. 24+00 0
CAROL B. CARPENTER - - - ~ , N OM 1 2 ' ELEV. 577.6 TAx PARCEL 05-138-089 _ ~ ~ J• A ~ 191 i ~ p . 577.6 NOTES;
_ ~ o , X I 1. EXISTING STREAM/WETLANDS SHOWN ON
fix - - ~ ~ 1 2~p0 c ~T o s ~ o. ~ 3 CONDITIONS APPROVED Y TOWN BOARD: 1. ALL CUL-DE-SACS ALL HAVE A 87' PAVEMENT DIAMETER. THESE PLANS WERE DELINEATED BY
~ 154 1 } 19 Q• zl+°° ~ 153 T , 25+00 25+00 ELIZABETH R. NOW1f, 2. ALL TREES PLANTED SHALL HAVE A 2" MINIMUM CALIPER. STREET TREES WILL BE PLANTED ON BOTH SIDES Of All ECOSCIENCE CORPORATION. PROPOSED
2 SF ~y ~1 ~ 152 ' V, 577.72 577.72 LESTER H. HOIME STREETS AT A MINIMU OF FlFTY (50) FEET ON CENTEP. IMPACTS TO STREAMS AND WETLANDS ARE AND 3. EACH RESIDENTIAL IT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENTAL TREE SUBJECT TO REQUIREMENTS OF
~ ` 151 ~ ,a p 4 1 CAROL g ^ yP p0 150 ~ E $ ~ JAMES H. HOW1E SHALL BE AT LEAST 1 1/2" CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT. APPROPRIATE ACOE AND NC STATE
CARP ~ x DB + ~TFR titi 14s ~n~! LA ~ E x1SACOLA PARK 05 - PO 57 0 ~ ~ 5 ~ s;, D 7 o P o0 ESTATE FILf 69E - PG 169 4. A 35' MINIMUM BU R SHALL BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE TAX PARCEL 06-141-004 CREEK THIS BUFFERS BEGIN AT THE TOP OF THE CREEK BANK. DIVISION OF WATER QUALITY PERMITS.
MB 6-145 TA B 5 - PC 145 01 r7 " ~ 148 ~O ~ T} ~ r. ~ x PARCEL o _ ~ ~ / 147 1~NS i p ~ , 5139-D72 m 4 D~+ ~
4 " • / 2}p0 1 is ; ~ . LINE TABLE 6 146 ~ ~ a 5. THERE SHALL BE A 0' BUFFER ALONG 80TH SIDES OF THE WAXHAW PARKWAY. DEVELOPER IS RESPONSIBLE FOR 6. A TREE SURVEY WI BE REQUIRED, AND ALL 16" CALIPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A OBTAINING APPROPRIATE PERMITS AND
70' R/W TO BE DEDICATED kry ~ 145 ~ ~ ~ ~ ~ ' LINE LENGTH BEARING 1:1 RA110 FOR THE SA ITARY SEWER EASEMENT AND F4~R DISTURBED AREAS WITHIN THE BUFFER ADHERING TO PERMIT CONDITIONS.
L1 1032.13 N 84'14'44" W TO ! ` 144 ~ 30 ~ 1 ' ~ 7. ALL UTILITIES IMTHINI~ THE SUBDIVISION SHALL BE UNCERGROUND. ~ B. THE DEVELOPER WI BUILD AND DEDICATE THE .PROPOSED WAXHAW PARKWAY TO NCDOT AS PART OF 2. THIS SITE IS NOT SUBJECT TO FEMA
/ ~ 94 ~ ~ I , \ L2 300.00 S 52'41'03" W ~ / A+ B 95 O ~ N1 <rj ,1 THIS CONDITIONAL P THE DESIGN OF THE ROAD WILL. FOLLOW NCDOT STANDARDS, AND MAY CHF~NGE FROM THE REGULATIONS OR IDENTIFIED AS A FLOOD
L3 300.00 S 73'2728" W 3 96 ~ I S • 27• ~ ~ l~~ 97 v. ,c a t ~ , ~ 3 . 27+00 ALIGNMENT SHOWN ON E PLAN. HAZARC AREA. HGWEVER, ALL APPLICABLE 578.18 9. HOUSES SHALL HA A MINIMUM ONE-CAR GARAGE. DRI~wAYS SHl~i.l. BE COIJCRt.YF ~F•T" `i'L STREET TO THE
L4 358.63 S 05'55'20" W 143 ~ ~ w?~ r , • ' ~ ~ ~ ' S ex cam' 98 ~ ~a 'x / L5 252.33 S 48'35'24" W ~'NE a ~ 0 ~ 5 ~ 99 e 9~~ x~ , REQUIREMENTS AND/OR REGULATIONS SET ti~ GARAGE AND Two-c GARAGES SHALL BE WIDE ENOI,; ~ A1^ " ~onvr T!+~ ~ !'D AccUtis..;x,,~IT: TWq p I A FOOD DAMAGE
L6 260.63 N 54'59'12" W ~ O o P ~ 100 , s~: _ ~ ~ rn ` / 1 YR. FLOOD LINE CARS SIDE BY SIDE. IVEWAYS FOR TWO-CAR GARA(>., t.AN N K DOWN TOWARDS THE 5.~~.~F. FORTH IN THE A PLC BLE L 00 10. H SES I T F N ATl HA H/tV': A FOUR COURSE BRICK MASONRY VENEER SKIRT EXfcriCir~G PREVENTION ORDINANCE OF THE TOWN OF
. » ~Ri- N wUA1FORD ~ 142 ~ y 101 ~ + L7 167.86 N 37'1916 W ~ 3M - PG 723 2 ? 6 T i ~ NOT FEMA OU BU L ON SLAB OU D ON S LL ( ) UP THE FACE OF THE F R A
FPF•' . LS 55.54 S 89'30'37" W TAX PARCEL PG 145 ,l ~ 102 93 ~ , » 05'138-07 ~ ~ 8 0 ~ ~ 20 PDE WAXHAW SHALL BE IN EFFECT 0 LL -i. 11, HOUSES SHALL HA THEIR EXTERIOR WALLS MADE ~?F WOOD, BRICK, VINYL, STONE, STUCCO, OR SIMILAR MATERIALS, LOTS IN THIS PROJECT.
. L9 20.12 S 40 52 02 W ~ 3 l 141 6>< 103 92 ~ / c~ ~ ~ 91 ~ 7 L10 85.31 S 75'26'07" W 90 / c O - MASONITE EXTERIOR W LS SHALL BE PROHIBITED.
L11 59,16 S 14'33'53" E ~ d~ / / b 104 89 0o V r o ~ x~ 1~ 12. THE PREPONDERAN E OF ALL ROOFS ON THE HOUS~S SHALL HAVE A MINIMUM 6/12 ROOF PITCH. _ ' ( + ~ ti9 5~9• 1 WA OF TH HI TURAL FRONT OF A RES~DENIIAL STRUCTURE SHALL NOT RUN UNARTICULATED FORA 3. FPE- FLOOD PROTECTION ELEVATION. FPE S 3. THE LL E C TEC ARE SHOWN ON LOTS SUBJECT TO FLOODING
~ 140 ~ ,i E D t cARa " 88 N ~ L12 57.19 S 2753'39" W B• CARP ~ " L~' oe +os _ PG ENTER 87 ~ ~ 0 8 ~ ~ 400 ,h ~ J• DISTANCE GREATER TH N TWENTY-FOUR (24) LINEAR FEET.
L13 140.42 S 05'55'20" W PB 577 ~ l+ 1+ i o y 6 ' PG 1 `7» 86 1 1 ~ ~ PRI A OPEN 4oD 14. HOUSES SHALL HA A MINIMUM HEATED FLOOR AREA OF 1,450 SOUARE FEET. DURING 100-YR STORM EVENT. ALL PmvA oPa~ 15. OUTBUILDINGS USE FOR STORAGE PURPOSES SHALL BE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. LIVABLE SPACE AND MECHANICAL
L14 239.90 TAX PARCQ p~ +5 a \ 1 SPA (1YP.} S 3751'03" E 138-074 ~ $ 8 SPA (TYP.} 1 a~''. > 16. ABOVE GROUNDS MING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED 1MTH EQUIPMENT SHALL BE ABOVE THE FLOOD
" ~ + 105 ' 400 s.F. +00 ~ ~ 1 9 ~ L15 532,16 S 20'38'05" E / ~ ,q ~ X ~ ~ a E•' . , » 139 . ~ PRIVATE oPEN 85 m H ~ L16 212.64 S 08'02 33 E r. SPAL~ 3+oa ~1'R• EXTERIOR FENCING. 17. 100% OF HOUSES CATED NORTH OF THE PROPOSEU WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY BRICK PROTECTION ELEVATIONS SHOWN.
L17 170.01 S 84'04'40" E 8 ~ ~ 1 ~ SYP•~ 10 1 ( ) AS PART OF THE FRON ELEVATION OF THE HOUSE. 4, DEED NOTIFCATIONS SHALL BE PLACED ON
138 106 ~ 84 ~ BS C 51 ~ ~ o M + L18 275.00 N 83'59'16" W " 30 / 52 ALL JURISDICTIONAL WETLANDS TO NOTIFY
L19 435.28 ~ ~ ~ ) oo $ S 73,2728" W cARa e• wx 53 '4 ELIZABETH R. HOWIE, ROBERT B. HOWIE, THE STATE IN ORDER TO ASSURE
L20 514.62 S 05 55'20" W oe 405 pRPEryTER a 107 83 54 V„ , . 1 » PB 6 _ c s77 137 ~ g ~ 55 - pGE 1 11 LESTER H, HOWIE ' :'f; ~,OO COMPLIANCE FOR FUTURE WETLAND AND/OR z TA• 310• DB 242 PG 239
L21 99.96 S 13'53 43 W TAX P PC 145 w + / 56 N sP s. ARCEL x-138- ~ mj r,,.<-: ~E L22 331.54 S 73 2728" W o7s * ~ ~ 57 ay 0.~ 5~ S 58 TAX PARCEL s-141-004 WATER IMPACT. V. ~
» r 82 GpMMSEE N L23 332.55 8 ~ 136 S 06 00 36 W + ~ X ~ ANY AREA SOUTH OF WAXHAW PARKWAY ~ ~ 5.
L24 74.50 n ~ to " ,4..~, ~ W N 86'39'42" E " m 108 ib' + ~ m T'DE g s 50 00 ~,W ~ ~ THAT IS NOT HATCHED TO DENOTE PRIVATE
L25 169.85 S 73'2728" W 3 ~ 135 ~ ~ 58 49 0 /h ~h ' OPEN SPACE, IS COMMON OPEN SPACE TO w
L26 294.63 S 06'00'36" W r°~ o ~ 81 48 y :5 35'x35' SIGHT TRIANGLE 8 M 109 ~ 400 s.F. 47 Pc / OO BE MAINTAINED BY A HOMEOWNERS / ' ~ p. 32~ ~1 ASSOCIATION.
L27 74.66 S 83'59'24" E I 59 PRIVATE OPEN o TYP. EACH SIDE CAROL g, CARP m _ SPACE (IYP.) . DB +0s _ PG ENTER 134 ~ ~ 46 a ST 58
(TYP. ALL INTERSECTIONS) PB 8 - 0 12 Pc 577 ~ ~ 110 ~ ~ 80 +oo ~ ~ ~ TAX P 1+5 rv I ~ 45 0 ~ ~ LE~• ~ 1z SITE ~ihTA
ARCEI 05-138-076 n ~ ' 1
" 133 ° ~ ° + ~ z ° 60 t xo°~ s $ 79 e ~ ~O~vO z 1 13 111 w ~ T~(P 1e 13 ~ TAX P RCEL NUMBER PART OF 06-141-004, 80 & 90,
I vw, Q gS to NOTE: THIS SECTION OF WAXHAW PARKWAY caR ` 132 $ ~ 61 ~ - 44 3p M 3.100 06-141-103A AND 05-138-071
a e. TO BE COMPLETED BY OTHERS DB +05 CARPENTER 8 ° ~ 78 m ~ ~ +v 4, 23 14 Z P• 3c~1 q1 14 S~. ~ 1;~ DEED OOK AND PAGE DB 1397 PG 888
AS PARKWAY IS EXTENDED IN THE FUTURE. PB 8 _ PPG 577 • / 112 < ~ ~ 0 24 TAx PARS OS-1145 PC 29+07.9 ~ N 't 43 8 r \
, 3e-o77 b 62 ~ 25 a ~k; h r 10x70 SIGHT TRIANGLE s 1+00 113 M; W 77 ° " ~ ! 15 :k„ ZONIN RM-1 (R-3 FOR LOT 193)
v, TYP. EACH SIDE ri 0+p0 tT>r I 1+ •o-~ a 1 w i w 15 MIN. L T AREA 9,000 SF. 1~ 1 ~ rau Kc alE-rx>.
a ALONG PARKWAY ONL ~ ~ ~ ~ ~ a[ t 26 ~ • ( ~ 63 42 g o ~ ~ 16 34k 23 MIN. L T WIDTH This drawin and or the desi n shown are the
RIGHT- F-WAY TO BE + 114 76 \ ~ - 0 0 ~ 16 ~ ~ ~P• 5a~' 60 9 / g AT S TBACK ro ert of ESP Associates, P.A. The re roduction, ( ) P P y P .
~ ~ ~ - ~ N DEDICATED AT T1ME OF ~ o TER COUR Q+ SUBDIVISION PLAT. u1AM G. PEq o° F V y 0 o `1 • a XS alteration, copying or other use of this drawing a `;i 0 F
n N AND CE 131 ~ 7 .i+00 ~ 22 D ANCY C, ARNE 115 S ~ Z+oD 27 + ~ aI ~ SETBA KS (SINGLE-FAMILY)- S_TBACKS (MULTI-FAMILY) without their written consent is prohibited and any ~ 100 YR. FLOOD LINE
CURVE TABLE B 491 - p0 ~ ~ ~ e zit7s ~ o •S• ~ i PB 6 - PG 1850 ~ 3 + -~...~i V ° G MBS RONT 30' 30' infringement will be subject to legal action. •s, ( ) - - NOT FEMA O 4 49 O ( ) ~ ~ ESP Associates P.A.
CURVE RADIUS LENGTH TANGEN CHORD BEARING DELTA AX PARCEL 05_ 5 + 130 b~ n ~ ~ 21 13B-o7e ~ ~ 116 ~ 74 N 28 ~n 3 + 5k00 REAR ARD 30 30 ~y~ ~ ~ '
Ct 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12" ~ ~ 2 1 ~ 0 ? ~ ~ ~l '400 s.F, ~ M"' ~ 17 c2 400. 1 ~ \ es 00 45,03 73.32 144,23 N 63'04'16" E 20'46'25" 12g ~ ~ g w :PRIVATE OPEN (rrp U SSP. 383.37 17 ~ 5 SIDE R INTERIOR 10' 3'
lac 73 ~ 64 41 0 :SPACE (TYP. ~ C3 400.00 471.49 267.45 444.66 S 39'4124" W 6732'08" ~ ~ 12 2• p a 117 o 29 ) 18 U / ~ XS 100 ,
" C4 919.60 48.11 24.06 48.11 ~ 6 n q 20 ~ o N 072516 E 02 59 52 b 15, ~ " 19 f8 ; ~ SIDE Rp (CORNER) 20 20 1 „~r
~ C5 300.00 400.15 236.18 371.14 N 86'48'06" E 76'25'24" 128 65 40 ~ 393 ~'E'. ~
L + 30 s9 ~ C6 300.00 92.50 46.62 92.13 S 46'09'14" E 1 739'57" ~ 118 ? ~ 72 ~ ~ 3 PT ~ 400 S,F. 2 10/18/01 MULTI-FAMILY REVISION WRS/PGG o TOTAL ~ AREA 53.828 AC.
C7 300.00 278.39 150.13 268.51 N 63'54'19" W 53'10'08" cARa ~ 13 ~ 3 C8 150.00 90.50 46.67 89.13 » DB 405 CARPEN~ I ~ 127 ~ ~vA~ t 39 ~ A. 36+01 ~ ST 584'8 NUMB ~ OF LOTS 203 ~ XS ~V. 1 3/13/01 PER TOWN OF WAXHAW COMMENTS EDS
a N 58'09'05" E 34'34 05 P PG 577 119 ~ SPACE (rn'•) ~ B g _ PC ~ r 71 a C9 150.00 57.52 29.12 57,17 S 16'54'30" W 21'58'19" TAx PARCEL 05_ 145 ~ $ ~ L;, , ' 100 ~ ACRE E IN NEW R/W 11.351 AC.
o C10 500.00 109.89 55.17 109.67 N 14'20'19" W 12'35'33" 1Je-o79 ,~N ~ g t a~ ~:y~ ~~~P. ,,;,t,,- ~;+'~'~°,5~' 20' PDE N0. DATE REVISION 8Y COMM N OPEN SPACE AREA 18.13 AC.
~ 126 38 + 31 ~ ' ~ ~ C10 500.00 150.24 75.69 149.67 N 29'14'34" W 1712'58" 120 '0 ^ ' o ' p ~o +8.32 a v ix y,,
~ C11 240.00 282.89 160.47 266.80 S 39'41'24" W 6732'08" / n ~ 70 s, ~ r s`~ z C12 500.00 69.58 34.85 69.52 * 0 37 L~ D ~ LINEA !FEET IN STREETS 10,O60t LF ~~~s' SHEET WILE J
w N 09'54 32 E 0758 23 N S E 7 os.Ba 32 ~ ~ ~ ~ ~ ~ ~ k o C13 150.00 176.58 100.13 166.56 ~ ~ ib ~ S 39 44 02 W 6726'53" 125 w / ~ TOTAL DENSITY 3.77 D.U./AC. OJ30 .j 'k~~ " L
~ ° go ~ 121 ~ ~ ,:;r~SnNC ~ : . ~ C14 1000.00 163.16 81.76 162.98 S 01'20'09" W 09'20'53" ~ t$ PoE / ~~i ,~_wEnwos • ` 1 AREA F SMALLEST LOT 9,007 SF (SINGLE FAMILY) PRELIMINARY SITE PLAN 1"=100' DA
fO C15 145.00 170.69 96.79 161.01 " / 69 30 MBS ~s• \ yoTE 4) ' a S 39'44 02 W 67 26 53 124 f22 ~ (TYP.) 30' MBS '0OF ~ xr~ % „s 2 15 01 .~~w;, COMMON OPEN SPACE
\ TYP. o = / / 36 ( ~=~,~~j _ / / 123 68 ~ ~ N PROJECT A Y (SEE OTE 5) JAM WRS
66 33 ~ r'~n~, , ,.Y, , . ; HARRISON PARK CH CK BY
34 . ~°a';, EXISTING STREAM/WETLAND AREA PcG
Z, 11(771 I /ryh/1/7T1R771r'1 11 I ~ FFUrc Tnwr`I n~ wexuew tvI r
47"W v `C?' C) • • N87'56'13W 151.29' S89'44 85.36' ~vrn~ vi CLIENT DRAWING NO
C) en ineering•surveying.p tanning 20 E 100.15 DONALD W. HELMS N870038W 200.37' N86 51 06"W 198.87' GRAPHIC SCALE OJ30SP.DWG
/ ND TRUDY B. HELMS m TC EDW RDS SUBDIVISIO N8612'29'W 198.7)' k,. + 1 DB 466 - PC 112 N 100 0 50 100 200 400
0915 Southern Loop Boulevard DONALD W. HELMS TA PARCEL OS-138-30 PLAT B OK 1 PAGE 28 HENRY H. PATE 8611'41"W gg,40' m _ Pineville, NC 28134 [phone] AND TRUDY B. HELMS DONALD W. HELMS ND MRS. H.H. PATE HENRY FRANK MCWHORTER CROSSMANN COMMUNITIES, INC.
o _ DB 254 - PG 179 AND TRUDY 8. HEL S DB 215 - PG 295 DB 330 PG 720 HE RY FRANKLIN McYM TER ELIZABETH R. HOME, W1WAM JE htE TAX PARCEL 05-138-032A 0 032A EO DONNEL STEPHE S TA PARCEL 05-138-028 TAX PARCEL 5-138-027 DO 155 - PG 624 LESTER H. HOME r- AND (BETH R. HOME, N65'54'11'W 475.02' 4339 STUART ANDREW BLVD., SUITE 201 ;TER HOME
CL D8 289 - PG / J YCE BLYTHE T PARCEL 05-138- 131 A DB 290 - PG 478 PARCEL 05-138 26 AND r, BOBBY UGENE STEVENS TA PARCEL 05-138-029A JAMES H. HOME AND CHARLOTTE, NC 28217 MES H. HOME >a,= IN FEET PH: [phone]
L J DO 211 - PG 247 jDB 93E - PC 387 DHBH2B2ATE, HGEIR PB 6 - PG 145 ESTATE FILE 696 - PC 189 FILE 69E - PG 169 FAX: (704) RCE 06-141-004 1 inch = 100 it. 527-8101 3 OF 18 SHT
TAX PARCEL 05-138-034 T PARCEL 05-138-029 TAX PARCEL 05-13 28A TAX PARCEL 06-141-004

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I I ~ ~+oo ~ i ~ ~ ~ -823.0 ~ I ~ F E-612.0 ~ ~ / DRIVE I I F 806.0
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~ *QO \ i F =634.0 i' FFE=625.5 0° ~ 1+7.01 i \ + I i
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ROADWAY ARIA ~ ~ F =6 4. ~ ~ 0 1 1 ~ ~ i ~ Q / ~ ~ _
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/ =640.5 ~ ~ / / / CB 5 FF =828.9 ~ / ~ i / ~ / '
/ i / ~ FF,E=618.5 - I ~ / _ FF =6 .5 CB 37 CB 38 36 15 629.60 629.42 0.0050 633,20
Ff -838.0 / , ~ ~ / C 55 _ / / ~ I ~ / I
/ / ~ ' ~ _ I ° i i ~ ~ CB 36 CB 38 196 15 632.69 629.42 0.0167 636.29
~ ~ tea. ~ - / ~ ~ ~
/ ~ =841.0 \ a° o =830.0 , ' CB 38 CB 39 57 1 I J 5 629.22 628,50 0.0125 633,39 ~ / i ~ _ - _ ~
/ I / ° ~ ~ / ~ 1 - ~ ~ / E=61 . ~
~ FF = .D / / .7".' / 632.0 ~ ~ FE=615.5 CB 39 CB 40 34 15 628.30 627.60 0.0204 634,27 ~ i ~ _ ~ i - -
I / 1~ 54 P / / / ~ I _ i CB 40 CB 41 82 15 627.40 624,90 0.0307 634.27
/ / - ~ cy O - i i i
/ ~ / o / ~
FF =842.5 I ~o / / / / L ~ co 6 3 - - / ~ ~ ~ ~ - _ F 18.0 01 rn ~ i i _ ~ ~ ~ N \ v", ~ ~ CB 57 CB 58 34 15 611.80 611.50 0.0088 615, 43
I ry I IFF 2.0 / - ~ ~
l ~ / _ / ~ ~ ~ / / _ _FFE 634.0 ~ / / ~ ~ \ YI 54 CB 55 107 15 624.90 624.20 0.0065 628.50
~ a° / 838.71' / / ` ~ ~ ~ ~ ~ ~ ~ ~ ~ -
~ / ~ ~ ~ ~ ~ s3s 71 _ l ~ _ ~ o \ ~ CB 55 CB 56 67 15 624.00 622.45 0.0231 628.23 I
~ ~ ~ - _ ~ 30.90 \ ~ 1 f J 637.07 ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ + ~ ~ i \ F ®b~6,5 I ~ ~ \
F 843.0 ( 1 ~ ~ ~ \ d ~ 1 \ 612.62 FFE 15.o CB 56 CB 58 214 15 622.25 611.50 0.0502 626.07 ~ \
I 37.07 X843.0 ~ ~ ~ \ / / ~ \ 10~ s. ~ 612.3 CB 58 CB 0 1 1 11. 1 615.43 6 56 5 6 30 60.50 0.0628
I I ~ ~ l _ _ _ ro ~ ° ~ 83167 ~ / ~ ~ ~ L _ - - - - FFE¦ •r' ~ ~ ~ CB 77
\ ~ \ 1 ~ \ ~ ~
~ - ~ 837.83 - - _ _ ~ ~ t1' ~ I ( ~ _ ~ v
~ ~ _ - ~ ~ / I - ~ \ \ ~ ~ ~ =s1 • ~ ~ F =s15.o ~ YI 76 CB 77 144 15 608.40 607.50 0.0062 612.00 ~ ~ s .o ~ ,
N ~ ~ ~ - _ y, ~ I I - - ~ sa~.22 \ \ ~ ~ F 4 1
C 77 ES 78 143 18 601.43 598,00 0.02 0 6 1.30 ~
o ~ , ~ - _ ~ . ~ ° \ ~ ~ ~ X12.24 ~ I . POE ~ ~ \ o yi \ I \ \ \ \ ` \ .
I j ~ ~ , ~ FF =638.0 ~ \ ~ 1 \ ~ \ ` \ ~
~ I \ \ \ ~ ~ ~ ~ ~ ~ ~s. ~
I \ I \ \ ~ \ \ ~ \ NOTE: \ \ ~F
I ~ ` ~ \ \ ~ \ F =843.5 I =643.0 ~ - - - \ ~ 1 I ~ ~ \ ~ ~ ~ ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED.
I , \ \ ~ ~ =615.5 ~ ~ 1 I 1
=643.5 ~ ~ , ~ =637 FF -83 0 ~ \ \ \ ~~i
~ 1 ~ FFE= 7.0 ~ / ~ ~ ~ v 7g ~ s15.o LEGEND
\ ~ \ ~ I ~ \ F 15.5 ~ ~ 1 \ ~
\ ~ A ~ _ \ \ ~ I FF = 15.0 I \ PROPERTY LINE
\ ~ I ~ ~ ~ I ~ \ ~ I \ ~ ~ \ \
1 ~ ~ I 1 ~ ~ _ ~ I ~ ~ ~ \ ~ l \ \ ~ ~ ~ EXISTING CONTOURS
FENCE ° - - \ \ \ ~ ~ \ I \
N86 56 4~ W I ~ \ \ PROPOSED CONTOUR
N87°56' ' ~ I I W 151.29 ' - r S89 4 ~3~_ _ ~ ~ ~ 4 20 E 100.15 I I ~
L75 ° » ~ ~ -~8 7 0 ~ \ \ EXISTING STORM DRAIN - - - - ~ ~ I ~ C~---~-4 \ ~ \ \ ,
56- - H W 2 ~ ~ 0 .37j \ I I ~ \ ~ PROPOSED STORM DRAIN
I N 6° c ~ ~ 06 J \ 1~ O6 ~ 1 ~ ~ WITH RIP RAP APRON 98.87 \ \ \ \ \ \ \
J ~ ~ - J _ \ ~ \ ~ ~ \
PROPOSED RETAINING WALLS - _ - _ J ~ \ 1 12 2~ I EXISTING STREAM WETLANDS .~'~;~;~c,~,, ~4:-r,x - .M{:.,, ~ \ 198.77 ~ ~ \ I \ a
TO BE DESIGNED BY OTHERS v ~ I ~ ~N~86 ~ ~ \ ~ I ~ ~ PROPOS D FINI H
E S 1 ' ~ \ ~ \ FFE=593.0 ~ FLOOR ELEVATION
PROPOSED FLOOD FPE=593.0
PROTECTION ELEVATION LEVEL SPREADER NC EROSION
AND SEDIMENT C N ROL PLANNING
AND DESIGN MANUA STD. 6.40
3 SEE SHEET 18 F R ETAIL & DIMENSIONS. ~ Kc
r 'n i w r h This d awi gand/or the des gn sho n a e t e
O O N property of ESP Associates, P.A. The reproduction,
N alteration, copying or other use of this drawing
• ~ without their written consent is prohibited and any infringement will .be subject to legal action.
CO 800-63 -4949
.-i (D ESP Associates, P.A. 619D UllJff GVW1:

CONTRACTOR SHALL USE CARE IN AREAS WHERE PROPOSED GRADING IS CLOSE TO PROPERTY LINE. o APPROVAL OF THIS PLAN OR THE EROSION CONTROL PLAN DOES NOT AUTHORIZE GRADING OFF-SITE.
r
= N NOTE:
E 3 EXISTING STREAM WETLANDS SHOWN ON THESE PLANS WE DELINEATED BY ECOSCIENCE CORPORATION. 2 a 24 01 MULTI-FAMILY REVISION WRS PGG / / /
P A PROPOSED IMPACTS TO STREAMS AND WETLANDS ARE SUB ECT TO REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE DIVISION OF WATER QUALITY PERMITS. DE LOPER IS RESPONSIBLE FOR OBTAINING 1 3/19/01 ADD C856A, 15" RCP wRS/PCc
~ A APPROPRIATE PERMITS AND ADHERING TO PERMIT CONDITI S.
0 m N0. DATE REVISION BY
0
z w SHEET 111LE I OJ30
0
Y L STORM DRAINAGE AND GRADING PLAN 1"=ao'
a c 2 15 Ot
o - ~ - PROJECT AWN Y
~ - L L HARRISON PARK JAM CH K Y
P
F.~p e.~~nrre T~_e A d Tnumi n~ urevuew nir
m a.+r?i i11vN v v1111 LA! 1 •L7• ivnivi rrnniimr iv CLIENT DRAMNG N
C) engtneeringesurveyingeplanning OJ30UT1.DWG
N 4~ 7~W _ 10915 Southern Loop Boulevard
U = Pineville, NC 28194 [phone] o - CROSSMANN COMMUNITIES, INC.
C a 4339 STUART ANDREW BLVD., SUITE 201
w CHARLOTTE, NC 28217 PH: [phone]
FAX: [phone] of 18 SHT
~ t

i
J n,;; ,1 t GE E
~ ~ ~ / f~O~S Rp.
AP/ ~ "1 1 ~ pO ~ ,I 1k F P~~ NOTE. STOR DRAINAGE CHART F OR 0
9 i , 80 SHEET 6 OF' 18. ~ z
I I ~ , r I I I ~ Z s
I I 00 ;a k s cs L ~ Q ~
I _ I ~ i ~ I ~ : Structure ~ Invert Elev. 3 ~
1 ~ ~ I ; ti. I ~ 1 1 1 ~ I I , v 3 IE ~ ~
~ ~ I I ~ ;n~~: 1 0r, W W p,~ ~ a
1 ,
I J< I I I I ~ ~ W V ~ ~ n.\ o ~ a c a 3 0 E w AXHAW PARKWAY
~ I y \ o. I \ ~ . I ~ \ u. t- ~.u..'~' a ~ ~ in: ~ ~-U
I•/ I I I I ~ ~ , v ~ V 1 , \ T EU A CB41 w 64 C 2 292'~~ 1 5 623.50 609.20 0.0490 628.50
I 1 \ I o 1 1 I 1 / I o~ 1 a l~ I I I \ DRIVE
YI 5 1 b 1 I I ^h / ~ I ~ o 0842 0843 39 15 609.00 607.50 0,0388 6 PROJECT 15.32
1 ~ I ~ o 1 / I , ~ 2 ~ I I I I ~ ~ I t
/ e / I / = 90.2 / I CB43 CB44 270'' 18 607.30 597.20 0.0374 616.13
p0 / 1k ~ / / / $ 584.0 ~ I ~ _ X WAXHA W 0644 CB47 227 1 8 597.00 589.26 0.0341 603.16 NORTH FRONT STREET
~ 1, / , / I ~ ;II ~ ~
1 / / ( y~~ ~ t YI45 CB46 107' 15 589.06 588.00 0.0100 593,00
~ ~ ~ ° A FFE= 07. ~ / ~s. ° I ~ `Qty I ~ p I SCL RR SOUTH FRONT STREET
k ~ / ~ 7. / / / / A 0646 CB47 36 15 587.80 585 .00 0.0774 593.38
/ C ~ _ / ~ F -5 0.2 T ~ %f y' I \ / / ~ ~ / / / F = 84.0 \
I / / ~ CB47 0850 134 ' 18 582.61 575.50 0.0531 59 2.86
~ ~ / / \ I I o r;, ~ / / \ ~ / / / - ~ I ~ RIM=582.06 VICINITY MAP CB4 8 0649 56 15 586.46 584.57 0.0337
/ / - - ~S` I I _ / ~ / ~ / 1 \ ~ ~ INVERT IN=574.30 582.06 590.06 NOT TO SCALE 2T IN=574.30
FFE- 10.0 / F X59 .0 / ~ p I , / ~ ~ / A INV TOUT=574.15 _ CB49 CB50 35 ' 15 584.37 582.00 0.0672 588.17 T OUT-574.15
- / / ~ _ ~ i ~
/ / ~ ~ ~ FPEd 584.0 ~ h~ / / / 59 .0 / / / \ \ ~ P• 581. - i
/ / I I ~ v ~ ~ ~ / / I ,j / /
o ~ / / ~ v \ \ 1 / o / / / \ 1 ; Y169 C 70 B 102 15 612.15 610.95 0.0118 615.75
/ ~ \ ~ -s~2.a 1 ~ =sos.o / / ~ Structure ~ Invert Elev. ~ 0670 0872 125 15 610.75 594.85 0.1272 614,59 v o
~ I + / / _ ~ _ ~ E ~ ~
/ I I $ I ~ ~ \ / I ~ \ 1171 0672 168 15 595.90 594.85 0.0062 599.50 r N o a~
I I I I / ~ ~ / ~ ) I ~ / / =592.0 ~ ~ o ~ v ~ w ~ E rn o v ~ a o a~
I / FPE= 584.0 F =solo ~ l ~ I / ~ ~ ~ 7' CB72 CB73 314 24 594.65 590.25 0,0140 609.53 ~ o ~ ~ _a c a 3 0 ,E ~ F- Jv a~ ~ J !nv ~
YI 65 I \ I ~ 0673 DC674 34 24 590.05 589.80 0.0074 595.11
FFE= 14.0 _ 1 ~ ~ 1 I ~ a:, ~ CB 59 CB 60 109 15 600.50 599.80 0.0064 4 ~ 60 .00
\ ~ ~ s~ /I 0 1 I 1 II a/ \ l I DCB74 FES75 184 24 589.60 588.0 0.0087 595.11
1 1 ~ / ~ _ \ ~h \ I I -592.0 I I 0 / I I / FP = \ CB 60 CB 64 212 15 599.60 587.45 0.0573 605.13 0
\ I 586. ~ I ~ I \ I P• 2~ 2
i ~ \ \ I I ~ I 1 I / \ CB 64 DCB 66 54 24 584.15 583.55 0.0111 591.05
~ I - I I S2 ~ 1 1 ~ CB 66 CB 67 34 30 583.35 583.10 0.0074 588.38
I ° I ~ I -595. / ~ X00 o \ ~ ~ 1 ~ 1
a I I / 1 \ I F 614.51 I I I I / f I \ h r~ _ - f .
2+00 ~ I I I I + \ ~ z1 f,,, ;
rt YI 65 DCB 66 95 15 586.00 584.30 0.0179 589.50 ,.a,~ ~
I / - - \ , I / \ ~ RIM=583.14 NOTE:
/ / / / r 3m ~ ~ FFE~595. / -~1dVERT IN=575 ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED. I:`'' . ~ INVERT OUT=5i
J ~ I 1 / ~ / I ~i ; / / ~ / 4y; _ / I .
~ N ~ 1 ~ / ~ ~ + ~ / ~ ~ / I C
i / / l I ~ / / ? ~ FFE=59.5 ~ ~ ~ ~
_ ~ / ~ FPE- 588.0 ~ I I ~ ~ ya,-~. ° ' r. k00 I EXISTING STREAMS TO REMAIN UND TURBED. CONTRACTOR ti:~'~; t''~' S ~
/ i / ) , f ' I ~ / / ~ / / , a3.3 IS RESPONSIBLE FOR PROTECTING REAMS THROUGHOUT THE ,,,dry,
~ , - / / / ,ku~r ,6 -6 LIFE OF PROJECT. STREAM DISTUR ANCE WITHOUT
\ _ _ FF s~.5 / / / , 1 ,~fR i I _ / -5 .5 / / .,~;;,r„~. / X00 `I,,, 4 R` ~ I APPROPRIAT P E ERMITS IS A VIOLAT N OF FEDERAL LAW. LEGEND
o I / / ca- i i / FPE- 590.0 / / , _ _ ~ 593.0 a~ / ~ a ~ I
i ~ ~ i ~ / FPE= 59 .0 / / ,~~•~,T~' ' ~ ~ ' . ~ ~ PROPERTY LINE `-~v ' ~ -
/ - ~ ~ ~ =593.0 ~ ` ~ y
~ / ~ FPE- 593.0 / / ~ , : ~ EXISTING CONTOURS
/ -815.5 / , , f,~
i ~ w' i / / r / ~ PROPOSED CONTOUR
/ EXISTING T - - - SORM DRAIN ~ _ _ _ ~
4
/ ~ / w ~ ~ / ~ ~ ~ _ ~ ~A PROPOSED STORM DRAIN
v ~ / ~ ~Y,,.: 0 I ~ W~ g+00 WITH RIP RAP APRON , 4.81
/ / v ~ ~ ~g. ~ ~ Q - .b 1 2~ x a ~ XS `Z% ~ EXISTING STREAM WETLANDS ' pair'` ;~;,,s~; ~;:~`f'r'~,f.~,.`
~ q e ~ ~ V ~ / 1~ •
\ ~ y{~. a+,a'' ~ y{ ~i \ } ' PROPOSED FINI \ ` SH FFE=593.0
~ FLOOR ELEVATION ~ \ ;f;
\ FFE 1C\5.0 4 N~y, ~ x , ~ _ _ - - \ \
~ ~ ~ / 1 ( \ ~ PROPOSED FLOOD ~ FPE=593.0
1 I ~ ~ w'~'b~n~ rr~~ i_ is v, v '11v~.._{ i PROTECTION ELEVATION \
~ V ~ \ a yrv*~1~~ i k _,F~ ~ 1 1!; ~ C ~ t ~ ~ a / A t~ t u
\ ` '
615.0 ~ ~ ni:. , \ , 1 'x \ Y.~ :tilt
~ l'• ~ ~ i A \ \ I ~ ~ S. a iii '.:~~a ~i ` 9A~., - i `s'^ \ \ \
~ 1 ~ ~ ~ .M,~s 'r \ \ , k^ qty. ~,a~~7 7~:' :J ;d~ a ~ / ~ \ ' V ~ \ NOTE:
.:N. r ~ . ~ ~ \ ; ~ ~ ~ ' EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE DELINEATED BY
1 ECOSCIENCE CORPORATION. PROPOSED IMPACTS TO STREAMS AND WETLANDS
~ ~ ,~~a~, ~ Y. ~ ~ \ ~t.~ n ~ a~ ~ < < ~ ~ v ~ i ~ ~ ~ ~ ,,,~z CONTRACTOR IS ESPONSIBLE ~R ~RQTECTING WETLAN ~ ~ ~ r~s 1 ,.~.r,,,. ARE SUBJECT TO REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE DIVISION
° ~ r<t THROUGHOUk ONSTRUCTIO -OF THIS PROJ CT. T A 1 ~ . E_ WE L N ~ ~ ~ OF WATER QUALITY PERMITS. DEVELOPER IS RESPONSIBLE FOR TAININ OB G
~ ~ ~ ~<:;"~.~`u ~ _ < ~_,x DISTURBANCE WITHOU~T~ OE APPROVAL IS A r ~:.i T , , , F , , . CATION 0 ~ v ~ ~ , ra ,t. ~ I APPROPRIATE PERMITS AND ADHERING TO PERMIT CONDITIONS. ~
v y^;,-, , ~ ~ r FEDEf~AL LAW. ~ , ~ F -615.5 ~ \ ~ a ~ ~ ~~fK
1 R5^ l 1, ~ ~ ~ 7~'R'Y \ ar,~ \ '`tis::; '`~$t \RIM=586.14
v - ~ ~ ~ ~~ti ~ ~ v 615.0 \ 1 , ~ ~ ~ "~+f; YNVERT IN=580.58 ~ \
~ ~ t \ ~ / \ \ r-; cn ~ _ ~ 615.5 1 \ , a. / ~ ~ " INVERT OUT=580.40 \ ~'r'', ~ ~~',1,;
~ v \ v FFE 15.0 \ + ~ E;~ ~r \ ~ / ~ \ 1 ~..ry ~ ~'n, 1 `''/t+ '
~F-.~ 'fit ~Hr~± , s' z. a ~ / ~ A V ~ \ o A ~ ~ A ~ ~~~~'t ~ ~ \ ~ 1 v au Kc a~-rau _
1 ~ This drawing anu~or the design shown are the
\ ~ I 1 , ~ ~ ~ ti r~Ur~ ~ ,,,r , ~ / / v 1 \ A ~f~,~, r.r' . µ;l ~ property of ESP Associates, P. A. The reproduction, ~ ° ~ " alteration, copying or other use of this drawing
~ ` \ ~ ~ \ ~ I without their written consent is rohibited and on ~ P Y
\ ~ ~t ( ~ , / \ 1 lD \ dy 1 \ \ µ X~ ~ \ 1 I ~ ; infringement will be subject to legal action.
0 632 4 4 99 1 ~ ~ ~ ESP Associates, P.A.
~ .x i ~ I ~ \ I I \ ) ~ \ ~ 1 / 1 ~IOD UfUfi AW~GE ?c '
I \ Mat: o ~ / 1 ~ \ \ \ \ ~ PDE TO BE COCA ED ~(T I I 1
r \ \ N86 \ - EDGE OF EXISTING WETLANDS ~ 1 1
\ I 112 2~9 I ~ \ W 198 ~ /
\ \ 1 I 1 ~ ~ ~ - / m ~ \ ~ ~ 1\ / 1 I I ~ W / I I ,l', I , ~ 2 8 24 01 MULTI-FAMILY REVISION WRS P
i ~ D - 1 ~ ~ r;; ~ ~ ~ ~ ~ GG f..,
\ ~ i ~ / - 1 3 8 01 REVID D P ~ ~ E ER NCDENR COMMENTS EDS~SMG
\ \ \ 85 54' / . 11 W 4750 -
o 2 - I / / / ~ N0. DATE REVISION BY
J / Z ' - - w C- 1 / ~ ~ / SHEET 11TLE F'.'
o / / Y / / „ys .r, ~ OJ30 i ~ ~F~~: I~x
1 ~ STORM DRAINAGE AND GRADING PLAN 1"=40'
a ' / ~ - / ~s- - f A ~`r' ~ 2 15 Ot iII
o - \ ~ ~ \ \ ~1' nk, PROJECT
L \ \ '~~f fit; ~ HARRISON PARK CH K YAM
(0 ~.i ~ > ~ , ~
F..~'P e.~~nrre TF.~' p e ~~r~t
~+iv1 iaNIV v ViL111JAJ 1 •Ll? m :5 I TOWN OF WAXHAW NC
CD engineeringosurveying.planning CLIENT DRAMNG OJ30UT]jDWG
tn
u _ 10915 Southern Loop Boulevard Pineville, WC 28194 [phone] o - CROSSMANN COMMUNITIES INC.
L CL RIM=592.29 4339 STUART ANDREW BLCD., SUITE 201
w INVERT OUT=585.09 CHARLOTTE, NC 28217
6 PH: [phone]
t.- FAX: [phone] of t

NOTE: ~~,cE
EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE ROSS RQ. f P~~
DELINEATED BY ECOSCIENCE CORPORATION. PROPOSED IMPACTS TO STREAMS AND WETLANDS ARE SUBJECT TO 0 a
REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE NOTE: ~ Zo
DIVISION OF WATER QUALITY PERMITS. DEVELOPER IS ALL PIPES WILL Z BE CLA S Ili UNLESS OTHERWISE NOTED. 5 s
RESPONSIBLE FOR OBTAINING APPROPRIATE PERMITS AND Q ~ y~
ADHERING TO PERMIT CON I CB 5C D TIONS. C8 50 3 a
x Q
~ ~ 1 II ~ / ~ ~ 3
k \ I \ I ~=597. I \ i o ,l ~ ,f ° / I ' ~ waxes
~ ti~ 1 I R \ 1 I \ ~ \ ~ I / I ii ~ - ; AW PARKWAY J / ~ a,;, RIM-575,85
p.- 1 ~ I I E= 98.9 A \ \ \ A ~d \ a I / ~ ~ ~i ~ INVE T IN=570.30 :1~ I~ ~ ~
1 I E=62.9 0 2• IF} TOUT=570.15 EUTAW 00 ~ 1 \ - ~ ~ DRIVE
rn / 1 ~ ~ / ~ l tiko r~ I I I I ~ I I =6 4.9 ~ l tik ~ PE 1 }4~ \ y \
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C C 5A I ! ' ~ ~ ~ I 1 I I I I ~ , I ~ I I I , \ ~S 1 I I I , +h
I I / =so s I / I o ~ I I ~'0UF I I 1 .,o. I I ~ \ WAXHA W
I I ~ ! ~ / - 1 i \ I I ~ ~ ~ j; \ NORTH FRONT STREET
~ 6 I / / / ~ ti~ 1 ~ E~s08.8 / / I ~~,k~ I 1 1 I I 1 I
I / / I CB I I / ~ / I ! ~ ( I l CB 49 ~ . , ~ v / I I I
v I ~ CB' 44 / ~ / oo ~ ~ I / l l I i I / 1 / ~ \ SCL RR SOUTH FRONT / I I I I , STREET 1 ~ F
/ / ~ / / I s ° . 's
v s1o.d ~ ' ~ ~ l / / ~ / / ~ / =59 0 1 ~ I
/ / ~ I / ~ / ~k°4 11 / I ~ 1 I I I ~ ~k ~ v ~ ? VICINITY M
r l I I I / 1\ ! F~I s I / f / / F E=592.0 ~ I ~ \ A P \ 1 I ti s 1 I 1 2 (NOT TO SCALE)
1 I c' 1 / / 1 I / C / / F 594. ~ 1 594. / \ , ; ~ 9 I 1`
I ~ ~ 1 ~ - / / F =5 5.2 / I v ; , ~
~s13.~ I / i I I ~ ~ G / / / / ~ \ - / 1 ~ v ~
o I h ~ v F E 598. / / / / v v 1 . v ~ NOTE. SEE SHE v ET50F18
~ N~ ~ F E=60 .0 / ~ r` \ \ `t ~ \ \ / FOR STO
~ 1 / I / / < 15 I / ~ RM DRAINAGE CHA \ RT. \ / \ ~
~ / I , ~ -so2.o 1 I / F =s1 .8 I ~ I / \ / I
~ ~ / ~ / \ , Q
\ ~ \ ~
I ~ ~ ~ \ I / l I I l I ~ ° \ ~ \ 5 \ ~ ~ \ \ A
I ~ I f - V ~ \ ~
---'v ~ I I \ ~ I F -598.5\ ~ 59.5 ~ \ i ~ I \ \ ~ ~
i / ~ ~ I / F E=6Yf.8 / I ~ _ I \ eo ~ ~ 1
I ' / / E 09. - ~ ~ $ 5 ~ I C \ / / ~ / ~ ~ ~Q e I I =00.5 ~ / 1 \ ~ ~ ,.y, \ \
n / i / / h / ~ ~ I Fes; 1 ~ v \ \ ~~A~~' ~ FFE=60 0 V ~ V A
o / / / \ - - ~ / V A 1 ~ ~ ~\A' _e / v v ~ v ~ e . ~
i ~ \ ~ FF 0604. + 1 / ~ ~ ~ / s11. N s < ~ / / / ~ 604. ~ \ 1 1 / V A ~ \ \ FFE~59.0 ~ ~'~^rh
\ \ ~ ~ _ \ $FE ¢06. \ ' \ t~PE 4.0 \ ~
/ / \ \ 1 \
\ ~ ~ ' ~ FFE=6Q7.8 I I \ \ ~ ~ / ~ - _ \ \ \ I I I / 1\ , \ ~ ~ \
1 ~ / , F -s a \ ~ I 1 / v v 1 ~ ~ ~
~ \ ~ i ~ - F E=611.2 ~ I ~ 00 \ ~ ~ ~ ~ 1 P \ ` \ \ \
! \ 5 , \ I I / \ f~= 94. ~ / \ ~ \ \ FEE= 8 .0 A V A \ \ 1 ~
/ \ \ I cv 1 1 / / / ~ _ _ \ \ I ~ ~ \ \ ~ \ ~ \ ~ ~ ,;:1:
\ / _ + ~ \ \ 1 / ~ ~ 1 '''c'' . 00 1 \ 1 \ 1 0 k ~ ~ 1 1 1 t-.s 1~
=622.0 1 i ~ ~ \ \ \ \ \ \ / ~ ~ 1 1 1 0 / 1
W I FFE 613.0- ~ \ \ l I C 2 I / \ \ / CB ~3 1 1 ~ ==N
/ / ~ - / 1 I 1FP 8
o I i ~ / ~ / / 1 / ~ / V \ 3 i I ,r;~:, ~ I 1 I
N
I 24.0 / I / 620 0~ ~ ~ / F =s14.0, - - \ \ t ~ J i ~ / ^ ~ 1 11 ~ 1 \ l / FFr{=598.0 , 1 1 \ \
I / / / / - i ~ ~ 1 \ / ~ ~ / 1 I I ~ ~r ~ ~ F- 1 1 ~ ~ - ao.o 1 r~ ~
i i ~ ~ / ~ ~ 1 I ~ ` ` / ~ FFE= 92. 1 ~ ' ~ I 1 1 6~ o ~ FP = 84. \
1 I ~ ~ 00 1 ~ i =602.0 0 ~ ~ ~ ; I l I 1 1 v
1 w I ~ ~ i - 1 , - I ~ J ~ ~ ~ 1 ~ / / =604.6 I ~ ~ / ~ / ~ I I 1
\ / / = Q ' / / 1 1 / ~ / / p F ~ 62 .0 \ o ' / / ' =615.5 ' / 1 ~ / 1 1 , w
\ / / ~ ` / \ \ i / \ I \ o / / ~ B d' \ + I ~ i / / F E=606.0 I I 1 1 I , ~ I 1 I I I ~ ,z;
~ I / ~ ~ ~ ~ / F E=606.0 ~ ~ I I FF =5 1. / i 1 •t;
I I I ~ _ / ~ ~ / - 8.0 d- ` / I ~ \ / / / I I ~ / ~ ~1
/ ' i ~ \ ~ / N I / ~ I I 1 / ~ I I i _ _ I
1 1 i ~ ~ / ~ \ E=6270 ~ \ \ E~10.0 / \ ~
/ / / _ ~ \ \1 617.0 \ n / / \ 1 ~ i ~ I I I 1 I / \ Al I I v
i / I \ / N\ I - / ~ ~ ~ I - - \ ~ / no ~ I I n I F I Till B I I I
\ I s26!o / ~ ~ ' I i III \ / / \ ~ ~ I I I I ~ I I ~
I ~ l I~ I ES 6 I
\ \ I I I / / / o I ~ ° 1 I ° ! ~ LEGEND
s271o - ~ \ Y 6~ _ I \ s1s. / I I ~ ~ \ \ I I F =96.01 I I ~
1 , ~ ~ \ \ 1 0 1 I F 598.0 I I Q/ ! PROPERTY LINE
I FFE=618.5 ~ I h I l ~ I J I I EXISTING CONTOURS - - - _ _ _ _ _ _ _
I 1 62.0 C 70 ~ \ 1 0 ~ / / / \ ~ ~ I F~a I / ! 606.0 I I ~ ~ PROPOSED C NT
1 1 ~ / / I ~ - ~ ~ I I / ~ I ~ I I / I 11 I I 0 OUR ~ t 1 E so2.Q / / I ~ ! a EXISTNG STORM DRAIN -
I / ~ ! 0 1 , ~ ! ! ~ ~4
~I \ \ Y \ - _ I I / / FFE=68.0 / / / ~ I ~ / / PROPOSED STORM DRAIN
N _ I / / ! I I / 1 FFE=605.0 ~ / / y WITH RIP RAP APRON
.o / ~ ~ \ + \ ~ v ~ v ~ m~ ~ ~ ~ v / / I /
NI ~ ~ \ cv \ ~ ~ \ ~ \ l ~~"o° ; ~ / / / ~ EXISTIN 5,^ r ; ~t , t,, ~ , , / / G STREAM~WETLANDS ~,,.,~~<<..,~f, ~ / / / FF 59g2
\ ~ i \ / ~ / / / r PROPOSED FINISH _
B 4"t' ~ / , A FFE=s 7. 1 / + ~ FFE-593.0 _ / ~ FLOOR ELEVATION FFE 6 7. ~ ~ ~ o
1 v ~ ~i2.a I + ~ ° I k / p ~ PROPOSED FLO ~ ~ / OD
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1 I \ ~ ~ ~ I ~ 3 \ I ~ \ ~ i ~ C,B 7 ~ / / ~
I FFE= 10. ~ ~ i ~ / / /
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o ~ ! ~ m ~ o ~ FF =s24. ~ I r / I 1 8/24/01 MULTI-FAMILY REVISION ~ r ! r(I 51 wRS/PCc
~ ~ / i q ~ ~ FFE= 4.0 o + I =35.6 _ \ I ~ 1 ~ ~ \ -627.0 o I 1 \ / I I 11 ~
w I I ~ ~ h ~ ~ 1 ~ / ~ I N0. DATE REVISION gY /
o ! ~ ~ \ / I I r \ ' ( I SHEET TITLE
Y \ ~ 1 L ~ \ \ ~ ro I I 1 \ \ 1 I CNL N.C. OhF~'iUL I ~ ~ OJ30
d ~ ~ i J ~ ~ ~ I
_ I 1 m ~ \ / =628 / 1 0° ' 1 I I STORM DRAINAGE AND GRADING PLAN 1"=40' I o \ _ I / o I I I F -595.
~ _ I ~ ~ F 0636.0 / ~ ~ - / 0 + + 2 15 01 J I I I PROJECT Y
- ~ o ~ F E=614. I I I I I / I I I / JAM
\ \ ~ o / I o / o i- ~ ~ ~ ~ I I I ,,r HARRISON PARK H K Y / 44 9 / ! I
~ T.1lYT i rv~ n _ i -L r ~ r 1 r I I A I ? turn ~mnv ruuur G
P.A. . ~ ~ „r-~ i I I 1 1 'I 1 1 1. 1 1 it I I i~ 1 i ~ j ~ ~ w mun uwu~ TOWN
engineeringesurveyLngeplannin OF WAXHAW NC CLIENT D WN N
9 This drawing and/or the design shown are the OJ30UT3,DWG
o _ 10915 Southern Loop Bovlevani _ Pineville, NC 29134 [phone] CL property of ESP Associates, P.A. The reproduction
CROSSMANN alteration, copying or other use of this drawing COMMUNITIES , INC. without their written consent is prohibited and any 4339 STUART ANDREW BLVD., SUITE 201
w infringement will be subject to legal action. CHARLOTTE NC 28217
w i ESP Associates, P.A. PH: [phone]
FAX: [phone] - or _ sHr

c~
~NO~'ao~
RIM=565 0 ~ 4 r.:' ~ J. ; ~ INVE IN=558.00 ~ / ~ ~ . ~ ~ ~ fP r ~ r k \
i ~ ~ ~ ~ ~ . ) RIM=55 21 I RT OUT=557. / ' ~ ~ o Z i
~ INVERT IN 553.31 / ~ ~ ~lu1H ~
~ N RT O \ Q I VE OU / ~ , ~ ~ ~ I ~ \ ~ 35 R
~.,.,r.; ~ / ~ / z ~ \ ~cL f2~T-563.71 EAR BUFFER ~ \ ~ (MEASURED FROM TOP OF BANK ;
\ mob. / ~ ~ ~ O A S Y ~ \ - \
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- ~h ` / / 35' REAR BUFFER INVER our ~ / / 'n ~o ~ / / ~ \ \ ~ i,;. /
-x _ ~ ~ MEASURED FROM TOP OF BANK / / ~ ~ / . ~ FFE 57 FFE=57,9. \ ~ ti „f I \ EUTAW
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- ~ o o ~ ~ v v 1 1 ~ SEE WAXHAW PARKWAY PLANS NORTH FRONT STREET
\ ~ s \ / / \ \ ~ F R \ f ; ~ 0 DETAILED CULVERT INFORMATION
/ F \ / g G ~J / oo f I , ND STORM SEWER INFORMAION SCL RR SOU1H FRONT STREET ~ ~ 1
\ / / \ a• ~ ~ / \ 1 I S 1 i
~ \ ~ = 59.6 G / ~ / / - \ ~ ~ ~ \ E-57.0 1
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~ \ ~ ~ IN TOUT=555 / .7 ~ ~ / i ~ ~ ~ a ' t I VICINITY MAP I -
9 - .'~5 ~ ~ _ (NOT TO SCALE) ~ \ \ \ 0 2 , ~ 565.26
~ / PPE .568. \ \ ~ ~ ~ n / / ~ ~ \ 1 1 1 \ \ 1 ~ -
\ \ \ N r ! ~ ~ / / / \ ~ ~ _
~ ~ ~ i i i i/ / / / 40
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~v\ E . / / ~ ~ / \ / / 1 ~ / Structure ~ Invert Elev. ~ 1 ~ ~ ~ ` \ a~
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/ \ \ ~ ~ ~ \ ~ I I / / \ ~ ( r ~ ~ ~ ~ ~ ~ ~ J (n u ~
\ ~ \ 1 / r ~ ~ ~ r - / \ ~ \ ~ -360- I ~ \ M ~BURI (b0 ~ \ ' ~ ~ ~ CB 26 CB 27 1' 580.6 1 ~ , ~ 6 15 9 577.29 0.0555 584.25
~ \ \ _ r ~ \ I l \ ~ ~
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\ ~ \ \ ~ - I I 1 / ~ ~ x ~ \ 1 I I /1 / ~ ~ ~ \ 1 \ \ i~ CB 28 CB 29 i \ \ ~ 165 15 576.73 571.00 0.0347 580.79 1 \
~ \ ~ 'QO \ Ft579.0 I ` 1 l ~ 1 1 ~ ~ : CB 29 CB 30 62' 18" 570.92 570.00 0.0149 74
~ ~ \ \ ~ ~ \ _ _ E .0 \ \ 1 1 1 1 1 1
\ ~ ~ ~ \ \ FE3578 D"1 \ ~ \ I \ ~ I FE= 79.0 \ 1 \ ~ " \ \ \ 1 0° IM=572.36 CB 34 CB 32 94 15 569.80 569.33 0.0050 575.44
~ ~ o B 34 ~ ~ ~ ~ ~ E 568.0 \ 3~1 \ 1 \ ~k i 1 IN - VERT IN- 566.75
~ ~ ~ ~ \ / 0 I I \ ~ INVERT our= CB 32 CB 30 82' 15" 569.13 568.72 0.0050 574.52 \ \ \ \ 566.59
\ ~ \ \ \ I ~ , o \ \ ~ \ 1 I I I \~PRW 1 "
\ \ \ ~ I I C 2~ ~ ~ _ _ ~ I I I \ B \ \ CB 30 CB 31 34 24 568.52 568.35 0.0050 573.84 \ 1 \ i \ pp
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I \ ~ ~ ~ 1 \ 1 \ \ ~ ~ ~ \ ~ ~ I J ~ \ ~
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\ ~ ~ ~ I \ 1 x CB 52 CB 53 36 15" 572.40 571.60 0.0189 581.17
\ \ \ ~ C I PA KWA ` i C 11B I 'A KWA v A KW~ C 11 B \ . .I'_, CB 53 CB 10 95 15 571.40 569.60 0.0426 581.41
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\ ~ I / ~ C 0 I I 1 ( I \ \ I \ r NOTE:
~ \ I 1 l I ! \ ~ B ,z 1 1 1 I 1 I I ~ \ I i \ I J'a ~ ~ \ 1 I \ 1 ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED.
B 26 ~ 1 CB 9 I 1 I ~1 ~ ~ I / I \ I 1 I \1 I \
1 I ~ \ ~ ~ / r ( ~ ~ LEGEND \ ~ 1 y ~ ~
~ 1 ~ ~ ~ \ I ~ F E_ ~ \ ~ ~ ~ \ \ 2 +00
L..,.•.... FFE=549.0 _ \ ~ ~ ~ 1 2 ~ ~ 77.54 PROPERTY LINE
/ \ ) \ ~ / ~ FF 57.0 1 1 1 \ \ IX ~ 5 L ~
EXISTINd 4r 1 \ \ 1 Y 1 EXISTING CONTOURS \ \ 1 ~ . ,I .
STRUCTU ~ \ \ \ ~ ~ / _ 1 1 ~ - 9.0 / 1 1 \ I 1 v v v \ v I 1. 1
~ I \ \ \ -5~,0 / / \ ~x \ X TO BE al ~ 1 / 1 ~ I PROPOSED CONTOUR x \ V 01 \ 1 ~ \ i = 0 1 1 I
REMOVE \ ` ~ l ~ \ 1 I ~ o ~ \ ~ ~ ,N 1 EXISTING STORM DRAIN - - -
~ ~ 1 1 ~ 1;1 ~ / \ / I
~ ~ / 1 ~ 1 ~ FE=585. 1 ~ PROPOSED STORM GRAIN I FPE=580. \ ~ WITH RIP RAP
~ \ \ ~ ~ 1 _ ~ 1 - \ ~ / I ~ 1 1 1 1 APRON 1 I ~ I 1 ~ ~
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\ \ ,I _ I \ \ \ I I NOTE:
\ ~ / - I / / 1 \ I I I + EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE DELINEATED ~ ~ fFE= 8s.o I I ~ x 577.6 BY ECOSCI N
I ~ ~ / ~ FPE= o.o I I \ ~ . E E CE CORPORA110N. PROPOSED IMPACTS TO STREAMS AND / o ~ 1 I I I WETLANDS ARE SUBJECT TO REQUIREMENTS OF APPROPRIATE ACOE AND
/ I / ~ \ .I o ~ / 1 I I NC STATE DIVISION OF WATER QUALITY PERMITS. DEVELOPER IS
/ I ~ \ ~ \ , ~ / \ ~ \ \ I \ \ / R I I \ ESPONSIBLE FOR OBTAINING APPROPRIATE PERMITS AND ADHERING TO
~ - / \ ~ 98..8 \ / ~ ~ \ 1 ~ ~ \ ~ \ / ~ ~ PERMIT CONDITI N 0 S. I II \
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- \ / \ \ \ + / FFE=5 .7 1.7 I ; / i i / i
i ~ II / I I , r 5 DV PR \ ~ E ELO E TO I I 51 ~ i
\ \ ,C ~ ~ =53.7 REQUEST RELOG I _ / 1 I f / 5+0
~ / ~ 5 .7 OF EXISTING 1 \ ~ I ~ ~ ~ / xs 2 ` 5 2
1 I I ' POWER POLES ~ \ 1 \ FFE= 7.I7 \ \ / / / / ~ F 5 .0 V: \ I FP =5 .0 10
~ \ / / .v f i I ~
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ti~ 1 \ FFE 597.7 ~ o ~ I \ \ \ 111 f ~ ( ~ ~ 1QI pC f I ~ INVENT IN=570.3 This drawin and or the desi n shown are the
o ' 1 I V cu O FFE 598.9 ~ ~ 9 ~ ~ FFE 92 INV~tT OUT=570 property of ESP Associates, t`. A. The reproduction,
\ I ~ ~ i o0 0 1 I 02.9 \ l J I 1 I t+ 0 1 ~k0 ~ PE 8 . 1 alteration, copying or other use of this drawing
1 ~ I ~ r~ / I I I I Q I I \ >?11 I I / 1 \ witho \ ut their written consent is prohibited Ond any ~ I I G infrin ement will be sub'e
1 ~ =doa.9 I I I / 1 I ~ i ~ I ! 1 / I \ g ~ ct to legal action. - 6 4949 ~ I~
C I ~ I I m I I ~ 1 0l ~ I I 1 ~ ESP Associates, P.A. I ~ \ ~ I 1 ~ ~nua unm auw~
I / I/ I I I /1 FFE=6 .6 1 I 1 ~ ~
/ I I I / o ) / , o l ~ 1 T' ~ t 1 I I ~ l I I I
~ ~ x ~ I / / / ~ 1 ~ / / 1 1 / ` I \ 3 8 24 01 MULTI-FAMILY R VI I / I I ~ / / E S ON WRS/PGG
ti -sos.~ / / ~ ~ l~ 1 1 1 / I / oo ~ ~ / I 1 1// l 1 1 / ~ ~ . ,
m V i ( ~ I l 3 ~ I I I / / / 1 1 ~ I I / / i / n i / ( / / ~ ? I . 1 "4~ 2 3 30 1 R VI T N / /0 E SED PER OWN OF WAXHAW JAM/GPP/PGG / \ ~ ~ CONDITIONAL APPROVAL
I ~ / ~ Q l / / / ~l I ~ I
~ \ FE 610.5 / ~ / o ~ / ~ / / / F =,59$0 ~ 1 I I ~ 1 3/8/01 REVISED PER NCDENR COMMENTS EDS/SMG ~ 1 I I I x
m / 11 ~ / \ 1 \ .,;a= =592.0 / \ ~ I I N0. DATE REVISION BY
o I ~ / 4 / l l / =592 1 I I I ~ \ / 6f / ~ ~ ~ l I I I ~ \ ~ ,
z 1 I 1 / i / /FFE 594. o ~ / \ / I 1~ z+ SHEET TITLE J
~ 1 / / =5 5.2 Y I ~ - / / I \ _ OJ30 1
0 1 =813.6 I / ~ \ ~ / / / a / 1 f / ~ l / ! ~ \ \ \ STORM DRAINAGE AND GRADING PLAN 1 °=ao'
, I I x0 r - ~ ~ ~ FFE-598. / / o I ~ / ~ r I l l I `a,~- 2 15 Ot
_ I I I 1 ~ \ \ \ ;t: PROJECT j ~ V \ JAM
~ \ HARRISON PARK cK Y 1 \
z ~ ~ \ x602.0 v I I I / ~ 1 / 1 ~ \
o ESP ASSOCIATES. P.A. FFE=615.8 I ~ I \ . _ , ,,i \ . \ /C \ T(~I\/AI l~l~ 111A\/Il Alll \I!\
/ \ \ \ \ \ 10 \ \ \ \ \ CLIENT IVYYIV Vr YYHACiHYY IN N
o en ineerin •surve in . lannin I ~I I E s0o 9 9 1! 9p 9 \ \ -Wk OJ30U T4. DWG
~ 10915 Southern Loop Boulevard v = Pineville, M 28134 [phone]
1 08.0 o - CROSSMANN COMMUNITIES INC. \ \ .
I FFE-985\ "FF 54 5 \ @ 84. 4339 STUART ANDREW BLVD. SUITE 201
I \ \ 1 \ CHARLOTTE, NC 28217 \ \ PH: 704 527-2550
609.5 i \ \ \ \ \ \ • FAX: [phone] ? of 1B sHr
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' ~ \ 1 _ - _ J =574. ~ ~ \ I
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_ _ ~ FFE 573 _ _
- - .0 _ - ~ 1 \ - ~ ~ 1
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- ' ~ - - ~8 FFE=57i.8 ~ \ I (NOT TO SCALE)
~ ~ ~ FPE=56p,p_ ~ / ~ - ~ g 00
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I \ ~ VERT IN= ATTAINABLE i a~ ~ ~
\ 'I / I VE OUT=UNATTAINAB ~ / ~ / ~ \ \ 1 I ~ ~ E ~ ~
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I \ \ 5 , \ \ \ I I \ 11
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~ ~ I 23 , o 0 1 ~ CB 20 CB 21 45' 24" 571.85 571.49 0.0079
I I 1 i 1 1 576.37
FFE=577. \ FF \ 1 / ~ ~ of ~ ~ I I \ a o CB 21 CB 22 " 4 571.29 570,97 0.0157 575.74
I ~ ~ , I ~ ' ''ti 35 I ~ \ REAR BUFFER \ \ ~h.
\ ~ x h MEASURE 1 ( D FROM TOP OF B CB 22 CB 23 1 "
~ \ ~ ~ \ \ ~ ~ ~ )P OF B K 6 24 570.77 566.00 0.0290 575.72
I 1 \ ~ \ \ ~ CB 23 CB 24 34' 30" 565.80 5fi5.20 0.0175 570.7 5
\ I ~ ` ~ J RIM=55 21 \ \ CB 24 FES25 111' 556.00 555.00 0.0090
\ 1 =7. i \ \ \ ~ I _ c~ INVERT IN 55.31 570.75
\ ~ F 0 00 IN \ \ \ ~ 1 VERT OU , NOTE:
l \ 1 ~ 1 0o I ,a ~ ~ / i ~ s ALL PIPE S WILL BE CLASS III UNLESS OTHERWISE NOTED. ~
\ I _ ~ ~ \ ~ \ I - - - ~ 1 ~ . ~ ~ ~
~ oh ~ 1 ~ ~ ~
1 1 I 1 s I ~ ~ \ 1 ~ ~ / k LEGEN ~ / D
\ V I ) ~ . h.: ~ ~ rO~ IM=562.9 ~ ~ / / ~ \ ~ ~ 6- ~ ~ INVERT IN=556.
\ I F k ~ ~ hO x / ~ INVER PROPERTY LINE
~ ~o ~ 1 ~ ~ I I ~=5as.o ~ 2 J I ~ ~ ~4 ~ 5 4. ^ ~i
I 1 ~ 1 w +1, 1 / ! ~ ~ ~ ~ I 1 I I _ ~ ` • ~ H I ~ ~ / » r`4 ~ ~ EXISTING CONTOURS RIM=5B.3 ~ ~
I ~ CL INVER 554.53 ~j / ~ , ~
FF =585.0 I B `2 ~ ~s ,r,,~ I \ I I ~ ~ PROPOSED CONTOUR
~ ~ , . , I I I I I X ^ ~ ~ ~ / ~ .~M ~ EXIS ',tip, , ~ ,a~ ~ 11NG STORM DRAIN - -
I o O ~ I v ~ k~ , I I E~ / ' .~r .
I ~s k o ~ / ~ _ _ \ ^ - ~ \ \ ~S 5~~ ~ 4~,j,' ° , ~ ~ ~ PROPOSED STORM DRA ~ , ~P ~ ; ~ IN
1 v ~ ~ ~ \ 1 I I I ~ 7. 1 I I 583.0 I ~ \ _ oy ~ • ~ WITH RIP RAP APRON \ 5 ~ 9~ ~r~
\ \ \ \ I \ - \ ~ 1 I \ 0• / \ ~ 5 c , EXISTING STREAM/WETLANDS , ~
1 \ I \ 1 ~ ~ i ~ ~~J ~ E 5
1 1 + ~ ~ \ I ~ ~ ~ o p / ~I'o ~
1 ~ \ ~ ~ 1 \ ~ \ \ 1 >r ~1~1= 59.6 c } - / ~ PROPOSED FINISH 6 • _ ~o~ x''~ ~ - FLOOR ELEVATION FFE-593.0 ` f0 RT IN-5 ~
\ 1 I 1 1 ~ 1 v ~ ~ / ~ ~1 •r ; , IN TOUT=555. ~ .7 ~ j
1 1 1 \ I ~ ~ 1 FF~=585.5 J 1 \ I I ~ 0 \ \ ~ X / i ~ ~ - PROPOSED FLOOD 0 ~ 1 ~ / ~ ~ ~ PROTECTION ELEVATION FPE 593.0
1 1 1 I ~ 1 \ v ° ~ \ '585.0 ~ \ 1 \ i ~ \ i ~.i ~
~ ~ ~ - ~ /
`5 ~ 1 I \ ~ ~ \ \ - 1.3 ~ \ \ \ 1 1 ~ I + ~ / ~ ~ \ 1 ( ~ \ \ 11 1 / \ \ \
~l ~ ~ \ ~ 1 1 i ` ~ \ \ a / ~ NOTE: \ / / ~
1 I 1 ~ ~ \ 1 ~ ~ o ~ F \ I \ • / ~ ~ EXISTING STREAM WETI AN / / ~ ~ / DS SHOWN ON THESE PLANS WERE ~ DELINEAT ' / / ~ ~ ED BY ECOSCIENCE CORPORATION. PROPOSED
- ~ 1 ~ I I \ \ I ,;;_8. I ' - - / / / ~ IMPACTS TO STREAMS AND / ~ O
- ~ ~ / ~ WETLANDS ARE SUBJECT T ~ / / REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE ~ 1 _ r
1 ~ / , \ I ~ , o \ \ FF = 5.5 ~ II \ - - - - ~ / DIVISION OF WATER QUALITY PERMITS. / DEVELOPER IS
/ - \ x ~ / RESPONSIBLE FOR OBTAINING APPROPRIATE PER IT I ~ M S AND
\ I ~ \ \ / ~ ADHERING TO PERMIT CONDITIONS. I \ I I ( /
! / / \ 1 / \ \ ~ \ ~ ~ - \ - 1 /
I / ~ ( / ~ \ \ - I ~ \ ~ I I / FFE>b8T / / ~ \ \ \ \ ~ ~ \ ~ - / \ I l
I / ~ ~ 1 5~• \ ~ ~ \ \ ~ ~ / / \ ~ FE~577,0/ ~ /
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1 1 ~ ~ ~ ! FFE= ~ ~ \ ~ ~ ~ 1 ~ GVI. KG AIE ~ IUU DIC
- \ ~ ~ ~ ~ ~ \ \ \ ~ This drowing and/or the design shown are the ~ ~ ~ ~ ro ert of ESP Associ
v / ~ \ ~ 1 1 l V / ~ < < r \ \ \ \ o P P Y ates, P.A. The reproduction, ~ \ ~ ~ \ \ o alteration, co in or other us
~ ~ ~ ~ ~ ~ \ \ \ \ o PY 9 e of this drawing ~ \ \ ~ p \ without their written consent is prohibited and any
1 ~ \ ~ / / \ ~ \ ~ o~ ~ \ ~ x ~ ~ ~ ~ ~ ` ~ ~ infringement will be subject to legal action.
~ \ 1 ~ \ ~ o ~ \ ~ ~ 1 I ~ ~ ~ ~ 6 4 94 9 ~ ~ ~ - - ESP As ' ~ sociates, P.A. ~ ` ~ _ _ \ ~ rwo unm ouu~
\ ~ 1 I / L \ 1 III ~ I ~ ~ ~ ~ ~
v , ~ ~ 1 ~ v ~ - - - i
~ 1 1 i / m \ I I ~ 3 / II \ \ - \ \ \ \ \ \ ~ ~ \ 3 8 24 O1 THORN
~ 1 _ - ~ _ \ / / - ~ .5+(TO \ / / CREST DRIVE RE-ALIGNMENT WRS/PGG \
~ - ~ / ~ I ~ FFE=585.0 \ ~ \ ~r \ \ 2 3 \ ~ , ~ \ / /30/01 REVISED PER TOWN OF WAXHAW JAM/GPP/PGG
/ \ ~ III m \ I / \ / CONDITIONAL APPROVAL
~ I II I o i \ I ~ ~ I / / 1 3/8/01 REVISED PER NCDENR COMMENTS EDS SMG _ _ ~ /
z ~ ~ ~ ~ ~E \ ' 1 \ ~ . I N0. DATE
o II l ~ \ / ~ f REVISION BY \ ~ \ I l I I
/ ~ / \ JI ~ \ 1 ` I ` I I I SHEET TITLE I I J N
- 1 1 I / ~ I I OJ30 \ ~ I
\ I 1.~..~.. ~ \ N _ \ I i ....1 ~ \ / ~ I I L ~ _ I STORM DRAINAGE AND GRADING PLAN 1 °=ao'
- \ 1 III i ~ ~ \ 1 1~
II i \ \ _ _ \ \ _ 2 15 O1 / f ~ \ PROJECT \ /'.I \
\ ) / rr~~oo~. F. l a5 .o nAtcnla UlV rA NA CHECKED Y"
\ \ CD engineeringosurveying.planning 1 1 \ \ 1 1 PGQ
\ 1 I \ a 111 U u _ 10915 Southern Loop Boulevard TOWN OF WAXHAW NC
Pineville, NC 28134 [phone] / CLIENT AW1N N
C) - CL OJ30UT5.DWG
W I \I~ I CROSSMANN COMM UNITIES INC.
4339 STUART ANDREW BLVD., SUITE 201
66 I CHARLOTTE, NC 28217
PH: [phone]
FAX: [phone] -~-sir
I
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0 3 $ FIND # 4 q
`I 15.704 SF \ ,AX PWCp p 141-113 O U 100 YR. FLOOD LINE y THE OAKS A PROVDENCE a ST B+~F5,81 < PHASE III REBAR Q~+ . W t(~TZ~a WA10/Aw PARIMY
(NOT FEMA) `r l a 116 ) I o PC F-507
14.212 SF THE OAKS ON PROVIDENCE \ 100 YR. FLOOD UNE EUTAW
"0 \ 3 ~j/ %f{3~Pf3 PHASE III \ 'NOT FEMA ff z ALFRED J. SIMONETTI$ DRIVE
REAR BUFFER e, PC F-507 16 $ ~l ) I 4 s" r s . Ab 115 (MEASURED FROM, ~'o \ A / 0 Y l Y F BAR 4 TAM PARCEL 06-141-45 PROJECT
74' \ q~ 35' REAR BUFFER 6 e 17.577 Sf TOP OF CREEK 1 0 PER ZONING / 4 9 n n
6' JO. 1' `JO. / ti~ ) f, 120 b 0
%7045' / / \ ~h ,3s \'ps? xm wti s ' 9w, / 114 \ ,(1 ~pp~. WAXHA W
4 I I / NORTH FRONT STREET
12~ I 9.12 122 ( l rj. 9.122 4 \ ~Y~ pqr 0 T' ! / ~~~~I" FMD # 4 h
19,000 5FI ,0,005 5\ / pyhs p 1 \ 'l • ' /y, 4 8A' f \ m o MARY 0nws 0104 GPtlwr aDELL oAns PR YARO N l 1 pwl~ x131 ! • • ! m
TAX PARCCEEL i 6 12826a-48 m 3~ 1RD (tYP) 'ti Y n,6M \ r~ $ ALIGNMENT OF POSSIBLE 60' R/W FOR sa RR SOUTH FRONT STREET \ THOROUGHFARE TAKEN FROM FINAL PLAT
3i\ YP 124 10.1x'123 SF \ 7 2~POE 67 , 132 / 12056 SF 102 t9+ AB 106 oY OF 'THE OAKS ON PROVIDENCE, PHASE BI' np /4
106 z BY FISHER-SHERER INC., DATED 11/9/98. REBAR
o 10.018 SF r ! 9,937 SF . $T h ° y 0• FIND cow MON VICINITY MAP 6 a DB 51A pAS~ATES 41(71E LINE)
n 3~e sF 7i \ °ala~ W 104 1 ~Or xr! / / / \.410 Sf y. (7Q. ~2•W
rJ,~~'4s AX PARCEL P 06-141-45 S 81,4'44• n (NOT TO SCALE) F K o>o n (TIE U NE
£ ~o'e \ 101 mi LOT 3 io= C No ~o FND 04 S 8414'44' 57' FND CONC.
u _ ? \ a.oe~ sF ! 105 g vi, 13,578 LINE WON. E 224.37' REBAR 77E J 8414.44• E I Z LOT 2
126 }e 317 131 1 , \ \ / / g / / 9,256 sF 8/74N E 22487 F OI 11.119 SF 7 p 9,814 SF 4/@ \ V , .~1. 4' 10 Il A ,A b1 N &'20'09 W W2 E 1. 299.98' /i 09 r- S 1 3 Sao £S£ o
rc~ / . i i11
PG T H S 8{74'4-..~._E 285,87• LOT I L~_ n OB 412 41
al?~/ 77• 1 130 V 132 \ \722 s 107\ / / 67 P.C. F FILE 371 V s.4o ~~••r~ _ - - _ \ / 4,44 _ _ I I
Z QI 164/ 9,+65 s 6 17.550 i \ r \\0,35, 0/ / l \ 10 7 / d/
8 17 40 u 128 9'~AS y e50~ n ' p w a4TMy0 ,o.6ea SF 0.o \`K-4 05~ 99 /Jy
/ /10.160 Sf - 11EtC HOUSE N 911 1185 jh 109 g \,7x s l WAXHAW A o L10J RM.
(typ. 515160 5 9.188 sF, p YFg K yo 98~ S - P pR 4Py }°j \ X133. - j 6d/ I 9.+69 s go l A q15~ Sq , Be 513 PG 3506 AIES PROPOSED ' R/w ~o o OEDICATEbPy!('1CP.C. D FILE 984 221 g2 TAX PARCEL 1 06-141- DEVELOPER 0 COORDINATE DEDICATION
30' EP7g 1'to 30 I b t Y y7\ ~tyP / 51 u OF 60' R/W NCDOT FROM EXISTING r! I TAX PARCEL 6-141-48 END OF 60' UBUC R/W.
WAXHAW A 313.-PC 3{76 m
6 . 510 w 133 0.568 s` ~F, y WAXMAN S 111 14.155 SF ° \ y SSOaAIES X ALFRED J. SIMD7E7-D LOT 4 WI A
RAIOY lFE HEtYS z ,~A~ 29 5 5A 9 /~~'V ( LOT 5
1 P ~j! Posv~cAPO ACAVA~ os a o Ax vARCE o5~a-07, ( 134 a a 30' MB (1~ 142 • we $ / o P/ 1 ST V '
\ ST V x577.54 LOT 6
J 9.016 SF n 417 138 61 41 ' 9.265 SIF yP~ / \ 9,561 Sf 139 1Q0 9 2 SF Q~' 1
I 28 / _ 9.007 SF~ 19.007 SF ; A / O 50 /Y FNB R REBAR
13, I 26.157 SIF N 8414'44' W 208.30. FND /4
ELIZABETH R. HOME ET AL 9,110 'o YP 6% `'ll REBAR N 8414'+4• W 208.20'
TAX PARCEL 05-138-069 \ ~yELGPER TD REQUEST Q ~I P 1393 30 PEPR +''P \ / l STA. 2 50 ST V 24+00 .60
CAROL 6. CARPENTER RELOCATION OF EXIST. BUILDINGS _ ~4 ~ ~ V. TAX PARCEL 05-138-069 < ~ ~i 56 ~D 49 I FND 04 N 8414'44' W 353.44'
I REBAR
ZD I , 4 ~0 , 0 r° ~ l1 ' 96 \ , ~ 1 22s3e sF , 25+00 CONDITIONS APPRO BY TOWN BOARD: (NOTE: CONDITIONS WHICH DO NOT PERTAIN TO THIS PLAN HAVE BEEN OMITTED) t. ALL CUL-DE-SA S SHALL HAVE A 67' PAVEMENT DIAMETER.
25+00 72 ELIZABE774 R HOW E, 2. ALL TREES SHALL HAVE A 2' MINIMUM CALIPER. STREET TREES WILL BE PLANTED ON BOTH SIDES OF ALL ~v, LESTER H. HOWE
136 \~+P REPR APR 91 1 11,333 s y 577.72 AND STREETS AT A M M OF FIFTY (50) FEET ON CENTER.
26,9e5 Sf 6 9,571 SF 1 cua I ~P~o F? 3 9:~94sF ' . 48 a H. HOWAE 3. EACH RESIDENTI UNIT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENTAL TREE JAMES
WSACOLA PARK 403 CAPCRpESH I eQ' ~M1I? ~i~ 92 B,O93Y / n r 10,4e7 Si £STAI FILE H. - PC 189 SHALL BE AT LEAS 1-1/2" CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT. TAX PARCEL 06-141-004 4. A 35' MINWUM R SHAH BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE
119 6-115 OB 6 PO 14 $ ^ , Q4' / / 8.051 SF / 70 7AM PARCEL 05_138 07231 ° /69 91 (1~') 70 . CREEK THIS MALL BEGIN AT THE TOP OF THE CREEK BANK.
~N}}•~ 9,4JD SF f/IA ~ IAA' u1P J. ~y V 5. THERE SHALL A 30' BUFFER ALONG BOTH SIDES OF THE WAXHAW PARKWAY. y y+t il r 8. A TREE SURVEY LL BE REQUIRED, AND ALL 16' CALPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A 1
70' R/W TO BE DEDICATED q~ 90 / • .ti` 11656 SF j 1:1 RATIO FOR THE ITARY EWER EASEMENT AND FOR DISTURBED AREAS WITHIN THE BUFFER f~4 R41S? t L/
TO NCDOT 9.757 SF 7. ALL UTILITIES >M THE SIUBQIV1910N SHALL BE UNDfRGROiArD. 4_ 8W A _~1CATE THE PROIK WAI!`lAW PARKWAY iO NE00T AS PART OF
E ON R - - - 1F THE ROAD WLL FOLLOW NCDOT STANDARDS. AND MAY CHANGE FROM THE XLWGWff SHOWN
@' ,8800 s 6~ 1 es S (1W') ` 9.471 SF1 PLAN. ~s78#}pppp SMALL TH18 CID ` 9. HOUSES AVETMA MINIMUM ORE-CAR GARAGE. DRWAYS SHAD BE OONCREIE FROM THE STREET TO THE 3~15r0/
CURVE TABLE f MB 82 7m 3 1~51e2 GARAGE AND GARAGES SHALL BE WIDE ENOUGH AT THEIR WIDEST POINT TO BE ABLE TO ACCOMMODATE TWO
CURVE RADIUS LENGTH ANGEN CNORD BEARING DELTA 6~1N[ a. NIYFORp 100 YR. FLOOD LINE CARS SIDE BY 9 DRIVEWAYS FOR TWO-CAR GARAGES CAN 'NECK DOW N* TOWARDS THE STREET.
C1 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12" BERRY waspD 32 88 P 5 80 °'8° 3 0404/ 52 ° \ C2 400.00 145.03 73.32 144.23 N 63'04'16' E 20'46'25" °6376' \ (NOT FEMA) 10. HOUSES BUILT A SLAB FOUNDATION SHALL HAVE A FOllft COURSE BRICK MASONRY VENEER SKIRT EXTENDING NOTE
PB 8 _ 723 9,e01 4 / 9,136 SF 9A'09 SF 6 45 C3 400.00 471.49 267.45 444.66 S 39'41'24" W 6732'08" ux PARCEL 0S 1~ 073 / 79 1 YARU-•~typ. yo• \ 1318 y 20' POE TIE F/~fi OF EXISTING STREAM /WETLANDS SHOWN ON SF 11. HOUSES SHALL AVE THEIR EXTERIOR WALLS MADE OF WOOD. BRICK, VINYL, STONE, STUCCO, OR SIMILAR MATERIALS,
C4 919.60 254.53 128.08 253.72 N 13'51'05' E 1 '51'30" / . 9501 s 1 3O. REAR e3' MASONITE WALLS SHALL BE PROHIBITED. THESE PLANS WERE DELINEATED BY 0 9aI~ 72. THE PREPONDERANCE OF ALL ROOFS ON THE HOUSES SHALL HAVE A MINIMUM 6/12 ROOF PITCH. ECOSCIENCE CORPORATION. PROPOSED
C5 919.60 48.11 24.06 48.11 N 07'25'16" E 02'59'52" $ m B7 ; / 76 16' YpR~0 1'~~.. 53 / 2 9i 13. THE WALL OF E ARCHITECTURAL FRONT OF A RESIDENTIAL STRUCTURE SHALL NOT RUN UNARTICULATED FORA IMPACTS TO STREAMS AND WETLANDS ARE
CAROL B. CARPEN i 9•,06 SFF / 78 6+ 30. AR 74 ' ! 9.x4 SF 8 44 DISTANCE GREATER THAN TWENTY-FOUR (24) LINEAR FEET.
b5 PC 577 "o;~ 9.579 SF 11,069 SF/ \ \ / Ia3a LINE TABLE r1z Poe ' PG 145 m 75 / 44 14. HOUSES SHALL AVE A MINIMUM HEATED FLOOR AREA OF 1,450 SQUARE FEET. SUBJECT TO REQUIREMENTS OF 15.331 15. OUTBUILDINGS FOR STORAGE PURPOSES SHALL BE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. APPROPRIATE ACOE AND NC STATE
UNE BEARING DISTANCE Aar 07-138-074 33 I s 76 y051 / 73 \ 54 ` ° \ 16. ABOVEGROUND SWIMMING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED WITH DIVISION OF WATER QUALITY PERMITS.
L1 N 84'14'44" W 767.67 9.061 SF 12.040 SF 10.729 SF 4 EXTERIOR FENCING. DEVELOPER IS RESPONSIBLE FOR 17. 100% OF HOUSE LOCATED NORTH OF THE PROPOSED WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY (BRICK) OBTAINING APPROPRIATE PERMITS AND
L2 S 52'451 W 300.00 86 ¢ 77 ~1 \ 1 9,914 SF \ u.263 SF I $N 1 r' ^ ~1 ql TA 43 AS PART OF THE ONT ELEVATION OF THE HOUSE. ADHERING TO PERMIT CONDITIONS.
L3 S 73'2]28" W 300,00 L4 S 05'55'20" W 358.63 B 7e p t5 pDF ° Y 6.9 4 16.914
_il wo ° ~ ~ CDS 4 8. CAAPEN °I'~•--r~,~ - 72 I 55 _ _ _-r ELIZABETH R. HOWE, ROBERT B. HOWIE,
~p8 - PC 5777 1 a 1 u.aso Si I Y~ 9904 SF 42 ~~gg LESTER H. HOME
1AM PARCFI 03-138 075 3< I m~ 9A2O51?- 88' t Q~ N 115,843 SF 42 SSA" 3580 TAX PADB 242 PG RCEL 111 6-141-004 r 15.843 SF THIS SITE IS NOT SUBJECT TO FEMA REGULATIONS OR IDENTIFIED
7 AS A FLOOD HAZARD AREA. HOWEVER, ALL APPLICABLE
< I v / Oaf e9 30 1885 ( 5 ` 6 " } J m I 66 I 719. I 1 NC pMp 7r 1' 9.310 SF n tidy(-; 2 8 APPLICABLE FLOAODD DRAM GE SETOFORIW OF
ix 9,069 SIF ° (119'1 13,069 SF J •n b MD \ THE TOWN OF WAXNAW SHALL BE IN EFFECT FOR ALL LOTS
'I° 67 68' 69 12, SF \ Ar `9.. IN THIS PROJECT. - 368.21• S•(9,• 1•
m ; 80 I 17 9,070 SF 9.527 SF IaaS SF~ 91903 SF ~ /g " l '16627' r_ C~aB C a 9.02051 QI `I PRO N c 1'04 7836bY
E 7Ax P~Aq 6CFl ~G 14115 TIER H fgA3I I K1 ~I I 65 5' 30 R~PR yi 1 57 1 SITE DATA cERTIFlCA BY t wA~auVAL OF PLANNING H PROJIMINARY PLAN BOARD
/40 F THE WAXHAW PLANNING BOARD HEREBY APPROVES CONDIDONALLY '6'250 sE/ TA PARCEL NUMBER PART OF 06-141-004, 80 & 90
0 35'x35' SICHT TRIANGLE 76'076 n F 9132 Sf 97 7Y 4' 66' / 0,996 Sf` ` ;1bIB 3 , 18,2501 o TYP. EACH SIDE 83 13 30' REAR ARD (tYP. 59 THE NARRISON PARK SUBDIVISION. IF APPROVED CONDITIONALLY, THE
(TYP. ALL INIERSECllp1$) _ 9,121 SFI ° I 13,222 SIF ` o / AND 06-141-103A SPEanc CONDIRONS SHALL BE LISTED. o ~ 53+0*
G a 8 nI 64 a 906 s 62 I 61 EX PP / 39 5~~" 581 1.448 SF ? ~V. DE D BOOK AND PAGE DB 1397 PG 888
o D6 405 CARpEN~ 9,357 3 9.139 SF 9,129 SIF 60 BE 9 / P6 PO 577 6 - PC 145 'o>• o n 10.650 SF
Q NOTE: 1H0 8E COMPLEIEDABY OTHEARKWAY 0.M PARG[t 0s-1,8_077 106' n 1 4x gS 4'~ 4 78' 30' MBS ( ) 1 i Z ING RM-1 DAIS CHAIRMAN-WAMHAW PLANNING BOARD
1O AS PARKWAY IS EXTENDED IN THE FUTURE 06 0 1•- 'may TYP. 0
- 72- m' 33 /38 \ MI LOT AREA 9,000 SF. 011 ILE aE-0lu
a 10'x70' SIGHT TRIANGLE 8 1 R 938 s TYP. EACH SIDE 69 c ° NIP 1 e' 6~ 3d ~'"g/5 ` 32 / eo n167 SF t0, 5t'k MI LOT WIDTH 60 a 'p1IG This drawing and/or the design shown are the (A SETBACK) STO P property of ESP Associates, P.A. The reproduction,
(ALONG PARKWAY ONLY) 1 I 115' POE - 6 l 9.~, alteration, copying or other use of this drawing
ACKS without their written consent is prohibited and any tr 100 YR. FLOOD LINE
_ 1'u" PEACE 4~ ° 9,46e sF ~i - _ 30' M85-L / 5 gym/ /31 ` ~PR 1 ,I a AC !55 39 11 ~7' M8S (TYP)O a 2.2ao 5F 1 REpR6M1 I o 'S RA49, y _ MB 30' 00_632_4949 infringement will be subject to legal action. 37 (NOT FEMA) 8W-6
P 46 CPC 25 9,239 SF 9.099 SF 12 /3D 0. PB 6 - pG o I - 9.766 SIF I ' / 34 $1_ g5 36' S ~,e 38,978 SF ~SA•~7 REAR YARD 30' ESP Associates, P.A.
I 22 \ 11.425 ~3D 7Ax PARCEL °5_17e_o7aJ7 $ 2 30' REAR YARD TYP 20 I \ / 60 I / e eo \ 1J 3 SID YARD 10'
o r 9.107 SF I c'~a 83, ,a 366 3F 1D.728B13~ 110.849 / I 1 36 SID YARD 20'
\
N ,'-•l ^ 5 9 819. t 13 ~ ~i ,a2MSF~ 35 1 a 9.575 SF n 35 I I 9S 986 si (C NER) ` 51.635 SF In
N I I 9,375 SIF REAR YARD (TYP.) 11 ~~ty 31.635 5F J FFF d , TO AL AREA 52.06 AC.
aac o 0 3iO \ SV A b681 NU BER OF LOTS 142 1 3/13/01 PER TOWN OF WAXHAW COMMENTS EDS
o"-avim M9.917SF 81 ;F" I a 19 9094ss 10.19SFF PG 745 I TAM PARCEL OS-138_079 , 9,076 SF Oy 1 y 14 / m 9.140 SF V \ AC EAGE IN NEW R/W 11.84 AC.
20' PDE AC EAGE IN LOTS 40.24 AC. NO. DATE REVISION BY
1 9,168 SF n >>H. \1'/ 78 < p v i w J LIN AR FEET IN STREETS 8,143± LF SHEET TITLE IRGECT NO
> /c m < \ TO AL DENSITY 2.7 D.U./AC. ;Va- 0,130
v h 4 w o!- `Y l 4 15,2235 Sr m a 17,087 s rc < a 18 > 0 24 AR A OF SMALLEST LOT 9,000 SF PRELIMINARY SITE PLAN I'r100' JAft z 2 15 Ot
% 30' M T~YP. 7 Of ` 04,x8 SF a 10,322 SF I I9 y S o / ~ ( 12207 sF I o I 15 \ M (TYP, I . ^ Or
R PROJECT
7 yp~ I 6 - n ,3.e69 sF 3e a a ~30' 11 o _ / 50~ /i1o27 SF 11.655 SF~~ \ 'I I 167T 17 W x 27
,n \\a. M \ V I ia,91/ SF 1 t 13767 3 °1 13.771 SF x \27,312 4' °r1 EXISTING STREAM/WETLAND AREA HARRISON PARK JAM wRs
I I
30' REAR YAR (TYP.) is... - 1oJns s J 30* Pw a >
30' REAR YARO TYP \ ESP ASSOCIATES, P.A. 1 FE CE N8636Y GRAPHIC SCALE CLIENT TOWN OF WAXHAW N.C. F
o W N9TS5'ta w Isl.n' s59umY lao,ls' asp i He7vose zooar 30 REAR YARD (TYP.) en9ineerin9esurNeInn9.PZExnnin9 \ DONALD W M1M5 Ne/sl'ae r 1 DJ30SP.DWG _
0 n x Rwr 9 RLJS TC EDw OS suBawslG~ 19arr NeeYx'xa 198 701 236' 30' REAR YARD - 3 o CROSSMANN COMMUNITIES, INC.
00NAL0 w. HELMS u r PARCEL 05-176 PLAT B I PAGE 28 Nsotl+l A4 39 ' 10815 o1!!wrn loop Boulevard n Ur +59 - PG 112 55 Pineville, S 28181 (7o1) 589-1919 B g w AND 1RUDY B. HELMS 197MY H. DALE HENRY FR MFWVOR$R w
DONALD IT HEWS 14 1T IM MRS. N.N. PATE VI IY FRMIXW YGM19 N2ABFM R. HOWE M D19 254 PG 179 AND TRUDY 8. IS 15 09 215 - PG 295 O9 RCE DG 720 wIWAN TAX PMfti 171-077 I PDo M - PC HOVE euzw a. aesa4 n N 4 ~ } 4339 STUART ANDREW BLVD., SUITE 201 HOVE, ~M0N1E ( IN FEET) CHARLOTTE, NC 28217
a` D8 290 rAxaPANCE os I 79 onA a - o aaNN0. s r PARCEL 415-138-028 M kA O-1717 1 6 Mb AND iJ01CE BLYIHE T PARCEL 05-CM- IA 9pggY E STEVENS TA PARCEL OS-t 4~ A 'Wt'S X. 1gRE ~ N. 1 inch = 100 ft. PH: [phone]
w _ OB x11 - DG 247 N.H PAIE. PG EMIE F1L OK - PO 97E - PG 787 OB 282 - 1 P9 e - D0 145 T P93EEL OS-1J9-029 TAX PARCEL 05-1 28A 18 19 TAR PARCEL 06-141-( TA>F Fac eaE - ro tw u PARCEL. 06-141-OW FAX: [phone]F 1,15 SMT L
TAX PARC9L 06-178-074 20 N

ra jam "MAN no 4m Am ( r1w i rl °t N.4• ni 9k1 0Y¦iM MIEN AND 9ML M MIEN 1110% 21
041611[ /M -4 i Mlt Ia MwfA ObIN WI=M ' f
11 N• ¦ IA H
x WI
I W W h~
8 & 20 Z s s
/ g wl c }y8 119 118 ~ f
20,530 SF 15,042 SF1 P ° OL FND 4 3 s
s 15.701 SF / 1Ya EMM1A LL &Wrai-lu n~ O U N
100 YR. FLOOD LINE ~r 61' \ T 8+000, I \ 0 a THE OAKS ON PROVIDENCE 4 0 3
PHASE III (NOT FEMA) l a 116 \ 1 p PC REBAR
F-507 SY 14212 SF THE OAKS ON PROVIDENCE \ 100 YR.T FEMA) WA7MAW PARKWAY -
FLOOD LINE ¦ ~j, x~y~• PHASE III g ~w
t $ ~ n r z ALFRED J. SMONETTI EUTAW
a, \ , P REAR BUFFER PC F-507 ne^y NO~ 74' a W \ 11,537 q ( TOP CREEK) 35' REAR BUFFER ^x„p I o Y DRIVE FND / 4 TAX PARCH 06-141-43 ZE REBAR
PROJECT
s \ 7~ / ~4 PER ZONING / 120 Cb19 119
(r {6 ' 1393 / 114 \ \ tPy~ 135 A° NOi / wry 8 $ 121 99.122 u, S~ y r x / WAXHA W
OI 9.585 110'2072 \ \ r'J F t'. \ 10 PEeAA4~ SF 0) 00o sr 41~
cl't y 4R • .t'~ \ ^y NORTH FRONT STREET
MARY DAVIS and 8ro9wr ODELL DAVIS m YM" DO 310 PC 282 S' --L E PR i Qh \ X131
TAX PARCEL 1 5-1, 48 m 111 17 Ism N o . WJ of ALIGNMENT OF POSSIBLE 60' R/W FOR sa as sourH FRONT STREET
YPRjTY~ 123 ~CP$° \ \ THOROUGHFARE TAKEN FROM FINAL PLAT OF 'THE OAKS ON PROVIDENCE, PHASE III' FND N 71
z 86 30 R 124 10,123 SF 2Q~ POE h \ 103 I " g ~ \ 10,018 SF \ . 1 132 c. / 12058 ff 102 106 106 z BY FISHER-SHERER INC., DATED 11/9/98. REBAa
op, 125 ,°y t- W ! 104 9.937 ff ` ST 19+ 4 WAXNAW AS
11,318 SF 72' M \ 10470 SF aa• 1 F p6." 06 SPS PG~A1E5 "c„E ~1 FTIO CDNC VICINITY MAP ARCEL # 06-141-45 'L 'N W S 7444 71. (NOT TO SCALE)
M p ~M1 e 112 \ / \ 101 107ty2 w C/y, •n c (TIE LINE
`l LOT J o+. ;0
m + a u ? 'e \ \ie.oe3 u~ 105 13,578 s• 126 131 5 / 91736 SF 8414-44- E 220L31- - g .D 04 8414.44• FWD CONC. • E 224.31' REBAR TIE L9iE 7' WON,
11,119 SF ' W S 64 S 444 E 299.98' Z LOT 2
o~ 2r~ (3,61 SF 106\ a 3r \ "~bj 111 ( 1.597 ff Y%7 4 Np A
130 1e 132 N. ~6,7zz ff I 107\ / 8T OB 4 2 PC 4 5 8414'44' E LOT 1
\0,51 / 100 a~ e9 Ia.16s ff ` 11.550 SF P.C. F FILE 374
F w 129 , \ \h \ / 1 14531 3y1 K 140 9,065%F
oI n,11o ff 128 es ° W 24820 \ l 10,460 SF - 02 g2o m688 ff \ , 108 \ CR M1 0' 99 00,
/ I1}19F W "j1 5 701 1?4( ~ \ 109 1°.303 SF 5 ~ ~ 9.735 SF D*AXF511A5 306 Its PROPOSED 60' /W a J Lioa - - . - _ _ nEpcA~ iw
3 R (1•fP, 575360 I(+~ ` 9.168 SF~ 11.9 4 ^1p \ 98\ 1 OFF 00 pg1 EAR VP NF YX ~7J,h ~86/ 1,P I 9,189 Sf ~l M 5 09 00
30 w 2y, p 30 I F 97 P{P / / ST 33 S 711520 14.155 ff~l_ \ ¦ \0' 0 VLE'P 400101040 AI 22577 g2 TAX PARCEL O6-I47-43 DEVELOPER TO COORDINATE DEDICATION u~ G_° 984 TAX OF 80' R/W T NCDOT FROM EXISTING
PARCEL 6-141-48 END OF 60' P LIC R/W. )g r •1 r I "1- 'Cu DB 315-PG306 WAIMAW ASSOCIATES X'1D J. yyrn $ LOT 4
RANDY LEE HELMS ¦ ,A W
29
POSSIBLE GAP CARMEN MELISSA LEE 7 56 ` ? / , \ CAROL 8, CARPENTER WA w to•' ~M11S TAX PARCEL 05-138-070 TAXOPA816 PC 791 RCEL o5ki8-071 f3 3 a 6s 58 (TYP. / G c ~ LOT 5 x
(f~~ 4 g ~30' 038 142^\ ? P1~ ~ ~ 5ra~ \ LIJ 9016 SF 138 I 41 ' 9.265 SF ~PpO V, 511.5'1 s I ST y 577.5,4
26 9sn s 139 ' 140 9 LOT 6 z
x07 SF 12 ff 5 cjQ ~ 9.007 9.007 FND J4
ELIZABETH R. NO11E ET Al 9,1,05 X16 n - (TYP 1 'L~ .10 26.15 ff REBAR N 8414'44' ry 208.7p. FND 04
\ ¦ VP 4L d !~yCROA 1 TAX PARCEL 05-138-069 DEVELOPER TO REQUEST 137 REPR ~ ~ ~ i
CAROL B. CARPENTER RELOCATION OF EXIST. BUILDINGS 11,393 / ypRO I STA. 24+00 STA. 24+00 REBAR N 6414•H V. 577.60 - W 208.20•
TAX PARCEL 05-138-069 d V. 577.6
m \~o,w°i 1 49 1 96 FED H N 6414.44' W 5s3.44' REBAR
27538 SF I CONDITIONS APPRO BY TOWN BOARD: (NOTE. CONDITIONS WHICH DO NOT PERTAIN TO THIS PLAN HAVE BE7AED) 1. ALL CUL-DE-SACS ALL HAVE A 67' PAVEMENT DIAMETER.
n 136 PR YPR (T 95 11.3333 SIF v. 7.5+00 25+00 ELIZABETH R. HOWE. 2. ALL TREES PLAN SHALL HAVE A 2" MINIMUM CALIPER. STREET TREES WALL BE PLANTED ON BOTH SIDES 577.72 LESTER H. HOWE STREETS AT A MMAU OF FIFTY (50) FEET ON CATERAND 3. EACH RESIDENTIAL IT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENJAMES H. HOWE
.72 sF I X_go RE 94 9.571
26,965 SF SHALL BE AT LEAST 1 1/2- CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT.
MSACOLA PARK CDO 44 CENTER R•1~ 6 ~ 93 9,179 SF ' / •n o Iu48, s ( ~ I MB 6-115 SCI 9 577 x I Y!P A / 92 9.039. $E j SF PD^C p 70' TAX PARCEL 06-141-004 4. A 35 MINIMUM SMALL BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE -
TAX P 38 ARCEL u O O / /fip 91 9.051(/ff `f/8 (1'1P I . \ CREEK THIS BUFFER ALL BEGIN AT THE TOP OF THE CREEK BANK.
I' 9030 SF Du- . , 095 w¦ \ 5. THERE SHALE A 30' BUFFER ALONG BOTH SIDES OF THE WAXHAW PARKWAY. v A t+ 6. A TREE SURVEY BE REQUIRED. AND ALL 16 CALIPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A
70' R/W TO BE DEDICATED Y 90 • 47 `~I1 1 ' TO NCDOT 9.757 SIF 11,656 SF 1:1 RATIO FOR THE TARY SEWER EASEMENT AND FOR DMUMBED AREAS WITHIN THE BUFFER
7. ALL UTILITIES WI THE SUBDIVISION SHALL BE U1k09 4UW
89 \ \ a SULD AND DEDICATE THE PROPrVM W7AHIHAW PARKWAY TO NCDOT AS PART OF x b 7pE OE" OF THE ROAD WIr_ -rvM M NCD T 'STANIYARDS:' AND MAY CHAMGE fROM TINE
CURVE TABLE 10.900 • 30 7265 0.472 SF Y7 seta sl+o+w+ H!uw. - .
CURVE RADIUS LENGTH TANGENT CHORD BEARING OL 7 s i 4 DELTA "•E r. ML11Fprp i 82 1.70 r{J~~ 9. HOUSES SHALL HA A MAMUM ONE-CAR GARAGE. DRIVEWAYS SHA" BE CONCRETE FROM THE STREET TO TFIE 31LSj01 2 ~ GARAGE AND GARAGES SHALL BE WADE ENOUGH AT ?NM WXW,PO110I TO BE ABLE 70 ACCQ W0OA7E TWO
Cl 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12° SHERRY e 81 4072 SE 100 YR. FLOOD LINE CARS SIDE BY SIDE. VEWAYS FOR TWO-CAR GARAGES CAN 'NECK DOMY TOWARDS THE SHEET.
C2 400.00 145.03 73.32 144.23 N 63'04'16" E 20'46'25" Po3Qe r. ~ 32 88 t1A p6 i 80 91110 • 52 ~O / 9.8°1 SF 9,136 SF i fi 9,809 SF 4 45 (NOT FEMA) 110. HOUSES FBUILT ON SLAB FOUNDATION SHALL HAVE A FOUR COURSE BRICK MASONRY VENEER SKIRT EXTENDING NOTE:
C3 400.00 477.49 26245 444.66 S 39'41'24' W 6732 08" qx PA9CF -jj~ 79 YARD ( 90 \ 11145 ff 05 C4 919.60 254.53 128.08 253.72 N 13.51'05" E 15'51'30" \ M` 9,201 Si ' a5 H2 20 POE 11. HOUSES SHAOF THWE LL HA THEIR EXTERIOR WALLS MADE OF WOOD, BRICK. VINYL, STONE, STUCCO, OR SIMILAR MATERIALS, EXISTING STREAM/WETLANDS SHOWN ON
C5 919.60 48.11 24.06 4811 N 07'25'16" E 02'59'52" }O RE • MASO KITE EXTERIOR W SHALL BE PROHIBITED. THESE PLANS WERE DELINEATED BY 12. THE PREPONDER OF ALL ROOFS ON THE HOUSES SHALL HAVE A MINIMUM 6/12 ROOF PITCH.
/ tYP + 1 g~ 13. THE WALL OF THE RCxHITECTURAL FRONT OF A RESIDENTIAL STRUCTURE SHALL NOT RUN UNARTICULATED FOR A IMPACTS TO S TO CORPORATION. PROPOSED
7 53 / COBOL 8 CA"WTER 9.106SIP / 78 64 }p RED VPR~ 9,564 SF . 74 44 44 y DISTANCE GREATER TH N TWENTY-FOUR (24) LINEAR FEET. MPA STREAMS AND WETLANDS ARE
LINE TABLE 105 - PO 577 in e~ 9,579 SIF \ \ ? / 15,01 Pe 6 _ PO 14 11,089 SIF LINE BEARING DISTANCE TAX PARCEL 05-138-074 074 33 ry s L .72 6 9,057 SF \ \ ` 1~ 5.334 14. HOUSES SHALL HA A MINIMUM HEATED FLOOR AREA OF 1,450 SOUARE FEET. SUBJECT TO REQUIREMENTS OF 15. OUTBUILDINGS USE FOR STORAGE PURPOSES SHALL IE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. APPROPRIATE ACOE AND NC STATE
U N 84.14'44' w 767.67 I . 9,0066, SF / 127040 SF 54 .F 16. ABOVE GROUND MMING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED WITH DIVISION OF WATER QUALITY PERMITS.
L2 S 52'41'03" w 300,00 86' ¢ + 77 10,729 SF 1 EXTERIOR FENCING. DEVELOPER IS RESPONSIBLE FOR
L3 S 73'27'28" W 300,00 9,914 Sf 11,263 SF~ b 1 \ 1 17. 100% OF HOUSES ATED NORTH OF THE PROPOSED WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY (BRICK) OBTAINING APPROPRIATE PERMITS AND I 43 AS PART OF THE FR ELEVATION OF THE HOUSE.
L4 S 05'55'20" w 358.63 \ a 78' , o ¢ 43 G 16.811 16.974 ~ ADHERING TO PERMIT CONDITIONS.
c~ R CARPENTER 1 - p? 72 0 55 r . _ ELIZABETH R. HOWAE, ROBERT B. HOWAE,
01 IL TAX Pa 6' fy7 : co _ LESTER H. HOME
85 a . n,oso ff aI 9,99 SF ^ m . ' n" r Y v a ~CEL O5_138-073 m 34 a I at 9,020 SF 88' S`FI 13.842 43 SF 42 .514-00,5? ~~[~DB 242 PG 239 y 215 @ a4J SZI'' >t+~AX PARCEL / 6-141-004 { THNOTE:
0: 69, 0D Im c~C so 1WC v 3oµ ' OL 6 r °n IS SITE IS NOT SUBJECT TO FEMA REGULATIONS OR IDENTIFIED AS A FLOOD HAZARD AREA. HOWEVER, ALL APPLICABLE
d o / 05 (T P ^ , ^^I REQUIREMENTS AND/OR REGULATIONS SET FORTH IN THE
a - L 166 I - I HC Rf9r 71 r 99+0 SF " 9.089 SF w ( O \ 13.069 SF J RID - APPLICABLE FLOOD DAMAGE PREVENTION ORDINANCE OF THE TOWN OF WAXHAW SHALL BE IN EFFECT FOR ALL LOTS
° o 8467 68 69 70 / 1 / ' I 17 9.01° SF 9527 ff 10.945 SFI 9.493 SF 'x,11' 1z + IN THIS PROJECT. 36e.21 1 SZ F'. '~1 PAIII E j40 SITls' DATA cERTIt7cATBY T w LAANNM BOARD IINNARY PLAN
E CAROL 405 C'~ NFER M 9.020 8F M $ •R PRO Nh, 1'0 7936540 577
TAX PAARCEt' C 145 35 65 L 8 }o, REP B~ 5 \ 57 ~ j 05- 1
35'x35' SIGHT TRIANGLE ue-076 n ^ 9,432 SF 1_ ° TIP. EACH SIDE a F 77' 74 66' 10'm s` 16,2500 SF 16.250 SF/ THE WAXHAW PLANNING BOARD HEREBY APPROVES CONDITIONALLY
w (TYP. ALL INTERSECTIONS) + 83 ur~i : 30' REAR qRD 59 TAX RCEL NUMBER PART OF 06-141-004, 80 do 90 THE HARRISON PARK 9RDPASION. 6 APPROVED CONDITIONALLY, THE
v 9,421 SF O > (TYP. . 13,222 SF w+° I 0. 63 I I_ r o AND 06-141-103A SPECWTC CONOORONS SHALL BE USTED.
° C~%s v577 - ro 963, s ~ 9.073 s 9+639 sr ^ 9.a 1s 60 Ex. PP ? 14 SECTION OF 39, Sip-' WAAA 14.40 SF ? ~v' DEED OOK AND PAGE DB 1397 PG 888
,630 SF 36 XHAW NOTE: TTO BE COMPLETEDABY OTHERS PARKWAY TAX PRaAagi osier 077 5• ~0\ _l06 n ° 1 0BE REM
AS PARKWAY IS EXTENDED IN THE FUTURE c wa 78 77 30' MBS (TYI3) - 04 ZONIN RM-1 DATE CRA MAN-WAMAw PLANNING BoAao
m 36 n ~..,,1~+ Mm 7~
33 a' 10'x70' SIGHT TRIANGLE 8 101' i ~ ~ 9,N0 ff TIP. EACH SIDE / 69 ¦ • epa 38 MIN. T AREA 9,000 SF. 011
(ALONG PARKWAY ONLY) 1 32 PDE / 0 17.487 Si ~ SIlk- MIN. T WIDTH 60 WKWUMThis drawing and/or the design shown are the _ (AT TBACK) STOP property of ESP Associates, A. The reproduction,
6. 6 1 9,021 SIF alteration, copying or other use of this drawing
n PEACEf R 9.466 sF/~/)S`~jT• 10 ---30' MBS~TYP, 17/231 ` /,APR p 100 YR. FLOOD LINE SETBA S without their written consent is prohibited and any
1 REPR °•,kL NAN1YC ARNE y 9.239 SF c 11 ( 30' MBS (TW.)~~ 5 60 5E o Po49 _ PO 250 9.099 SF f2 I /}0 0. p 37 NOT F MA) MBS 30' infringement will be subject to legal action,
o TAX PAR' PC 145 / 34 0Jg37 $ 'Z 30 REAR YARD P.),) ff \-Y 11.425 SF }Q 800-632-4949 SF \ P ESP Associates, P.A. •35 3O 36,976 SS • REAR YARD 30 3gg3•o' ~ IgAY DN16E
TYP - 20 22 / sA 9.407 SF bo X SIDE RD 10'
~Q 1 s 813' h0,366 Q7B10,649 ; \ / 60
IV 9 m,1 13 t__I 1 30 " 36 1 SIDE RD 20' 36 (CORN R)
N cow- ru / r 9,575 SF° 9,376 ff '30REAR TAR / 10.M ff ~J ' 35 95,90 0 (TYp.) L7~ 31,635 SF I I 95.986 SF S SF
CAROL 8 CARPENTER ^ 1t F 5~a yf, 4 at TOTAL AREA 52.06 AC.
Po 6 Pc 3 ^9° s NUMB OF LOTS 142
29 405 - TAX P 'I PO 45 7 9.917 ff 8 9,078 SF 19 9,093 SF 1 10.113 ff F 1 3/13/01 PER TOWN OF WA%HAW COMMENTS EDS }q 1 ACRE E IN NEW R/W 11.84 AC.
i RCFI 05_138-079 14 9.140 SF a V H 38 } 9.168 ff ~y 20' POE ACREA 3E IN LOTS 40.24 AC. NO. DATE REVISION BY
C3 Z8 J { LINEA FEET IN STREETS 8,143± LF SHEET TITLE SROXCT NO
a t7.087 SF w of- - o~ 118~i ~24~ 15.235 SF o 10321 SF N x 1~ 30' TYP. 7 I- aI 9,660 SF TOTAL DENSITY 2.7 D.U./AC. OJ30 SCAM IR \ AREA SMALLEST LOT 9,000 SF PRELIMINARY SITE PLAN 10-10o'
15 ( ~t22a7 ff ,R n n 13,699 SF ysM (TYP. IuJ - - I / da IR
a Pop / 3 A 5 s + a fxt I 1~j ACT 2/15/01
\30' 13,027 SF 11.655 SF I - I 16 17 w/ J8 27~ S" by
I I ~i EXISTING STREAM/WETLAND AREA HARRISON PARK J T_~
m * / , tn' creo veo rrwT \ J. / 70,811 SF I 73,783 SF \ nl Ia, 5ff ,27,342 ff 1 1 e.\ I I
ASSOCIATES, P.A. / rtX~ ` M` H86 Ir. N57'00' 30'REAR YARD TYP) $ L 0A9J ~m u N6796't3'N 151,29' S69'N'20'E 100.15' 83.M 1 L ESP (TYP.) \ GRAPHIC SCALE TOWN OF WAXHAW N.C.
engineering D o .aurveying.planning \ R. y^ 12 DONALD 6 s 2oo.sr H66ID&er I 30 REAR YAR L atwr MAYANG 140 OJ30SP.DWG
m r09r3 SPUAAaTn Loop Boulevard J9,„0 _ 3 AND oeYe. '51 09*17 HENRY H. C EDW DS SUBDIVISI eMD1228 1Po. ` 231V n _ P O 0 DONALD W HELMS w T PARCEL os Ie PLAT B I PAGE 28 HENRY FA M61r41 Sao o so too 2w goo Lw 30' REAR YARD CROSSMANN COMMUNITIES, INC.
v. AnevtiUe, Ar 28191 [phone] ,p TPWY & HEM . PAPA o Kj/ = OB 254 - PG 179 DON" M. IE1M5. 14 17 1R3. FU1. PATE 343' No i
a . , / . MLUAX AND TAX PARCEL 06-Ise-o32A DO AND ~ Y PC WELhos 1S 19 0 0M1F1 s1E a 99 215 - Pc 295 TAX P08 MRCt1 X13&-027 I 0Q 11 PAroq~f LEES" H. HOME 4021 kprsxw PARCEL 05-138-028 am R. How- Ma3'34'I7 4 TIER K HOME " 02' , - 4339 STUART ANDREW BLVD., SUITE 201 - K HOME
~JDYCE 6LYTHE PARCEL 05-136- IA OMY sKYEN$ P DO 6 ARCEL 05-11 PAMCFL gb'1 AM E t 401M K NOVA 08 211 - PC 247 X.N PATE MO (W rm) CHARLOTTE, NC 28217
PB 6 - PO tIS PC 367 AR 282 - PC 1 16 19 [STAR i6E 0DE - P6 199 TAX PARCEL 05-135.034 T C. 06-136-029 TAX PARCEL 06-1 18A 20 FAX PAAM 06-141-001 L i ME o 1 inch 100 ft PH: [phone] - Pc too a[ ex ` RC=I 06-141-ao4 FAX; (704) 527r 8101. 3 16. Wit,

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_ _ _ _ _ _ _
MNSON AND/ {{t` YN JOE BISHOP -Z JOHN ALSH P ~{p71 TAx PARCEL OB-141-11 y GE
~ AIJU ~ f+i t C CHARLES E. Al1EN AND JACL YN ALLEN p D ( BRIAN i 07 ~ STWE W P ~ ~ MARIE K 6 ~ ° TA% PARCa OB-141 3 ~~E~O 'i pt~ R~,S
T / I ay W , !/j ` 4 ARCEIf1PA 141- - 41-114 A x ~ n, 0, ~ am FP
O O ~ ~ o t m ~ z a ro 0 p 2~
+ N ~ ~ i., ~a W W
lv ~ v ~ - F ~ ~ k00 416 ~ o w~j z s y
y ~ r= 5 r,~ Q r~
ny W ~,0 179 a 3 rn a
j° m a ? ~ 20,530 F~ I 4 o m x
k O ~ 1 ~ ~ , ENMA HILL BAKER ~ O U ,043 /j % 4Ax PARCEL OB-141-113 0 3
146 7 , +00 7 ~ THE OAKS ON PROVIDENCE 100 YR, FLOOD LINE ,70 STAB 6 555.8 Q PHASE III O OO , i,
NOT FEMA to - o PC F-507 ( ) s , 76 Z ° wgxllaw PAR w~ HWAY
~ 2 SF W ~ THE OAKS ON PROVIDENCE 1+ _ 1++00 s~. E' - / ` ~ 0 ~ ~ 100 YR. FLOOD LIN o~ ~n
t5+ .a / x0 ~ PHASE III ~ E ~ ~ PC F-507 h (NOT FEMA) - ~ ~ EUTAW ALFRED J. SIMONETTI io DRIVE
~ u~ S t P,y 5 REAR BUFFER po,~. o~ ~ (MEASURED FROM ~ ~ x ~ TAX PARCEL 06-141-45 PROJECT
0 7B' 0 ~ 1,542 F TOP OF CREEK) q~ti 35 REAR BUFFER ~ h > E - / m o PER ZONING S
w a s ~ / 0 0' oos'
181 S (T • ~S 224 S ~ ~ • / , p 0. \ YYAXHA W
180 ,555 ~A $ ~ s ~ x 6 s4 18 A - 5s 0~ ~ ~ ~ i, NORTH FRONT STREET
O M{. 624 J ohs ~°j 0 ~ ~
rn ~ x h x ~ $h ~ s ~ MARY DAMS and brother ODELL DAMS N R YARD ~ 173 pKh ~ ~ ` ~ I
08 310 PC 282 ~ R P 12 21 ~ 'X 11 7 ~ ~ o ~ • ~j ~ TAx PARCEL ~ 6-168-48 a 1 '('(P ~ ` O ~ ~ r I~ SCL RR SOUTH FRONT STREET ALIGNMENT OF POSSIBLE 60' R/W FOR
65 YPRO ~ 183 ~ ~ ~ ~ ~ + ~ THOROUGHFARE TAKEN FROM fINAL PLAT OF "THE OAKS ON PROVIDENCE, PHASE III"
R R 9 9 8 F d i 2' PBE ~ 7 • Z 86 ~0 18 o. ~ 161 ~ 16 0 o ~ \ 9 0,018 F xo 1 " ,q • w ~ 1 .056 gk0 AB BY FISHER-SHERER INC., DATED 11/9/98. -
~ ~ 0 69 S d'. ~ W ~ 937 ~ SS 510 wgx11 AWASSOGg7Eg VICINITY MAP DB 515 PG 306
o! 1 5 0 T ry ~ i 1 S ELE m 11, 8 SF 7' 64 + x o 1 470 S 1 TAX PARCEL ,y 06-141-45 (NOT TO SCALE)
~ ~ $ ~ . 1 ono x~ ~ ~ 31~ 3 , f 1 s ,199 S ~ ~ g 8
„ o ~ , 5a o 15 E / z ?avrcox ~cehna+ ewsnNC
$ 5 ,733 1 58 h $ .5 13 _ ~ -
o ~s~ + a9't a ~ ? s9tS 00 16 ~ , ~ ` 97 h
~ ~ 190 ~ ~ 6 x p0~ y '~3' •0 22 Y 3pF9, 33 SF 1 165 ~ 5 i ? 8+0p ~ ~
~o ~ 158 , ~i1a 6 s+op
> w ~ o= 0,72 F ? 1 S , , 3x f a 187 9,065 S , ~ ~ x°°/ , ! ~ ~ ~ AN1~~TF~1"'~~I ~ 5+00 / 3+pp _
17, SF 188 0 ? , ~ ~ ti 6~ 157 / ~ ° 0 460 65 i0 a8• - > > 16 ,820 'CR ' s 0`' 35 x
~ n 5a1.o2 _ 0 11,73 SF 457 5 ~ a , ~ 15 ~ 5~a'o ~ -193.:.::- S/ FPE,' e / ~,0 0 ~~0 ,469 Q~ ' o wnxl WAXHAW AS - - - - - --I.-„0100 SIMOryETTI DRIVE L- /
°o• ~i D ~rP 86 51 _ ~ 7~_ 0 SF _ ~F ? Q~ -~r •y09~y ~ ~ l `Nxo ~ k00 2 TAXS DB SOCIAtES PROPOSED 60' /W - - - so' Pusuc k00 515 PG 3os DEVELOPER TO OORDINATE DEDICATION - - - DEDICATED P C OR/W Z 5Z TAX PARCEL - RlE 884 Z 5~1 • N os-tot-a5 F' R T N T FR I -
~ AR ~P,R 2 _ _ _ J- r~ 4 ' •yx~ M 35 T 1RIAN ~0 22511,5 ~ 0 60 /W 0 CDO OM EX STING TAX PqR~ 6_141-4g END OF 60' PU UC R/W,
65 14.2520 , ~ 15 62 SF ~ 5+00 m a*1 1 525 SF • ~ r: wAxNAw As: WAXHAW q~p ~A 515-PC 306
- - . DD o TES X ALFRED J. SIMONETII
- _ - - Ty. . _ w 5 PDE 6 56 Y y0 ~ FL POSSIBLE GAP ~ • _ _ ~ S J 64 56 j~• ~ / ~ GO
to~11 ~ cARa e. cARPENTER ! ?S.:~ _ ~ ^ 1 ~ ' MB ( 0 e ~ - W~""'W TAx PARCEL 05-138-070 _ _ - N N 30 3 xcA 0 P STA 577.54 STA.~~ 54
- - - _ 12,1 9 SF ~ ~ ELEV. 9,58 SF 2 •a~, P K7O' SIGH TRIANGLE t . 200 9, 07 S F \ (TYP. EA. ~ :LEV• 577.
N01E.~1HI3 AREA ZON . ~ 0 4 x 35'x38' SIGHT ANGtE
::DIFFERENT.FROM OTHER:... - - - 1 ~P'~ti ~ $ 0 ~ (TYP. EA. SDE _ - 0 `(PRO l 3 ti - r
ELIZABETH R. HOME ET AL - ' _ ~ 19 M ~ AR ~ o ~ 1 Tax PARCEL os-13B-os9 _ _ ~ 198 ~o i ~ $ 9 •
1 8~ rte 0 tia'"p0 STA. 24+00 STA. 24+00 0
CAROL B. CARPENTER - - - ~ , N OM 1 2 ' ELEV. 577.6 TAx PARCEL 05-138-089 _ ~ ~ J• A ~ 191 i ~ p . 577.6 NOTES;
_ ~ o , X I 1. EXISTING STREAM/WETLANDS SHOWN ON
fix - - ~ ~ 1 2~p0 c ~T o s ~ o. ~ 3 CONDITIONS APPROVED Y TOWN BOARD: 1. ALL CUL-DE-SACS ALL HAVE A 87' PAVEMENT DIAMETER. THESE PLANS WERE DELINEATED BY
~ 154 1 } 19 Q• zl+°° ~ 153 T , 25+00 25+00 ELIZABETH R. NOW1f, 2. ALL TREES PLANTED SHALL HAVE A 2" MINIMUM CALIPER. STREET TREES WILL BE PLANTED ON BOTH SIDES Of All ECOSCIENCE CORPORATION. PROPOSED
2 SF ~y ~1 ~ 152 ' V, 577.72 577.72 LESTER H. HOIME STREETS AT A MINIMU OF FlFTY (50) FEET ON CENTEP. IMPACTS TO STREAMS AND WETLANDS ARE AND 3. EACH RESIDENTIAL IT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENTAL TREE SUBJECT TO REQUIREMENTS OF
~ ` 151 ~ ,a p 4 1 CAROL g ^ yP p0 150 ~ E $ ~ JAMES H. HOW1E SHALL BE AT LEAST 1 1/2" CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT. APPROPRIATE ACOE AND NC STATE
CARP ~ x DB + ~TFR titi 14s ~n~! LA ~ E x1SACOLA PARK 05 - PO 57 0 ~ ~ 5 ~ s;, D 7 o P o0 ESTATE FILf 69E - PG 169 4. A 35' MINIMUM BU R SHALL BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE TAX PARCEL 06-141-004 CREEK THIS BUFFERS BEGIN AT THE TOP OF THE CREEK BANK. DIVISION OF WATER QUALITY PERMITS.
MB 6-145 TA B 5 - PC 145 01 r7 " ~ 148 ~O ~ T} ~ r. ~ x PARCEL o _ ~ ~ / 147 1~NS i p ~ , 5139-D72 m 4 D~+ ~
4 " • / 2}p0 1 is ; ~ . LINE TABLE 6 146 ~ ~ a 5. THERE SHALL BE A 0' BUFFER ALONG 80TH SIDES OF THE WAXHAW PARKWAY. DEVELOPER IS RESPONSIBLE FOR 6. A TREE SURVEY WI BE REQUIRED, AND ALL 16" CALIPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A OBTAINING APPROPRIATE PERMITS AND
70' R/W TO BE DEDICATED kry ~ 145 ~ ~ ~ ~ ~ ' LINE LENGTH BEARING 1:1 RA110 FOR THE SA ITARY SEWER EASEMENT AND F4~R DISTURBED AREAS WITHIN THE BUFFER ADHERING TO PERMIT CONDITIONS.
L1 1032.13 N 84'14'44" W TO ! ` 144 ~ 30 ~ 1 ' ~ 7. ALL UTILITIES IMTHINI~ THE SUBDIVISION SHALL BE UNCERGROUND. ~ B. THE DEVELOPER WI BUILD AND DEDICATE THE .PROPOSED WAXHAW PARKWAY TO NCDOT AS PART OF 2. THIS SITE IS NOT SUBJECT TO FEMA
/ ~ 94 ~ ~ I , \ L2 300.00 S 52'41'03" W ~ / A+ B 95 O ~ N1 <rj ,1 THIS CONDITIONAL P THE DESIGN OF THE ROAD WILL. FOLLOW NCDOT STANDARDS, AND MAY CHF~NGE FROM THE REGULATIONS OR IDENTIFIED AS A FLOOD
L3 300.00 S 73'2728" W 3 96 ~ I S • 27• ~ ~ l~~ 97 v. ,c a t ~ , ~ 3 . 27+00 ALIGNMENT SHOWN ON E PLAN. HAZARC AREA. HGWEVER, ALL APPLICABLE 578.18 9. HOUSES SHALL HA A MINIMUM ONE-CAR GARAGE. DRI~wAYS SHl~i.l. BE COIJCRt.YF ~F•T" `i'L STREET TO THE
L4 358.63 S 05'55'20" W 143 ~ ~ w?~ r , • ' ~ ~ ~ ' S ex cam' 98 ~ ~a 'x / L5 252.33 S 48'35'24" W ~'NE a ~ 0 ~ 5 ~ 99 e 9~~ x~ , REQUIREMENTS AND/OR REGULATIONS SET ti~ GARAGE AND Two-c GARAGES SHALL BE WIDE ENOI,; ~ A1^ " ~onvr T!+~ ~ !'D AccUtis..;x,,~IT: TWq p I A FOOD DAMAGE
L6 260.63 N 54'59'12" W ~ O o P ~ 100 , s~: _ ~ ~ rn ` / 1 YR. FLOOD LINE CARS SIDE BY SIDE. IVEWAYS FOR TWO-CAR GARA(>., t.AN N K DOWN TOWARDS THE 5.~~.~F. FORTH IN THE A PLC BLE L 00 10. H SES I T F N ATl HA H/tV': A FOUR COURSE BRICK MASONRY VENEER SKIRT EXfcriCir~G PREVENTION ORDINANCE OF THE TOWN OF
. » ~Ri- N wUA1FORD ~ 142 ~ y 101 ~ + L7 167.86 N 37'1916 W ~ 3M - PG 723 2 ? 6 T i ~ NOT FEMA OU BU L ON SLAB OU D ON S LL ( ) UP THE FACE OF THE F R A
FPF•' . LS 55.54 S 89'30'37" W TAX PARCEL PG 145 ,l ~ 102 93 ~ , » 05'138-07 ~ ~ 8 0 ~ ~ 20 PDE WAXHAW SHALL BE IN EFFECT 0 LL -i. 11, HOUSES SHALL HA THEIR EXTERIOR WALLS MADE ~?F WOOD, BRICK, VINYL, STONE, STUCCO, OR SIMILAR MATERIALS, LOTS IN THIS PROJECT.
. L9 20.12 S 40 52 02 W ~ 3 l 141 6>< 103 92 ~ / c~ ~ ~ 91 ~ 7 L10 85.31 S 75'26'07" W 90 / c O - MASONITE EXTERIOR W LS SHALL BE PROHIBITED.
L11 59,16 S 14'33'53" E ~ d~ / / b 104 89 0o V r o ~ x~ 1~ 12. THE PREPONDERAN E OF ALL ROOFS ON THE HOUS~S SHALL HAVE A MINIMUM 6/12 ROOF PITCH. _ ' ( + ~ ti9 5~9• 1 WA OF TH HI TURAL FRONT OF A RES~DENIIAL STRUCTURE SHALL NOT RUN UNARTICULATED FORA 3. FPE- FLOOD PROTECTION ELEVATION. FPE S 3. THE LL E C TEC ARE SHOWN ON LOTS SUBJECT TO FLOODING
~ 140 ~ ,i E D t cARa " 88 N ~ L12 57.19 S 2753'39" W B• CARP ~ " L~' oe +os _ PG ENTER 87 ~ ~ 0 8 ~ ~ 400 ,h ~ J• DISTANCE GREATER TH N TWENTY-FOUR (24) LINEAR FEET.
L13 140.42 S 05'55'20" W PB 577 ~ l+ 1+ i o y 6 ' PG 1 `7» 86 1 1 ~ ~ PRI A OPEN 4oD 14. HOUSES SHALL HA A MINIMUM HEATED FLOOR AREA OF 1,450 SOUARE FEET. DURING 100-YR STORM EVENT. ALL PmvA oPa~ 15. OUTBUILDINGS USE FOR STORAGE PURPOSES SHALL BE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. LIVABLE SPACE AND MECHANICAL
L14 239.90 TAX PARCQ p~ +5 a \ 1 SPA (1YP.} S 3751'03" E 138-074 ~ $ 8 SPA (TYP.} 1 a~''. > 16. ABOVE GROUNDS MING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED 1MTH EQUIPMENT SHALL BE ABOVE THE FLOOD
" ~ + 105 ' 400 s.F. +00 ~ ~ 1 9 ~ L15 532,16 S 20'38'05" E / ~ ,q ~ X ~ ~ a E•' . , » 139 . ~ PRIVATE oPEN 85 m H ~ L16 212.64 S 08'02 33 E r. SPAL~ 3+oa ~1'R• EXTERIOR FENCING. 17. 100% OF HOUSES CATED NORTH OF THE PROPOSEU WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY BRICK PROTECTION ELEVATIONS SHOWN.
L17 170.01 S 84'04'40" E 8 ~ ~ 1 ~ SYP•~ 10 1 ( ) AS PART OF THE FRON ELEVATION OF THE HOUSE. 4, DEED NOTIFCATIONS SHALL BE PLACED ON
138 106 ~ 84 ~ BS C 51 ~ ~ o M + L18 275.00 N 83'59'16" W " 30 / 52 ALL JURISDICTIONAL WETLANDS TO NOTIFY
L19 435.28 ~ ~ ~ ) oo $ S 73,2728" W cARa e• wx 53 '4 ELIZABETH R. HOWIE, ROBERT B. HOWIE, THE STATE IN ORDER TO ASSURE
L20 514.62 S 05 55'20" W oe 405 pRPEryTER a 107 83 54 V„ , . 1 » PB 6 _ c s77 137 ~ g ~ 55 - pGE 1 11 LESTER H, HOWIE ' :'f; ~,OO COMPLIANCE FOR FUTURE WETLAND AND/OR z TA• 310• DB 242 PG 239
L21 99.96 S 13'53 43 W TAX P PC 145 w + / 56 N sP s. ARCEL x-138- ~ mj r,,.<-: ~E L22 331.54 S 73 2728" W o7s * ~ ~ 57 ay 0.~ 5~ S 58 TAX PARCEL s-141-004 WATER IMPACT. V. ~
» r 82 GpMMSEE N L23 332.55 8 ~ 136 S 06 00 36 W + ~ X ~ ANY AREA SOUTH OF WAXHAW PARKWAY ~ ~ 5.
L24 74.50 n ~ to " ,4..~, ~ W N 86'39'42" E " m 108 ib' + ~ m T'DE g s 50 00 ~,W ~ ~ THAT IS NOT HATCHED TO DENOTE PRIVATE
L25 169.85 S 73'2728" W 3 ~ 135 ~ ~ 58 49 0 /h ~h ' OPEN SPACE, IS COMMON OPEN SPACE TO w
L26 294.63 S 06'00'36" W r°~ o ~ 81 48 y :5 35'x35' SIGHT TRIANGLE 8 M 109 ~ 400 s.F. 47 Pc / OO BE MAINTAINED BY A HOMEOWNERS / ' ~ p. 32~ ~1 ASSOCIATION.
L27 74.66 S 83'59'24" E I 59 PRIVATE OPEN o TYP. EACH SIDE CAROL g, CARP m _ SPACE (IYP.) . DB +0s _ PG ENTER 134 ~ ~ 46 a ST 58
(TYP. ALL INTERSECTIONS) PB 8 - 0 12 Pc 577 ~ ~ 110 ~ ~ 80 +oo ~ ~ ~ TAX P 1+5 rv I ~ 45 0 ~ ~ LE~• ~ 1z SITE ~ihTA
ARCEI 05-138-076 n ~ ' 1
" 133 ° ~ ° + ~ z ° 60 t xo°~ s $ 79 e ~ ~O~vO z 1 13 111 w ~ T~(P 1e 13 ~ TAX P RCEL NUMBER PART OF 06-141-004, 80 & 90,
I vw, Q gS to NOTE: THIS SECTION OF WAXHAW PARKWAY caR ` 132 $ ~ 61 ~ - 44 3p M 3.100 06-141-103A AND 05-138-071
a e. TO BE COMPLETED BY OTHERS DB +05 CARPENTER 8 ° ~ 78 m ~ ~ +v 4, 23 14 Z P• 3c~1 q1 14 S~. ~ 1;~ DEED OOK AND PAGE DB 1397 PG 888
AS PARKWAY IS EXTENDED IN THE FUTURE. PB 8 _ PPG 577 • / 112 < ~ ~ 0 24 TAx PARS OS-1145 PC 29+07.9 ~ N 't 43 8 r \
, 3e-o77 b 62 ~ 25 a ~k; h r 10x70 SIGHT TRIANGLE s 1+00 113 M; W 77 ° " ~ ! 15 :k„ ZONIN RM-1 (R-3 FOR LOT 193)
v, TYP. EACH SIDE ri 0+p0 tT>r I 1+ •o-~ a 1 w i w 15 MIN. L T AREA 9,000 SF. 1~ 1 ~ rau Kc alE-rx>.
a ALONG PARKWAY ONL ~ ~ ~ ~ ~ a[ t 26 ~ • ( ~ 63 42 g o ~ ~ 16 34k 23 MIN. L T WIDTH This drawin and or the desi n shown are the
RIGHT- F-WAY TO BE + 114 76 \ ~ - 0 0 ~ 16 ~ ~ ~P• 5a~' 60 9 / g AT S TBACK ro ert of ESP Associates, P.A. The re roduction, ( ) P P y P .
~ ~ ~ - ~ N DEDICATED AT T1ME OF ~ o TER COUR Q+ SUBDIVISION PLAT. u1AM G. PEq o° F V y 0 o `1 • a XS alteration, copying or other use of this drawing a `;i 0 F
n N AND CE 131 ~ 7 .i+00 ~ 22 D ANCY C, ARNE 115 S ~ Z+oD 27 + ~ aI ~ SETBA KS (SINGLE-FAMILY)- S_TBACKS (MULTI-FAMILY) without their written consent is prohibited and any ~ 100 YR. FLOOD LINE
CURVE TABLE B 491 - p0 ~ ~ ~ e zit7s ~ o •S• ~ i PB 6 - PG 1850 ~ 3 + -~...~i V ° G MBS RONT 30' 30' infringement will be subject to legal action. •s, ( ) - - NOT FEMA O 4 49 O ( ) ~ ~ ESP Associates P.A.
CURVE RADIUS LENGTH TANGEN CHORD BEARING DELTA AX PARCEL 05_ 5 + 130 b~ n ~ ~ 21 13B-o7e ~ ~ 116 ~ 74 N 28 ~n 3 + 5k00 REAR ARD 30 30 ~y~ ~ ~ '
Ct 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12" ~ ~ 2 1 ~ 0 ? ~ ~ ~l '400 s.F, ~ M"' ~ 17 c2 400. 1 ~ \ es 00 45,03 73.32 144,23 N 63'04'16" E 20'46'25" 12g ~ ~ g w :PRIVATE OPEN (rrp U SSP. 383.37 17 ~ 5 SIDE R INTERIOR 10' 3'
lac 73 ~ 64 41 0 :SPACE (TYP. ~ C3 400.00 471.49 267.45 444.66 S 39'4124" W 6732'08" ~ ~ 12 2• p a 117 o 29 ) 18 U / ~ XS 100 ,
" C4 919.60 48.11 24.06 48.11 ~ 6 n q 20 ~ o N 072516 E 02 59 52 b 15, ~ " 19 f8 ; ~ SIDE Rp (CORNER) 20 20 1 „~r
~ C5 300.00 400.15 236.18 371.14 N 86'48'06" E 76'25'24" 128 65 40 ~ 393 ~'E'. ~
L + 30 s9 ~ C6 300.00 92.50 46.62 92.13 S 46'09'14" E 1 739'57" ~ 118 ? ~ 72 ~ ~ 3 PT ~ 400 S,F. 2 10/18/01 MULTI-FAMILY REVISION WRS/PGG o TOTAL ~ AREA 53.828 AC.
C7 300.00 278.39 150.13 268.51 N 63'54'19" W 53'10'08" cARa ~ 13 ~ 3 C8 150.00 90.50 46.67 89.13 » DB 405 CARPEN~ I ~ 127 ~ ~vA~ t 39 ~ A. 36+01 ~ ST 584'8 NUMB ~ OF LOTS 203 ~ XS ~V. 1 3/13/01 PER TOWN OF WAXHAW COMMENTS EDS
a N 58'09'05" E 34'34 05 P PG 577 119 ~ SPACE (rn'•) ~ B g _ PC ~ r 71 a C9 150.00 57.52 29.12 57,17 S 16'54'30" W 21'58'19" TAx PARCEL 05_ 145 ~ $ ~ L;, , ' 100 ~ ACRE E IN NEW R/W 11.351 AC.
o C10 500.00 109.89 55.17 109.67 N 14'20'19" W 12'35'33" 1Je-o79 ,~N ~ g t a~ ~:y~ ~~~P. ,,;,t,,- ~;+'~'~°,5~' 20' PDE N0. DATE REVISION 8Y COMM N OPEN SPACE AREA 18.13 AC.
~ 126 38 + 31 ~ ' ~ ~ C10 500.00 150.24 75.69 149.67 N 29'14'34" W 1712'58" 120 '0 ^ ' o ' p ~o +8.32 a v ix y,,
~ C11 240.00 282.89 160.47 266.80 S 39'41'24" W 6732'08" / n ~ 70 s, ~ r s`~ z C12 500.00 69.58 34.85 69.52 * 0 37 L~ D ~ LINEA !FEET IN STREETS 10,O60t LF ~~~s' SHEET WILE J
w N 09'54 32 E 0758 23 N S E 7 os.Ba 32 ~ ~ ~ ~ ~ ~ ~ k o C13 150.00 176.58 100.13 166.56 ~ ~ ib ~ S 39 44 02 W 6726'53" 125 w / ~ TOTAL DENSITY 3.77 D.U./AC. OJ30 .j 'k~~ " L
~ ° go ~ 121 ~ ~ ,:;r~SnNC ~ : . ~ C14 1000.00 163.16 81.76 162.98 S 01'20'09" W 09'20'53" ~ t$ PoE / ~~i ,~_wEnwos • ` 1 AREA F SMALLEST LOT 9,007 SF (SINGLE FAMILY) PRELIMINARY SITE PLAN 1"=100' DA
fO C15 145.00 170.69 96.79 161.01 " / 69 30 MBS ~s• \ yoTE 4) ' a S 39'44 02 W 67 26 53 124 f22 ~ (TYP.) 30' MBS '0OF ~ xr~ % „s 2 15 01 .~~w;, COMMON OPEN SPACE
\ TYP. o = / / 36 ( ~=~,~~j _ / / 123 68 ~ ~ N PROJECT A Y (SEE OTE 5) JAM WRS
66 33 ~ r'~n~, , ,.Y, , . ; HARRISON PARK CH CK BY
34 . ~°a';, EXISTING STREAM/WETLAND AREA PcG
Z, 11(771 I /ryh/1/7T1R771r'1 11 I ~ FFUrc Tnwr`I n~ wexuew tvI r
47"W v `C?' C) • • N87'56'13W 151.29' S89'44 85.36' ~vrn~ vi CLIENT DRAWING NO
C) en ineering•surveying.p tanning 20 E 100.15 DONALD W. HELMS N870038W 200.37' N86 51 06"W 198.87' GRAPHIC SCALE OJ30SP.DWG
/ ND TRUDY B. HELMS m TC EDW RDS SUBDIVISIO N8612'29'W 198.7)' k,. + 1 DB 466 - PC 112 N 100 0 50 100 200 400
0915 Southern Loop Boulevard DONALD W. HELMS TA PARCEL OS-138-30 PLAT B OK 1 PAGE 28 HENRY H. PATE 8611'41"W gg,40' m _ Pineville, NC 28134 [phone] AND TRUDY B. HELMS DONALD W. HELMS ND MRS. H.H. PATE HENRY FRANK MCWHORTER CROSSMANN COMMUNITIES, INC.
o _ DB 254 - PG 179 AND TRUDY 8. HEL S DB 215 - PG 295 DB 330 PG 720 HE RY FRANKLIN McYM TER ELIZABETH R. HOME, W1WAM JE htE TAX PARCEL 05-138-032A 0 032A EO DONNEL STEPHE S TA PARCEL 05-138-028 TAX PARCEL 5-138-027 DO 155 - PG 624 LESTER H. HOME r- AND (BETH R. HOME, N65'54'11'W 475.02' 4339 STUART ANDREW BLVD., SUITE 201 ;TER HOME
CL D8 289 - PG / J YCE BLYTHE T PARCEL 05-138- 131 A DB 290 - PG 478 PARCEL 05-138 26 AND r, BOBBY UGENE STEVENS TA PARCEL 05-138-029A JAMES H. HOME AND CHARLOTTE, NC 28217 MES H. HOME >a,= IN FEET PH: [phone]
L J DO 211 - PG 247 jDB 93E - PC 387 DHBH2B2ATE, HGEIR PB 6 - PG 145 ESTATE FILE 696 - PC 189 FILE 69E - PG 169 FAX: (704) RCE 06-141-004 1 inch = 100 it. 527-8101 3 OF 18 SHT
TAX PARCEL 05-138-034 T PARCEL 05-138-029 TAX PARCEL 05-13 28A TAX PARCEL 06-141-004

_ _ _
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\ ~ + \ / ~ I ~ / _ x
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~ ~ h I ~ \ / s , I ~ ~ ~
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\ - ~ / ~ ~ / o ~ ~ I / ~ l
~ I ~ ~ ~ ~ 1 r ~ ~ / o ~ EUTAW
I I ~ ~+oo ~ i ~ ~ ~ -823.0 ~ I ~ F E-612.0 ~ ~ / DRIVE I I F 806.0
f- ~ \ - - I I - ~ ~ ~ ~ _ ~ ~ PROJECT
~ *QO \ i F =634.0 i' FFE=625.5 0° ~ 1+7.01 i \ + I i
~ ~ I I I ~ / ~ ~ ~ YYAXHA W
N ~ r- - , PROPOSED END OF ~ I FF = oho ~ NORTH FRONT STREET
ROADWAY ARIA ~ ~ F =6 4. ~ ~ 0 1 1 ~ ~ i ~ Q / ~ ~ _
B R C DE ~ 2 6 \ / I \ l SEE SHEET 2 @ ~ ~ FFE= 14.0 h \
/ + ~ \ FF -827.0 ~ 1 1 \ ~ ~ - SCl RR SOUTH FRONT STREET CB \ \
~ ~ I / I ~ I ~ ~
~ ~ ~ ~ I \ i ~ \ \ ; V ~ - I ~
~ ~ / _ _ ~ I \j VICINITY MAP
° ~ ~ ~ FF =839.0 ` ~ ~ J +0 o ~ \ I o ~ I (NOT TO SCALE)
J - / V o / / ~ \ / FFE 826.0 _ 1+00 o ~ + I
CB 38 ~ _ , / / FF 638.0 / I / - I / F =614.51 I 1
/ / / I ~B 37 ° ~ ~ 2+p0 / I I / I- V / I ~ I
~ / o + I
_ / ~ i / 1 I ~ ~
° ~ =640.0 ~ ~ / FF -830.0 ~ ~ Structure v Invert Elev. i ~ 3 ~ ~ ~
if ~ I ~ I / FF =38.5 ~ ~ ppE / =615. / ~ ~
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i + / ~ / ~ ry i
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/ =640.5 ~ ~ / / / CB 5 FF =828.9 ~ / ~ i / ~ / '
/ i / ~ FF,E=618.5 - I ~ / _ FF =6 .5 CB 37 CB 38 36 15 629.60 629.42 0.0050 633,20
Ff -838.0 / , ~ ~ / C 55 _ / / ~ I ~ / I
/ / ~ ' ~ _ I ° i i ~ ~ CB 36 CB 38 196 15 632.69 629.42 0.0167 636.29
~ ~ tea. ~ - / ~ ~ ~
/ ~ =841.0 \ a° o =830.0 , ' CB 38 CB 39 57 1 I J 5 629.22 628,50 0.0125 633,39 ~ / i ~ _ - _ ~
/ I / ° ~ ~ / ~ 1 - ~ ~ / E=61 . ~
~ FF = .D / / .7".' / 632.0 ~ ~ FE=615.5 CB 39 CB 40 34 15 628.30 627.60 0.0204 634,27 ~ i ~ _ ~ i - -
I / 1~ 54 P / / / ~ I _ i CB 40 CB 41 82 15 627.40 624,90 0.0307 634.27
/ / - ~ cy O - i i i
/ ~ / o / ~
FF =842.5 I ~o / / / / L ~ co 6 3 - - / ~ ~ ~ ~ - _ F 18.0 01 rn ~ i i _ ~ ~ ~ N \ v", ~ ~ CB 57 CB 58 34 15 611.80 611.50 0.0088 615, 43
I ry I IFF 2.0 / - ~ ~
l ~ / _ / ~ ~ ~ / / _ _FFE 634.0 ~ / / ~ ~ \ YI 54 CB 55 107 15 624.90 624.20 0.0065 628.50
~ a° / 838.71' / / ` ~ ~ ~ ~ ~ ~ ~ ~ ~ -
~ / ~ ~ ~ ~ ~ s3s 71 _ l ~ _ ~ o \ ~ CB 55 CB 56 67 15 624.00 622.45 0.0231 628.23 I
~ ~ ~ - _ ~ 30.90 \ ~ 1 f J 637.07 ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ + ~ ~ i \ F ®b~6,5 I ~ ~ \
F 843.0 ( 1 ~ ~ ~ \ d ~ 1 \ 612.62 FFE 15.o CB 56 CB 58 214 15 622.25 611.50 0.0502 626.07 ~ \
I 37.07 X843.0 ~ ~ ~ \ / / ~ \ 10~ s. ~ 612.3 CB 58 CB 0 1 1 11. 1 615.43 6 56 5 6 30 60.50 0.0628
I I ~ ~ l _ _ _ ro ~ ° ~ 83167 ~ / ~ ~ ~ L _ - - - - FFE¦ •r' ~ ~ ~ CB 77
\ ~ \ 1 ~ \ ~ ~
~ - ~ 837.83 - - _ _ ~ ~ t1' ~ I ( ~ _ ~ v
~ ~ _ - ~ ~ / I - ~ \ \ ~ ~ ~ =s1 • ~ ~ F =s15.o ~ YI 76 CB 77 144 15 608.40 607.50 0.0062 612.00 ~ ~ s .o ~ ,
N ~ ~ ~ - _ y, ~ I I - - ~ sa~.22 \ \ ~ ~ F 4 1
C 77 ES 78 143 18 601.43 598,00 0.02 0 6 1.30 ~
o ~ , ~ - _ ~ . ~ ° \ ~ ~ ~ X12.24 ~ I . POE ~ ~ \ o yi \ I \ \ \ \ ` \ .
I j ~ ~ , ~ FF =638.0 ~ \ ~ 1 \ ~ \ ` \ ~
~ I \ \ \ ~ ~ ~ ~ ~ ~ ~s. ~
I \ I \ \ ~ \ \ ~ \ NOTE: \ \ ~F
I ~ ` ~ \ \ ~ \ F =843.5 I =643.0 ~ - - - \ ~ 1 I ~ ~ \ ~ ~ ~ ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED.
I , \ \ ~ ~ =615.5 ~ ~ 1 I 1
=643.5 ~ ~ , ~ =637 FF -83 0 ~ \ \ \ ~~i
~ 1 ~ FFE= 7.0 ~ / ~ ~ ~ v 7g ~ s15.o LEGEND
\ ~ \ ~ I ~ \ F 15.5 ~ ~ 1 \ ~
\ ~ A ~ _ \ \ ~ I FF = 15.0 I \ PROPERTY LINE
\ ~ I ~ ~ ~ I ~ \ ~ I \ ~ ~ \ \
1 ~ ~ I 1 ~ ~ _ ~ I ~ ~ ~ \ ~ l \ \ ~ ~ ~ EXISTING CONTOURS
FENCE ° - - \ \ \ ~ ~ \ I \
N86 56 4~ W I ~ \ \ PROPOSED CONTOUR
N87°56' ' ~ I I W 151.29 ' - r S89 4 ~3~_ _ ~ ~ ~ 4 20 E 100.15 I I ~
L75 ° » ~ ~ -~8 7 0 ~ \ \ EXISTING STORM DRAIN - - - - ~ ~ I ~ C~---~-4 \ ~ \ \ ,
56- - H W 2 ~ ~ 0 .37j \ I I ~ \ ~ PROPOSED STORM DRAIN
I N 6° c ~ ~ 06 J \ 1~ O6 ~ 1 ~ ~ WITH RIP RAP APRON 98.87 \ \ \ \ \ \ \
J ~ ~ - J _ \ ~ \ ~ ~ \
PROPOSED RETAINING WALLS - _ - _ J ~ \ 1 12 2~ I EXISTING STREAM WETLANDS .~'~;~;~c,~,, ~4:-r,x - .M{:.,, ~ \ 198.77 ~ ~ \ I \ a
TO BE DESIGNED BY OTHERS v ~ I ~ ~N~86 ~ ~ \ ~ I ~ ~ PROPOS D FINI H
E S 1 ' ~ \ ~ \ FFE=593.0 ~ FLOOR ELEVATION
PROPOSED FLOOD FPE=593.0
PROTECTION ELEVATION LEVEL SPREADER NC EROSION
AND SEDIMENT C N ROL PLANNING
AND DESIGN MANUA STD. 6.40
3 SEE SHEET 18 F R ETAIL & DIMENSIONS. ~ Kc
r 'n i w r h This d awi gand/or the des gn sho n a e t e
O O N property of ESP Associates, P.A. The reproduction,
N alteration, copying or other use of this drawing
• ~ without their written consent is prohibited and any infringement will .be subject to legal action.
CO 800-63 -4949
.-i (D ESP Associates, P.A. 619D UllJff GVW1:

CONTRACTOR SHALL USE CARE IN AREAS WHERE PROPOSED GRADING IS CLOSE TO PROPERTY LINE. o APPROVAL OF THIS PLAN OR THE EROSION CONTROL PLAN DOES NOT AUTHORIZE GRADING OFF-SITE.
r
= N NOTE:
E 3 EXISTING STREAM WETLANDS SHOWN ON THESE PLANS WE DELINEATED BY ECOSCIENCE CORPORATION. 2 a 24 01 MULTI-FAMILY REVISION WRS PGG / / /
P A PROPOSED IMPACTS TO STREAMS AND WETLANDS ARE SUB ECT TO REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE DIVISION OF WATER QUALITY PERMITS. DE LOPER IS RESPONSIBLE FOR OBTAINING 1 3/19/01 ADD C856A, 15" RCP wRS/PCc
~ A APPROPRIATE PERMITS AND ADHERING TO PERMIT CONDITI S.
0 m N0. DATE REVISION BY
0
z w SHEET 111LE I OJ30
0
Y L STORM DRAINAGE AND GRADING PLAN 1"=ao'
a c 2 15 Ot
o - ~ - PROJECT AWN Y
~ - L L HARRISON PARK JAM CH K Y
P
F.~p e.~~nrre T~_e A d Tnumi n~ urevuew nir
m a.+r?i i11vN v v1111 LA! 1 •L7• ivnivi rrnniimr iv CLIENT DRAMNG N
C) engtneeringesurveyingeplanning OJ30UT1.DWG
N 4~ 7~W _ 10915 Southern Loop Boulevard
U = Pineville, NC 28194 [phone] o - CROSSMANN COMMUNITIES, INC.
C a 4339 STUART ANDREW BLVD., SUITE 201
w CHARLOTTE, NC 28217 PH: [phone]
FAX: [phone] of 18 SHT
~ t

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AP/ ~ "1 1 ~ pO ~ ,I 1k F P~~ NOTE. STOR DRAINAGE CHART F OR 0
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I I ~ , r I I I ~ Z s
I I 00 ;a k s cs L ~ Q ~
I _ I ~ i ~ I ~ : Structure ~ Invert Elev. 3 ~
1 ~ ~ I ; ti. I ~ 1 1 1 ~ I I , v 3 IE ~ ~
~ ~ I I ~ ;n~~: 1 0r, W W p,~ ~ a
1 ,
I J< I I I I ~ ~ W V ~ ~ n.\ o ~ a c a 3 0 E w AXHAW PARKWAY
~ I y \ o. I \ ~ . I ~ \ u. t- ~.u..'~' a ~ ~ in: ~ ~-U
I•/ I I I I ~ ~ , v ~ V 1 , \ T EU A CB41 w 64 C 2 292'~~ 1 5 623.50 609.20 0.0490 628.50
I 1 \ I o 1 1 I 1 / I o~ 1 a l~ I I I \ DRIVE
YI 5 1 b 1 I I ^h / ~ I ~ o 0842 0843 39 15 609.00 607.50 0,0388 6 PROJECT 15.32
1 ~ I ~ o 1 / I , ~ 2 ~ I I I I ~ ~ I t
/ e / I / = 90.2 / I CB43 CB44 270'' 18 607.30 597.20 0.0374 616.13
p0 / 1k ~ / / / $ 584.0 ~ I ~ _ X WAXHA W 0644 CB47 227 1 8 597.00 589.26 0.0341 603.16 NORTH FRONT STREET
~ 1, / , / I ~ ;II ~ ~
1 / / ( y~~ ~ t YI45 CB46 107' 15 589.06 588.00 0.0100 593,00
~ ~ ~ ° A FFE= 07. ~ / ~s. ° I ~ `Qty I ~ p I SCL RR SOUTH FRONT STREET
k ~ / ~ 7. / / / / A 0646 CB47 36 15 587.80 585 .00 0.0774 593.38
/ C ~ _ / ~ F -5 0.2 T ~ %f y' I \ / / ~ ~ / / / F = 84.0 \
I / / ~ CB47 0850 134 ' 18 582.61 575.50 0.0531 59 2.86
~ ~ / / \ I I o r;, ~ / / \ ~ / / / - ~ I ~ RIM=582.06 VICINITY MAP CB4 8 0649 56 15 586.46 584.57 0.0337
/ / - - ~S` I I _ / ~ / ~ / 1 \ ~ ~ INVERT IN=574.30 582.06 590.06 NOT TO SCALE 2T IN=574.30
FFE- 10.0 / F X59 .0 / ~ p I , / ~ ~ / A INV TOUT=574.15 _ CB49 CB50 35 ' 15 584.37 582.00 0.0672 588.17 T OUT-574.15
- / / ~ _ ~ i ~
/ / ~ ~ ~ FPEd 584.0 ~ h~ / / / 59 .0 / / / \ \ ~ P• 581. - i
/ / I I ~ v ~ ~ ~ / / I ,j / /
o ~ / / ~ v \ \ 1 / o / / / \ 1 ; Y169 C 70 B 102 15 612.15 610.95 0.0118 615.75
/ ~ \ ~ -s~2.a 1 ~ =sos.o / / ~ Structure ~ Invert Elev. ~ 0670 0872 125 15 610.75 594.85 0.1272 614,59 v o
~ I + / / _ ~ _ ~ E ~ ~
/ I I $ I ~ ~ \ / I ~ \ 1171 0672 168 15 595.90 594.85 0.0062 599.50 r N o a~
I I I I / ~ ~ / ~ ) I ~ / / =592.0 ~ ~ o ~ v ~ w ~ E rn o v ~ a o a~
I / FPE= 584.0 F =solo ~ l ~ I / ~ ~ ~ 7' CB72 CB73 314 24 594.65 590.25 0,0140 609.53 ~ o ~ ~ _a c a 3 0 ,E ~ F- Jv a~ ~ J !nv ~
YI 65 I \ I ~ 0673 DC674 34 24 590.05 589.80 0.0074 595.11
FFE= 14.0 _ 1 ~ ~ 1 I ~ a:, ~ CB 59 CB 60 109 15 600.50 599.80 0.0064 4 ~ 60 .00
\ ~ ~ s~ /I 0 1 I 1 II a/ \ l I DCB74 FES75 184 24 589.60 588.0 0.0087 595.11
1 1 ~ / ~ _ \ ~h \ I I -592.0 I I 0 / I I / FP = \ CB 60 CB 64 212 15 599.60 587.45 0.0573 605.13 0
\ I 586. ~ I ~ I \ I P• 2~ 2
i ~ \ \ I I ~ I 1 I / \ CB 64 DCB 66 54 24 584.15 583.55 0.0111 591.05
~ I - I I S2 ~ 1 1 ~ CB 66 CB 67 34 30 583.35 583.10 0.0074 588.38
I ° I ~ I -595. / ~ X00 o \ ~ ~ 1 ~ 1
a I I / 1 \ I F 614.51 I I I I / f I \ h r~ _ - f .
2+00 ~ I I I I + \ ~ z1 f,,, ;
rt YI 65 DCB 66 95 15 586.00 584.30 0.0179 589.50 ,.a,~ ~
I / - - \ , I / \ ~ RIM=583.14 NOTE:
/ / / / r 3m ~ ~ FFE~595. / -~1dVERT IN=575 ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED. I:`'' . ~ INVERT OUT=5i
J ~ I 1 / ~ / I ~i ; / / ~ / 4y; _ / I .
~ N ~ 1 ~ / ~ ~ + ~ / ~ ~ / I C
i / / l I ~ / / ? ~ FFE=59.5 ~ ~ ~ ~
_ ~ / ~ FPE- 588.0 ~ I I ~ ~ ya,-~. ° ' r. k00 I EXISTING STREAMS TO REMAIN UND TURBED. CONTRACTOR ti:~'~; t''~' S ~
/ i / ) , f ' I ~ / / ~ / / , a3.3 IS RESPONSIBLE FOR PROTECTING REAMS THROUGHOUT THE ,,,dry,
~ , - / / / ,ku~r ,6 -6 LIFE OF PROJECT. STREAM DISTUR ANCE WITHOUT
\ _ _ FF s~.5 / / / , 1 ,~fR i I _ / -5 .5 / / .,~;;,r„~. / X00 `I,,, 4 R` ~ I APPROPRIAT P E ERMITS IS A VIOLAT N OF FEDERAL LAW. LEGEND
o I / / ca- i i / FPE- 590.0 / / , _ _ ~ 593.0 a~ / ~ a ~ I
i ~ ~ i ~ / FPE= 59 .0 / / ,~~•~,T~' ' ~ ~ ' . ~ ~ PROPERTY LINE `-~v ' ~ -
/ - ~ ~ ~ =593.0 ~ ` ~ y
~ / ~ FPE- 593.0 / / ~ , : ~ EXISTING CONTOURS
/ -815.5 / , , f,~
i ~ w' i / / r / ~ PROPOSED CONTOUR
/ EXISTING T - - - SORM DRAIN ~ _ _ _ ~
4
/ ~ / w ~ ~ / ~ ~ ~ _ ~ ~A PROPOSED STORM DRAIN
v ~ / ~ ~Y,,.: 0 I ~ W~ g+00 WITH RIP RAP APRON , 4.81
/ / v ~ ~ ~g. ~ ~ Q - .b 1 2~ x a ~ XS `Z% ~ EXISTING STREAM WETLANDS ' pair'` ;~;,,s~; ~;:~`f'r'~,f.~,.`
~ q e ~ ~ V ~ / 1~ •
\ ~ y{~. a+,a'' ~ y{ ~i \ } ' PROPOSED FINI \ ` SH FFE=593.0
~ FLOOR ELEVATION ~ \ ;f;
\ FFE 1C\5.0 4 N~y, ~ x , ~ _ _ - - \ \
~ ~ ~ / 1 ( \ ~ PROPOSED FLOOD ~ FPE=593.0
1 I ~ ~ w'~'b~n~ rr~~ i_ is v, v '11v~.._{ i PROTECTION ELEVATION \
~ V ~ \ a yrv*~1~~ i k _,F~ ~ 1 1!; ~ C ~ t ~ ~ a / A t~ t u
\ ` '
615.0 ~ ~ ni:. , \ , 1 'x \ Y.~ :tilt
~ l'• ~ ~ i A \ \ I ~ ~ S. a iii '.:~~a ~i ` 9A~., - i `s'^ \ \ \
~ 1 ~ ~ ~ .M,~s 'r \ \ , k^ qty. ~,a~~7 7~:' :J ;d~ a ~ / ~ \ ' V ~ \ NOTE:
.:N. r ~ . ~ ~ \ ; ~ ~ ~ ' EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE DELINEATED BY
1 ECOSCIENCE CORPORATION. PROPOSED IMPACTS TO STREAMS AND WETLANDS
~ ~ ,~~a~, ~ Y. ~ ~ \ ~t.~ n ~ a~ ~ < < ~ ~ v ~ i ~ ~ ~ ~ ,,,~z CONTRACTOR IS ESPONSIBLE ~R ~RQTECTING WETLAN ~ ~ ~ r~s 1 ,.~.r,,,. ARE SUBJECT TO REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE DIVISION
° ~ r<t THROUGHOUk ONSTRUCTIO -OF THIS PROJ CT. T A 1 ~ . E_ WE L N ~ ~ ~ OF WATER QUALITY PERMITS. DEVELOPER IS RESPONSIBLE FOR TAININ OB G
~ ~ ~ ~<:;"~.~`u ~ _ < ~_,x DISTURBANCE WITHOU~T~ OE APPROVAL IS A r ~:.i T , , , F , , . CATION 0 ~ v ~ ~ , ra ,t. ~ I APPROPRIATE PERMITS AND ADHERING TO PERMIT CONDITIONS. ~
v y^;,-, , ~ ~ r FEDEf~AL LAW. ~ , ~ F -615.5 ~ \ ~ a ~ ~ ~~fK
1 R5^ l 1, ~ ~ ~ 7~'R'Y \ ar,~ \ '`tis::; '`~$t \RIM=586.14
v - ~ ~ ~ ~~ti ~ ~ v 615.0 \ 1 , ~ ~ ~ "~+f; YNVERT IN=580.58 ~ \
~ ~ t \ ~ / \ \ r-; cn ~ _ ~ 615.5 1 \ , a. / ~ ~ " INVERT OUT=580.40 \ ~'r'', ~ ~~',1,;
~ v \ v FFE 15.0 \ + ~ E;~ ~r \ ~ / ~ \ 1 ~..ry ~ ~'n, 1 `''/t+ '
~F-.~ 'fit ~Hr~± , s' z. a ~ / ~ A V ~ \ o A ~ ~ A ~ ~~~~'t ~ ~ \ ~ 1 v au Kc a~-rau _
1 ~ This drawing anu~or the design shown are the
\ ~ I 1 , ~ ~ ~ ti r~Ur~ ~ ,,,r , ~ / / v 1 \ A ~f~,~, r.r' . µ;l ~ property of ESP Associates, P. A. The reproduction, ~ ° ~ " alteration, copying or other use of this drawing
~ ` \ ~ ~ \ ~ I without their written consent is rohibited and on ~ P Y
\ ~ ~t ( ~ , / \ 1 lD \ dy 1 \ \ µ X~ ~ \ 1 I ~ ; infringement will be subject to legal action.
0 632 4 4 99 1 ~ ~ ~ ESP Associates, P.A.
~ .x i ~ I ~ \ I I \ ) ~ \ ~ 1 / 1 ~IOD UfUfi AW~GE ?c '
I \ Mat: o ~ / 1 ~ \ \ \ \ ~ PDE TO BE COCA ED ~(T I I 1
r \ \ N86 \ - EDGE OF EXISTING WETLANDS ~ 1 1
\ I 112 2~9 I ~ \ W 198 ~ /
\ \ 1 I 1 ~ ~ ~ - / m ~ \ ~ ~ 1\ / 1 I I ~ W / I I ,l', I , ~ 2 8 24 01 MULTI-FAMILY REVISION WRS P
i ~ D - 1 ~ ~ r;; ~ ~ ~ ~ ~ GG f..,
\ ~ i ~ / - 1 3 8 01 REVID D P ~ ~ E ER NCDENR COMMENTS EDS~SMG
\ \ \ 85 54' / . 11 W 4750 -
o 2 - I / / / ~ N0. DATE REVISION BY
J / Z ' - - w C- 1 / ~ ~ / SHEET 11TLE F'.'
o / / Y / / „ys .r, ~ OJ30 i ~ ~F~~: I~x
1 ~ STORM DRAINAGE AND GRADING PLAN 1"=40'
a ' / ~ - / ~s- - f A ~`r' ~ 2 15 Ot iII
o - \ ~ ~ \ \ ~1' nk, PROJECT
L \ \ '~~f fit; ~ HARRISON PARK CH K YAM
(0 ~.i ~ > ~ , ~
F..~'P e.~~nrre TF.~' p e ~~r~t
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6 PH: [phone]
t.- FAX: [phone] of t

NOTE: ~~,cE
EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE ROSS RQ. f P~~
DELINEATED BY ECOSCIENCE CORPORATION. PROPOSED IMPACTS TO STREAMS AND WETLANDS ARE SUBJECT TO 0 a
REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE NOTE: ~ Zo
DIVISION OF WATER QUALITY PERMITS. DEVELOPER IS ALL PIPES WILL Z BE CLA S Ili UNLESS OTHERWISE NOTED. 5 s
RESPONSIBLE FOR OBTAINING APPROPRIATE PERMITS AND Q ~ y~
ADHERING TO PERMIT CON I CB 5C D TIONS. C8 50 3 a
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I I / =so s I / I o ~ I I ~'0UF I I 1 .,o. I I ~ \ WAXHA W
I I ~ ! ~ / - 1 i \ I I ~ ~ ~ j; \ NORTH FRONT STREET
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I / / I CB I I / ~ / I ! ~ ( I l CB 49 ~ . , ~ v / I I I
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I 1 62.0 C 70 ~ \ 1 0 ~ / / / \ ~ ~ I F~a I / ! 606.0 I I ~ ~ PROPOSED C NT
1 1 ~ / / I ~ - ~ ~ I I / ~ I ~ I I / I 11 I I 0 OUR ~ t 1 E so2.Q / / I ~ ! a EXISTNG STORM DRAIN -
I / ~ ! 0 1 , ~ ! ! ~ ~4
~I \ \ Y \ - _ I I / / FFE=68.0 / / / ~ I ~ / / PROPOSED STORM DRAIN
N _ I / / ! I I / 1 FFE=605.0 ~ / / y WITH RIP RAP APRON
.o / ~ ~ \ + \ ~ v ~ v ~ m~ ~ ~ ~ v / / I /
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\ ~ i \ / ~ / / / r PROPOSED FINISH _
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w I I ~ ~ h ~ ~ 1 ~ / ~ I N0. DATE REVISION gY /
o ! ~ ~ \ / I I r \ ' ( I SHEET TITLE
Y \ ~ 1 L ~ \ \ ~ ro I I 1 \ \ 1 I CNL N.C. OhF~'iUL I ~ ~ OJ30
d ~ ~ i J ~ ~ ~ I
_ I 1 m ~ \ / =628 / 1 0° ' 1 I I STORM DRAINAGE AND GRADING PLAN 1"=40' I o \ _ I / o I I I F -595.
~ _ I ~ ~ F 0636.0 / ~ ~ - / 0 + + 2 15 01 J I I I PROJECT Y
- ~ o ~ F E=614. I I I I I / I I I / JAM
\ \ ~ o / I o / o i- ~ ~ ~ ~ I I I ,,r HARRISON PARK H K Y / 44 9 / ! I
~ T.1lYT i rv~ n _ i -L r ~ r 1 r I I A I ? turn ~mnv ruuur G
P.A. . ~ ~ „r-~ i I I 1 1 'I 1 1 1. 1 1 it I I i~ 1 i ~ j ~ ~ w mun uwu~ TOWN
engineeringesurveyLngeplannin OF WAXHAW NC CLIENT D WN N
9 This drawing and/or the design shown are the OJ30UT3,DWG
o _ 10915 Southern Loop Bovlevani _ Pineville, NC 29134 [phone] CL property of ESP Associates, P.A. The reproduction
CROSSMANN alteration, copying or other use of this drawing COMMUNITIES , INC. without their written consent is prohibited and any 4339 STUART ANDREW BLVD., SUITE 201
w infringement will be subject to legal action. CHARLOTTE NC 28217
w i ESP Associates, P.A. PH: [phone]
FAX: [phone] - or _ sHr

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RIM=565 0 ~ 4 r.:' ~ J. ; ~ INVE IN=558.00 ~ / ~ ~ . ~ ~ ~ fP r ~ r k \
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~ INVERT IN 553.31 / ~ ~ ~lu1H ~
~ N RT O \ Q I VE OU / ~ , ~ ~ ~ I ~ \ ~ 35 R
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\ mob. / ~ ~ ~ O A S Y ~ \ - \
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- ~ o o ~ ~ v v 1 1 ~ SEE WAXHAW PARKWAY PLANS NORTH FRONT STREET
\ ~ s \ / / \ \ ~ F R \ f ; ~ 0 DETAILED CULVERT INFORMATION
/ F \ / g G ~J / oo f I , ND STORM SEWER INFORMAION SCL RR SOU1H FRONT STREET ~ ~ 1
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~ \ ~ = 59.6 G / ~ / / - \ ~ ~ ~ \ E-57.0 1
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9 - .'~5 ~ ~ _ (NOT TO SCALE) ~ \ \ \ 0 2 , ~ 565.26
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\ \ \ N r ! ~ ~ / / / \ ~ ~ _
~ ~ ~ i i i i/ / / / 40
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~v\ E . / / ~ ~ / \ / / 1 ~ / Structure ~ Invert Elev. ~ 1 ~ ~ ~ ` \ a~
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~ \ ~ 'QO \ Ft579.0 I ` 1 l ~ 1 1 ~ ~ : CB 29 CB 30 62' 18" 570.92 570.00 0.0149 74
~ ~ \ \ ~ ~ \ _ _ E .0 \ \ 1 1 1 1 1 1
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~ ~ o B 34 ~ ~ ~ ~ ~ E 568.0 \ 3~1 \ 1 \ ~k i 1 IN - VERT IN- 566.75
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\ ~ ~ ~ I \ 1 x CB 52 CB 53 36 15" 572.40 571.60 0.0189 581.17
\ \ \ ~ C I PA KWA ` i C 11B I 'A KWA v A KW~ C 11 B \ . .I'_, CB 53 CB 10 95 15 571.40 569.60 0.0426 581.41
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\ ~ I / ~ C 0 I I 1 ( I \ \ I \ r NOTE:
~ \ I 1 l I ! \ ~ B ,z 1 1 1 I 1 I I ~ \ I i \ I J'a ~ ~ \ 1 I \ 1 ALL PIPES WILL BE CLASS III UNLESS OTHERWISE NOTED.
B 26 ~ 1 CB 9 I 1 I ~1 ~ ~ I / I \ I 1 I \1 I \
1 I ~ \ ~ ~ / r ( ~ ~ LEGEND \ ~ 1 y ~ ~
~ 1 ~ ~ ~ \ I ~ F E_ ~ \ ~ ~ ~ \ \ 2 +00
L..,.•.... FFE=549.0 _ \ ~ ~ ~ 1 2 ~ ~ 77.54 PROPERTY LINE
/ \ ) \ ~ / ~ FF 57.0 1 1 1 \ \ IX ~ 5 L ~
EXISTINd 4r 1 \ \ 1 Y 1 EXISTING CONTOURS \ \ 1 ~ . ,I .
STRUCTU ~ \ \ \ ~ ~ / _ 1 1 ~ - 9.0 / 1 1 \ I 1 v v v \ v I 1. 1
~ I \ \ \ -5~,0 / / \ ~x \ X TO BE al ~ 1 / 1 ~ I PROPOSED CONTOUR x \ V 01 \ 1 ~ \ i = 0 1 1 I
REMOVE \ ` ~ l ~ \ 1 I ~ o ~ \ ~ ~ ,N 1 EXISTING STORM DRAIN - - -
~ ~ 1 1 ~ 1;1 ~ / \ / I
~ ~ / 1 ~ 1 ~ FE=585. 1 ~ PROPOSED STORM GRAIN I FPE=580. \ ~ WITH RIP RAP
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I f B 53 I I
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\ \ ,I _ I \ \ \ I I NOTE:
\ ~ / - I / / 1 \ I I I + EXISTING STREAM/WETLANDS SHOWN ON THESE PLANS WERE DELINEATED ~ ~ fFE= 8s.o I I ~ x 577.6 BY ECOSCI N
I ~ ~ / ~ FPE= o.o I I \ ~ . E E CE CORPORA110N. PROPOSED IMPACTS TO STREAMS AND / o ~ 1 I I I WETLANDS ARE SUBJECT TO REQUIREMENTS OF APPROPRIATE ACOE AND
/ I / ~ \ .I o ~ / 1 I I NC STATE DIVISION OF WATER QUALITY PERMITS. DEVELOPER IS
/ I ~ \ ~ \ , ~ / \ ~ \ \ I \ \ / R I I \ ESPONSIBLE FOR OBTAINING APPROPRIATE PERMITS AND ADHERING TO
~ - / \ ~ 98..8 \ / ~ ~ \ 1 ~ ~ \ ~ \ / ~ ~ PERMIT CONDITI N 0 S. I II \
+o \ I ~ 2 \ - / \ CB 2 I / ~ I I \ ;
/ \ + \ \ \ ~ \ / \ I / ~ ~ I ~ / F =5 00 I I I / ~
FFE=603.0 \ \ \ \ ~ / P =5 .0 I / / / / , EX. SAN. SWR
- \ / \ \ \ + / FFE=5 .7 1.7 I ; / i i / i
i ~ II / I I , r 5 DV PR \ ~ E ELO E TO I I 51 ~ i
\ \ ,C ~ ~ =53.7 REQUEST RELOG I _ / 1 I f / 5+0
~ / ~ 5 .7 OF EXISTING 1 \ ~ I ~ ~ ~ / xs 2 ` 5 2
1 I I ' POWER POLES ~ \ 1 \ FFE= 7.I7 \ \ / / / / ~ F 5 .0 V: \ I FP =5 .0 10
~ \ / / .v f i I ~
i 1 `I xo0 ? I I \ \ I 1 1 I / o o f I 1 / ~ ~ RIM=575.85 ~ RC
ti~ 1 \ FFE 597.7 ~ o ~ I \ \ \ 111 f ~ ( ~ ~ 1QI pC f I ~ INVENT IN=570.3 This drawin and or the desi n shown are the
o ' 1 I V cu O FFE 598.9 ~ ~ 9 ~ ~ FFE 92 INV~tT OUT=570 property of ESP Associates, t`. A. The reproduction,
\ I ~ ~ i o0 0 1 I 02.9 \ l J I 1 I t+ 0 1 ~k0 ~ PE 8 . 1 alteration, copying or other use of this drawing
1 ~ I ~ r~ / I I I I Q I I \ >?11 I I / 1 \ witho \ ut their written consent is prohibited Ond any ~ I I G infrin ement will be sub'e
1 ~ =doa.9 I I I / 1 I ~ i ~ I ! 1 / I \ g ~ ct to legal action. - 6 4949 ~ I~
C I ~ I I m I I ~ 1 0l ~ I I 1 ~ ESP Associates, P.A. I ~ \ ~ I 1 ~ ~nua unm auw~
I / I/ I I I /1 FFE=6 .6 1 I 1 ~ ~
/ I I I / o ) / , o l ~ 1 T' ~ t 1 I I ~ l I I I
~ ~ x ~ I / / / ~ 1 ~ / / 1 1 / ` I \ 3 8 24 01 MULTI-FAMILY R VI I / I I ~ / / E S ON WRS/PGG
ti -sos.~ / / ~ ~ l~ 1 1 1 / I / oo ~ ~ / I 1 1// l 1 1 / ~ ~ . ,
m V i ( ~ I l 3 ~ I I I / / / 1 1 ~ I I / / i / n i / ( / / ~ ? I . 1 "4~ 2 3 30 1 R VI T N / /0 E SED PER OWN OF WAXHAW JAM/GPP/PGG / \ ~ ~ CONDITIONAL APPROVAL
I ~ / ~ Q l / / / ~l I ~ I
~ \ FE 610.5 / ~ / o ~ / ~ / / / F =,59$0 ~ 1 I I ~ 1 3/8/01 REVISED PER NCDENR COMMENTS EDS/SMG ~ 1 I I I x
m / 11 ~ / \ 1 \ .,;a= =592.0 / \ ~ I I N0. DATE REVISION BY
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z 1 I 1 / i / /FFE 594. o ~ / \ / I 1~ z+ SHEET TITLE J
~ 1 / / =5 5.2 Y I ~ - / / I \ _ OJ30 1
0 1 =813.6 I / ~ \ ~ / / / a / 1 f / ~ l / ! ~ \ \ \ STORM DRAINAGE AND GRADING PLAN 1 °=ao'
, I I x0 r - ~ ~ ~ FFE-598. / / o I ~ / ~ r I l l I `a,~- 2 15 Ot
_ I I I 1 ~ \ \ \ ;t: PROJECT j ~ V \ JAM
~ \ HARRISON PARK cK Y 1 \
z ~ ~ \ x602.0 v I I I / ~ 1 / 1 ~ \
o ESP ASSOCIATES. P.A. FFE=615.8 I ~ I \ . _ , ,,i \ . \ /C \ T(~I\/AI l~l~ 111A\/Il Alll \I!\
/ \ \ \ \ \ 10 \ \ \ \ \ CLIENT IVYYIV Vr YYHACiHYY IN N
o en ineerin •surve in . lannin I ~I I E s0o 9 9 1! 9p 9 \ \ -Wk OJ30U T4. DWG
~ 10915 Southern Loop Boulevard v = Pineville, M 28134 [phone]
1 08.0 o - CROSSMANN COMMUNITIES INC. \ \ .
I FFE-985\ "FF 54 5 \ @ 84. 4339 STUART ANDREW BLVD. SUITE 201
I \ \ 1 \ CHARLOTTE, NC 28217 \ \ PH: 704 527-2550
609.5 i \ \ \ \ \ \ • FAX: [phone] ? of 1B sHr
i

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I \ \ \ ~ \ 1 ~ M ~ X11 A CB 20A 14 24 576.04 574.50 0.01 ~ 04 579.00
I \ \ 5 , \ \ \ I I \ 11
~ \ 1 ~ . I I FFE=581.0 \ ~ ~ 8 ~ " 20A CB 20 4 4 574.30 572.05 0.0157 578.75 - ~
~ ~ I 23 , o 0 1 ~ CB 20 CB 21 45' 24" 571.85 571.49 0.0079
I I 1 i 1 1 576.37
FFE=577. \ FF \ 1 / ~ ~ of ~ ~ I I \ a o CB 21 CB 22 " 4 571.29 570,97 0.0157 575.74
I ~ ~ , I ~ ' ''ti 35 I ~ \ REAR BUFFER \ \ ~h.
\ ~ x h MEASURE 1 ( D FROM TOP OF B CB 22 CB 23 1 "
~ \ ~ ~ \ \ ~ ~ ~ )P OF B K 6 24 570.77 566.00 0.0290 575.72
I 1 \ ~ \ \ ~ CB 23 CB 24 34' 30" 565.80 5fi5.20 0.0175 570.7 5
\ I ~ ` ~ J RIM=55 21 \ \ CB 24 FES25 111' 556.00 555.00 0.0090
\ 1 =7. i \ \ \ ~ I _ c~ INVERT IN 55.31 570.75
\ ~ F 0 00 IN \ \ \ ~ 1 VERT OU , NOTE:
l \ 1 ~ 1 0o I ,a ~ ~ / i ~ s ALL PIPE S WILL BE CLASS III UNLESS OTHERWISE NOTED. ~
\ I _ ~ ~ \ ~ \ I - - - ~ 1 ~ . ~ ~ ~
~ oh ~ 1 ~ ~ ~
1 1 I 1 s I ~ ~ \ 1 ~ ~ / k LEGEN ~ / D
\ V I ) ~ . h.: ~ ~ rO~ IM=562.9 ~ ~ / / ~ \ ~ ~ 6- ~ ~ INVERT IN=556.
\ I F k ~ ~ hO x / ~ INVER PROPERTY LINE
~ ~o ~ 1 ~ ~ I I ~=5as.o ~ 2 J I ~ ~ ~4 ~ 5 4. ^ ~i
I 1 ~ 1 w +1, 1 / ! ~ ~ ~ ~ I 1 I I _ ~ ` • ~ H I ~ ~ / » r`4 ~ ~ EXISTING CONTOURS RIM=5B.3 ~ ~
I ~ CL INVER 554.53 ~j / ~ , ~
FF =585.0 I B `2 ~ ~s ,r,,~ I \ I I ~ ~ PROPOSED CONTOUR
~ ~ , . , I I I I I X ^ ~ ~ ~ / ~ .~M ~ EXIS ',tip, , ~ ,a~ ~ 11NG STORM DRAIN - -
I o O ~ I v ~ k~ , I I E~ / ' .~r .
I ~s k o ~ / ~ _ _ \ ^ - ~ \ \ ~S 5~~ ~ 4~,j,' ° , ~ ~ ~ PROPOSED STORM DRA ~ , ~P ~ ; ~ IN
1 v ~ ~ ~ \ 1 I I I ~ 7. 1 I I 583.0 I ~ \ _ oy ~ • ~ WITH RIP RAP APRON \ 5 ~ 9~ ~r~
\ \ \ \ I \ - \ ~ 1 I \ 0• / \ ~ 5 c , EXISTING STREAM/WETLANDS , ~
1 \ I \ 1 ~ ~ i ~ ~~J ~ E 5
1 1 + ~ ~ \ I ~ ~ ~ o p / ~I'o ~
1 ~ \ ~ ~ 1 \ ~ \ \ 1 >r ~1~1= 59.6 c } - / ~ PROPOSED FINISH 6 • _ ~o~ x''~ ~ - FLOOR ELEVATION FFE-593.0 ` f0 RT IN-5 ~
\ 1 I 1 1 ~ 1 v ~ ~ / ~ ~1 •r ; , IN TOUT=555. ~ .7 ~ j
1 1 1 \ I ~ ~ 1 FF~=585.5 J 1 \ I I ~ 0 \ \ ~ X / i ~ ~ - PROPOSED FLOOD 0 ~ 1 ~ / ~ ~ ~ PROTECTION ELEVATION FPE 593.0
1 1 1 I ~ 1 \ v ° ~ \ '585.0 ~ \ 1 \ i ~ \ i ~.i ~
~ ~ ~ - ~ /
`5 ~ 1 I \ ~ ~ \ \ - 1.3 ~ \ \ \ 1 1 ~ I + ~ / ~ ~ \ 1 ( ~ \ \ 11 1 / \ \ \
~l ~ ~ \ ~ 1 1 i ` ~ \ \ a / ~ NOTE: \ / / ~
1 I 1 ~ ~ \ 1 ~ ~ o ~ F \ I \ • / ~ ~ EXISTING STREAM WETI AN / / ~ ~ / DS SHOWN ON THESE PLANS WERE ~ DELINEAT ' / / ~ ~ ED BY ECOSCIENCE CORPORATION. PROPOSED
- ~ 1 ~ I I \ \ I ,;;_8. I ' - - / / / ~ IMPACTS TO STREAMS AND / ~ O
- ~ ~ / ~ WETLANDS ARE SUBJECT T ~ / / REQUIREMENTS OF APPROPRIATE ACOE AND NC STATE ~ 1 _ r
1 ~ / , \ I ~ , o \ \ FF = 5.5 ~ II \ - - - - ~ / DIVISION OF WATER QUALITY PERMITS. / DEVELOPER IS
/ - \ x ~ / RESPONSIBLE FOR OBTAINING APPROPRIATE PER IT I ~ M S AND
\ I ~ \ \ / ~ ADHERING TO PERMIT CONDITIONS. I \ I I ( /
! / / \ 1 / \ \ ~ \ ~ ~ - \ - 1 /
I / ~ ( / ~ \ \ - I ~ \ ~ I I / FFE>b8T / / ~ \ \ \ \ ~ ~ \ ~ - / \ I l
I / ~ ~ 1 5~• \ ~ ~ \ \ ~ ~ / / \ ~ FE~577,0/ ~ /
/ I ~ \ \ \ ~ I _ ~ I
- I I ~ \ ~ 1 I
o ~ I ~ 1 ~ \ \ ~ \ \ ~ ~ _ ~ I I I l 1
1 1 ~ ~ ~ ! FFE= ~ ~ \ ~ ~ ~ 1 ~ GVI. KG AIE ~ IUU DIC
- \ ~ ~ ~ ~ ~ \ \ \ ~ This drowing and/or the design shown are the ~ ~ ~ ~ ro ert of ESP Associ
v / ~ \ ~ 1 1 l V / ~ < < r \ \ \ \ o P P Y ates, P.A. The reproduction, ~ \ ~ ~ \ \ o alteration, co in or other us
~ ~ ~ ~ ~ ~ \ \ \ \ o PY 9 e of this drawing ~ \ \ ~ p \ without their written consent is prohibited and any
1 ~ \ ~ / / \ ~ \ ~ o~ ~ \ ~ x ~ ~ ~ ~ ~ ` ~ ~ infringement will be subject to legal action.
~ \ 1 ~ \ ~ o ~ \ ~ ~ 1 I ~ ~ ~ ~ 6 4 94 9 ~ ~ ~ - - ESP As ' ~ sociates, P.A. ~ ` ~ _ _ \ ~ rwo unm ouu~
\ ~ 1 I / L \ 1 III ~ I ~ ~ ~ ~ ~
v , ~ ~ 1 ~ v ~ - - - i
~ 1 1 i / m \ I I ~ 3 / II \ \ - \ \ \ \ \ \ ~ ~ \ 3 8 24 O1 THORN
~ 1 _ - ~ _ \ / / - ~ .5+(TO \ / / CREST DRIVE RE-ALIGNMENT WRS/PGG \
~ - ~ / ~ I ~ FFE=585.0 \ ~ \ ~r \ \ 2 3 \ ~ , ~ \ / /30/01 REVISED PER TOWN OF WAXHAW JAM/GPP/PGG
/ \ ~ III m \ I / \ / CONDITIONAL APPROVAL
~ I II I o i \ I ~ ~ I / / 1 3/8/01 REVISED PER NCDENR COMMENTS EDS SMG _ _ ~ /
z ~ ~ ~ ~ ~E \ ' 1 \ ~ . I N0. DATE
o II l ~ \ / ~ f REVISION BY \ ~ \ I l I I
/ ~ / \ JI ~ \ 1 ` I ` I I I SHEET TITLE I I J N
- 1 1 I / ~ I I OJ30 \ ~ I
\ I 1.~..~.. ~ \ N _ \ I i ....1 ~ \ / ~ I I L ~ _ I STORM DRAINAGE AND GRADING PLAN 1 °=ao'
- \ 1 III i ~ ~ \ 1 1~
II i \ \ _ _ \ \ _ 2 15 O1 / f ~ \ PROJECT \ /'.I \
\ ) / rr~~oo~. F. l a5 .o nAtcnla UlV rA NA CHECKED Y"
\ \ CD engineeringosurveying.planning 1 1 \ \ 1 1 PGQ
\ 1 I \ a 111 U u _ 10915 Southern Loop Boulevard TOWN OF WAXHAW NC
Pineville, NC 28134 [phone] / CLIENT AW1N N
C) - CL OJ30UT5.DWG
W I \I~ I CROSSMANN COMM UNITIES INC.
4339 STUART ANDREW BLVD., SUITE 201
66 I CHARLOTTE, NC 28217
PH: [phone]
FAX: [phone] -~-sir
I
I

Wlma z
Oh ~ / P +8{ •144 ISO TAx "r" OMRFfE MAIN AM 111 PIIEN r
R r CAWS"' S n 1 Y6Nn 1AX PARCR a6-1N 17.~F h N- 1! N-1N p SNYc < u f
CCff % e r ( / 0.M g So y~
rc S d 5 4S'•
A ~!iv ~ d> ~ I W
k"87 119 118 w as dz 3 FIND 4 W i
'15.82 ss I / 117 o.u Hu Iran ? . z a REBA9
0 3 $ FIND # 4 q
`I 15.704 SF \ ,AX PWCp p 141-113 O U 100 YR. FLOOD LINE y THE OAKS A PROVDENCE a ST B+~F5,81 < PHASE III REBAR Q~+ . W t(~TZ~a WA10/Aw PARIMY
(NOT FEMA) `r l a 116 ) I o PC F-507
14.212 SF THE OAKS ON PROVIDENCE \ 100 YR. FLOOD UNE EUTAW
"0 \ 3 ~j/ %f{3~Pf3 PHASE III \ 'NOT FEMA ff z ALFRED J. SIMONETTI$ DRIVE
REAR BUFFER e, PC F-507 16 $ ~l ) I 4 s" r s . Ab 115 (MEASURED FROM, ~'o \ A / 0 Y l Y F BAR 4 TAM PARCEL 06-141-45 PROJECT
74' \ q~ 35' REAR BUFFER 6 e 17.577 Sf TOP OF CREEK 1 0 PER ZONING / 4 9 n n
6' JO. 1' `JO. / ti~ ) f, 120 b 0
%7045' / / \ ~h ,3s \'ps? xm wti s ' 9w, / 114 \ ,(1 ~pp~. WAXHA W
4 I I / NORTH FRONT STREET
12~ I 9.12 122 ( l rj. 9.122 4 \ ~Y~ pqr 0 T' ! / ~~~~I" FMD # 4 h
19,000 5FI ,0,005 5\ / pyhs p 1 \ 'l • ' /y, 4 8A' f \ m o MARY 0nws 0104 GPtlwr aDELL oAns PR YARO N l 1 pwl~ x131 ! • • ! m
TAX PARCCEEL i 6 12826a-48 m 3~ 1RD (tYP) 'ti Y n,6M \ r~ $ ALIGNMENT OF POSSIBLE 60' R/W FOR sa RR SOUTH FRONT STREET \ THOROUGHFARE TAKEN FROM FINAL PLAT
3i\ YP 124 10.1x'123 SF \ 7 2~POE 67 , 132 / 12056 SF 102 t9+ AB 106 oY OF 'THE OAKS ON PROVIDENCE, PHASE BI' np /4
106 z BY FISHER-SHERER INC., DATED 11/9/98. REBAR
o 10.018 SF r ! 9,937 SF . $T h ° y 0• FIND cow MON VICINITY MAP 6 a DB 51A pAS~ATES 41(71E LINE)
n 3~e sF 7i \ °ala~ W 104 1 ~Or xr! / / / \.410 Sf y. (7Q. ~2•W
rJ,~~'4s AX PARCEL P 06-141-45 S 81,4'44• n (NOT TO SCALE) F K o>o n (TIE U NE
£ ~o'e \ 101 mi LOT 3 io= C No ~o FND 04 S 8414'44' 57' FND CONC.
u _ ? \ a.oe~ sF ! 105 g vi, 13,578 LINE WON. E 224.37' REBAR 77E J 8414.44• E I Z LOT 2
126 }e 317 131 1 , \ \ / / g / / 9,256 sF 8/74N E 22487 F OI 11.119 SF 7 p 9,814 SF 4/@ \ V , .~1. 4' 10 Il A ,A b1 N &'20'09 W W2 E 1. 299.98' /i 09 r- S 1 3 Sao £S£ o
rc~ / . i i11
PG T H S 8{74'4-..~._E 285,87• LOT I L~_ n OB 412 41
al?~/ 77• 1 130 V 132 \ \722 s 107\ / / 67 P.C. F FILE 371 V s.4o ~~••r~ _ - - _ \ / 4,44 _ _ I I
Z QI 164/ 9,+65 s 6 17.550 i \ r \\0,35, 0/ / l \ 10 7 / d/
8 17 40 u 128 9'~AS y e50~ n ' p w a4TMy0 ,o.6ea SF 0.o \`K-4 05~ 99 /Jy
/ /10.160 Sf - 11EtC HOUSE N 911 1185 jh 109 g \,7x s l WAXHAW A o L10J RM.
(typ. 515160 5 9.188 sF, p YFg K yo 98~ S - P pR 4Py }°j \ X133. - j 6d/ I 9.+69 s go l A q15~ Sq , Be 513 PG 3506 AIES PROPOSED ' R/w ~o o OEDICATEbPy!('1CP.C. D FILE 984 221 g2 TAX PARCEL 1 06-141- DEVELOPER 0 COORDINATE DEDICATION
30' EP7g 1'to 30 I b t Y y7\ ~tyP / 51 u OF 60' R/W NCDOT FROM EXISTING r! I TAX PARCEL 6-141-48 END OF 60' UBUC R/W.
WAXHAW A 313.-PC 3{76 m
6 . 510 w 133 0.568 s` ~F, y WAXMAN S 111 14.155 SF ° \ y SSOaAIES X ALFRED J. SIMD7E7-D LOT 4 WI A
RAIOY lFE HEtYS z ,~A~ 29 5 5A 9 /~~'V ( LOT 5
1 P ~j! Posv~cAPO ACAVA~ os a o Ax vARCE o5~a-07, ( 134 a a 30' MB (1~ 142 • we $ / o P/ 1 ST V '
\ ST V x577.54 LOT 6
J 9.016 SF n 417 138 61 41 ' 9.265 SIF yP~ / \ 9,561 Sf 139 1Q0 9 2 SF Q~' 1
I 28 / _ 9.007 SF~ 19.007 SF ; A / O 50 /Y FNB R REBAR
13, I 26.157 SIF N 8414'44' W 208.30. FND /4
ELIZABETH R. HOME ET AL 9,110 'o YP 6% `'ll REBAR N 8414'+4• W 208.20'
TAX PARCEL 05-138-069 \ ~yELGPER TD REQUEST Q ~I P 1393 30 PEPR +''P \ / l STA. 2 50 ST V 24+00 .60
CAROL 6. CARPENTER RELOCATION OF EXIST. BUILDINGS _ ~4 ~ ~ V. TAX PARCEL 05-138-069 < ~ ~i 56 ~D 49 I FND 04 N 8414'44' W 353.44'
I REBAR
ZD I , 4 ~0 , 0 r° ~ l1 ' 96 \ , ~ 1 22s3e sF , 25+00 CONDITIONS APPRO BY TOWN BOARD: (NOTE: CONDITIONS WHICH DO NOT PERTAIN TO THIS PLAN HAVE BEEN OMITTED) t. ALL CUL-DE-SA S SHALL HAVE A 67' PAVEMENT DIAMETER.
25+00 72 ELIZABE774 R HOW E, 2. ALL TREES SHALL HAVE A 2' MINIMUM CALIPER. STREET TREES WILL BE PLANTED ON BOTH SIDES OF ALL ~v, LESTER H. HOWE
136 \~+P REPR APR 91 1 11,333 s y 577.72 AND STREETS AT A M M OF FIFTY (50) FEET ON CENTER.
26,9e5 Sf 6 9,571 SF 1 cua I ~P~o F? 3 9:~94sF ' . 48 a H. HOWAE 3. EACH RESIDENTI UNIT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENTAL TREE JAMES
WSACOLA PARK 403 CAPCRpESH I eQ' ~M1I? ~i~ 92 B,O93Y / n r 10,4e7 Si £STAI FILE H. - PC 189 SHALL BE AT LEAS 1-1/2" CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT. TAX PARCEL 06-141-004 4. A 35' MINWUM R SHAH BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE
119 6-115 OB 6 PO 14 $ ^ , Q4' / / 8.051 SF / 70 7AM PARCEL 05_138 07231 ° /69 91 (1~') 70 . CREEK THIS MALL BEGIN AT THE TOP OF THE CREEK BANK.
~N}}•~ 9,4JD SF f/IA ~ IAA' u1P J. ~y V 5. THERE SHALL A 30' BUFFER ALONG BOTH SIDES OF THE WAXHAW PARKWAY. y y+t il r 8. A TREE SURVEY LL BE REQUIRED, AND ALL 16' CALPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A 1
70' R/W TO BE DEDICATED q~ 90 / • .ti` 11656 SF j 1:1 RATIO FOR THE ITARY EWER EASEMENT AND FOR DISTURBED AREAS WITHIN THE BUFFER f~4 R41S? t L/
TO NCDOT 9.757 SF 7. ALL UTILITIES >M THE SIUBQIV1910N SHALL BE UNDfRGROiArD. 4_ 8W A _~1CATE THE PROIK WAI!`lAW PARKWAY iO NE00T AS PART OF
E ON R - - - 1F THE ROAD WLL FOLLOW NCDOT STANDARDS. AND MAY CHANGE FROM THE XLWGWff SHOWN
@' ,8800 s 6~ 1 es S (1W') ` 9.471 SF1 PLAN. ~s78#}pppp SMALL TH18 CID ` 9. HOUSES AVETMA MINIMUM ORE-CAR GARAGE. DRWAYS SHAD BE OONCREIE FROM THE STREET TO THE 3~15r0/
CURVE TABLE f MB 82 7m 3 1~51e2 GARAGE AND GARAGES SHALL BE WIDE ENOUGH AT THEIR WIDEST POINT TO BE ABLE TO ACCOMMODATE TWO
CURVE RADIUS LENGTH ANGEN CNORD BEARING DELTA 6~1N[ a. NIYFORp 100 YR. FLOOD LINE CARS SIDE BY 9 DRIVEWAYS FOR TWO-CAR GARAGES CAN 'NECK DOW N* TOWARDS THE STREET.
C1 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12" BERRY waspD 32 88 P 5 80 °'8° 3 0404/ 52 ° \ C2 400.00 145.03 73.32 144.23 N 63'04'16' E 20'46'25" °6376' \ (NOT FEMA) 10. HOUSES BUILT A SLAB FOUNDATION SHALL HAVE A FOllft COURSE BRICK MASONRY VENEER SKIRT EXTENDING NOTE
PB 8 _ 723 9,e01 4 / 9,136 SF 9A'09 SF 6 45 C3 400.00 471.49 267.45 444.66 S 39'41'24" W 6732'08" ux PARCEL 0S 1~ 073 / 79 1 YARU-•~typ. yo• \ 1318 y 20' POE TIE F/~fi OF EXISTING STREAM /WETLANDS SHOWN ON SF 11. HOUSES SHALL AVE THEIR EXTERIOR WALLS MADE OF WOOD. BRICK, VINYL, STONE, STUCCO, OR SIMILAR MATERIALS,
C4 919.60 254.53 128.08 253.72 N 13'51'05' E 1 '51'30" / . 9501 s 1 3O. REAR e3' MASONITE WALLS SHALL BE PROHIBITED. THESE PLANS WERE DELINEATED BY 0 9aI~ 72. THE PREPONDERANCE OF ALL ROOFS ON THE HOUSES SHALL HAVE A MINIMUM 6/12 ROOF PITCH. ECOSCIENCE CORPORATION. PROPOSED
C5 919.60 48.11 24.06 48.11 N 07'25'16" E 02'59'52" $ m B7 ; / 76 16' YpR~0 1'~~.. 53 / 2 9i 13. THE WALL OF E ARCHITECTURAL FRONT OF A RESIDENTIAL STRUCTURE SHALL NOT RUN UNARTICULATED FORA IMPACTS TO STREAMS AND WETLANDS ARE
CAROL B. CARPEN i 9•,06 SFF / 78 6+ 30. AR 74 ' ! 9.x4 SF 8 44 DISTANCE GREATER THAN TWENTY-FOUR (24) LINEAR FEET.
b5 PC 577 "o;~ 9.579 SF 11,069 SF/ \ \ / Ia3a LINE TABLE r1z Poe ' PG 145 m 75 / 44 14. HOUSES SHALL AVE A MINIMUM HEATED FLOOR AREA OF 1,450 SQUARE FEET. SUBJECT TO REQUIREMENTS OF 15.331 15. OUTBUILDINGS FOR STORAGE PURPOSES SHALL BE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. APPROPRIATE ACOE AND NC STATE
UNE BEARING DISTANCE Aar 07-138-074 33 I s 76 y051 / 73 \ 54 ` ° \ 16. ABOVEGROUND SWIMMING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED WITH DIVISION OF WATER QUALITY PERMITS.
L1 N 84'14'44" W 767.67 9.061 SF 12.040 SF 10.729 SF 4 EXTERIOR FENCING. DEVELOPER IS RESPONSIBLE FOR 17. 100% OF HOUSE LOCATED NORTH OF THE PROPOSED WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY (BRICK) OBTAINING APPROPRIATE PERMITS AND
L2 S 52'451 W 300.00 86 ¢ 77 ~1 \ 1 9,914 SF \ u.263 SF I $N 1 r' ^ ~1 ql TA 43 AS PART OF THE ONT ELEVATION OF THE HOUSE. ADHERING TO PERMIT CONDITIONS.
L3 S 73'2]28" W 300,00 L4 S 05'55'20" W 358.63 B 7e p t5 pDF ° Y 6.9 4 16.914
_il wo ° ~ ~ CDS 4 8. CAAPEN °I'~•--r~,~ - 72 I 55 _ _ _-r ELIZABETH R. HOWE, ROBERT B. HOWIE,
~p8 - PC 5777 1 a 1 u.aso Si I Y~ 9904 SF 42 ~~gg LESTER H. HOME
1AM PARCFI 03-138 075 3< I m~ 9A2O51?- 88' t Q~ N 115,843 SF 42 SSA" 3580 TAX PADB 242 PG RCEL 111 6-141-004 r 15.843 SF THIS SITE IS NOT SUBJECT TO FEMA REGULATIONS OR IDENTIFIED
7 AS A FLOOD HAZARD AREA. HOWEVER, ALL APPLICABLE
< I v / Oaf e9 30 1885 ( 5 ` 6 " } J m I 66 I 719. I 1 NC pMp 7r 1' 9.310 SF n tidy(-; 2 8 APPLICABLE FLOAODD DRAM GE SETOFORIW OF
ix 9,069 SIF ° (119'1 13,069 SF J •n b MD \ THE TOWN OF WAXNAW SHALL BE IN EFFECT FOR ALL LOTS
'I° 67 68' 69 12, SF \ Ar `9.. IN THIS PROJECT. - 368.21• S•(9,• 1•
m ; 80 I 17 9,070 SF 9.527 SF IaaS SF~ 91903 SF ~ /g " l '16627' r_ C~aB C a 9.02051 QI `I PRO N c 1'04 7836bY
E 7Ax P~Aq 6CFl ~G 14115 TIER H fgA3I I K1 ~I I 65 5' 30 R~PR yi 1 57 1 SITE DATA cERTIFlCA BY t wA~auVAL OF PLANNING H PROJIMINARY PLAN BOARD
/40 F THE WAXHAW PLANNING BOARD HEREBY APPROVES CONDIDONALLY '6'250 sE/ TA PARCEL NUMBER PART OF 06-141-004, 80 & 90
0 35'x35' SICHT TRIANGLE 76'076 n F 9132 Sf 97 7Y 4' 66' / 0,996 Sf` ` ;1bIB 3 , 18,2501 o TYP. EACH SIDE 83 13 30' REAR ARD (tYP. 59 THE NARRISON PARK SUBDIVISION. IF APPROVED CONDITIONALLY, THE
(TYP. ALL INIERSECllp1$) _ 9,121 SFI ° I 13,222 SIF ` o / AND 06-141-103A SPEanc CONDIRONS SHALL BE LISTED. o ~ 53+0*
G a 8 nI 64 a 906 s 62 I 61 EX PP / 39 5~~" 581 1.448 SF ? ~V. DE D BOOK AND PAGE DB 1397 PG 888
o D6 405 CARpEN~ 9,357 3 9.139 SF 9,129 SIF 60 BE 9 / P6 PO 577 6 - PC 145 'o>• o n 10.650 SF
Q NOTE: 1H0 8E COMPLEIEDABY OTHEARKWAY 0.M PARG[t 0s-1,8_077 106' n 1 4x gS 4'~ 4 78' 30' MBS ( ) 1 i Z ING RM-1 DAIS CHAIRMAN-WAMHAW PLANNING BOARD
1O AS PARKWAY IS EXTENDED IN THE FUTURE 06 0 1•- 'may TYP. 0
- 72- m' 33 /38 \ MI LOT AREA 9,000 SF. 011 ILE aE-0lu
a 10'x70' SIGHT TRIANGLE 8 1 R 938 s TYP. EACH SIDE 69 c ° NIP 1 e' 6~ 3d ~'"g/5 ` 32 / eo n167 SF t0, 5t'k MI LOT WIDTH 60 a 'p1IG This drawing and/or the design shown are the (A SETBACK) STO P property of ESP Associates, P.A. The reproduction,
(ALONG PARKWAY ONLY) 1 I 115' POE - 6 l 9.~, alteration, copying or other use of this drawing
ACKS without their written consent is prohibited and any tr 100 YR. FLOOD LINE
_ 1'u" PEACE 4~ ° 9,46e sF ~i - _ 30' M85-L / 5 gym/ /31 ` ~PR 1 ,I a AC !55 39 11 ~7' M8S (TYP)O a 2.2ao 5F 1 REpR6M1 I o 'S RA49, y _ MB 30' 00_632_4949 infringement will be subject to legal action. 37 (NOT FEMA) 8W-6
P 46 CPC 25 9,239 SF 9.099 SF 12 /3D 0. PB 6 - pG o I - 9.766 SIF I ' / 34 $1_ g5 36' S ~,e 38,978 SF ~SA•~7 REAR YARD 30' ESP Associates, P.A.
I 22 \ 11.425 ~3D 7Ax PARCEL °5_17e_o7aJ7 $ 2 30' REAR YARD TYP 20 I \ / 60 I / e eo \ 1J 3 SID YARD 10'
o r 9.107 SF I c'~a 83, ,a 366 3F 1D.728B13~ 110.849 / I 1 36 SID YARD 20'
\
N ,'-•l ^ 5 9 819. t 13 ~ ~i ,a2MSF~ 35 1 a 9.575 SF n 35 I I 9S 986 si (C NER) ` 51.635 SF In
N I I 9,375 SIF REAR YARD (TYP.) 11 ~~ty 31.635 5F J FFF d , TO AL AREA 52.06 AC.
aac o 0 3iO \ SV A b681 NU BER OF LOTS 142 1 3/13/01 PER TOWN OF WAXHAW COMMENTS EDS
o"-avim M9.917SF 81 ;F" I a 19 9094ss 10.19SFF PG 745 I TAM PARCEL OS-138_079 , 9,076 SF Oy 1 y 14 / m 9.140 SF V \ AC EAGE IN NEW R/W 11.84 AC.
20' PDE AC EAGE IN LOTS 40.24 AC. NO. DATE REVISION BY
1 9,168 SF n >>H. \1'/ 78 < p v i w J LIN AR FEET IN STREETS 8,143± LF SHEET TITLE IRGECT NO
> /c m < \ TO AL DENSITY 2.7 D.U./AC. ;Va- 0,130
v h 4 w o!- `Y l 4 15,2235 Sr m a 17,087 s rc < a 18 > 0 24 AR A OF SMALLEST LOT 9,000 SF PRELIMINARY SITE PLAN I'r100' JAft z 2 15 Ot
% 30' M T~YP. 7 Of ` 04,x8 SF a 10,322 SF I I9 y S o / ~ ( 12207 sF I o I 15 \ M (TYP, I . ^ Or
R PROJECT
7 yp~ I 6 - n ,3.e69 sF 3e a a ~30' 11 o _ / 50~ /i1o27 SF 11.655 SF~~ \ 'I I 167T 17 W x 27
,n \\a. M \ V I ia,91/ SF 1 t 13767 3 °1 13.771 SF x \27,312 4' °r1 EXISTING STREAM/WETLAND AREA HARRISON PARK JAM wRs
I I
30' REAR YAR (TYP.) is... - 1oJns s J 30* Pw a >
30' REAR YARO TYP \ ESP ASSOCIATES, P.A. 1 FE CE N8636Y GRAPHIC SCALE CLIENT TOWN OF WAXHAW N.C. F
o W N9TS5'ta w Isl.n' s59umY lao,ls' asp i He7vose zooar 30 REAR YARD (TYP.) en9ineerin9esurNeInn9.PZExnnin9 \ DONALD W M1M5 Ne/sl'ae r 1 DJ30SP.DWG _
0 n x Rwr 9 RLJS TC EDw OS suBawslG~ 19arr NeeYx'xa 198 701 236' 30' REAR YARD - 3 o CROSSMANN COMMUNITIES, INC.
00NAL0 w. HELMS u r PARCEL 05-176 PLAT B I PAGE 28 Nsotl+l A4 39 ' 10815 o1!!wrn loop Boulevard n Ur +59 - PG 112 55 Pineville, S 28181 (7o1) 589-1919 B g w AND 1RUDY B. HELMS 197MY H. DALE HENRY FR MFWVOR$R w
DONALD IT HEWS 14 1T IM MRS. N.N. PATE VI IY FRMIXW YGM19 N2ABFM R. HOWE M D19 254 PG 179 AND TRUDY 8. IS 15 09 215 - PG 295 O9 RCE DG 720 wIWAN TAX PMfti 171-077 I PDo M - PC HOVE euzw a. aesa4 n N 4 ~ } 4339 STUART ANDREW BLVD., SUITE 201 HOVE, ~M0N1E ( IN FEET) CHARLOTTE, NC 28217
a` D8 290 rAxaPANCE os I 79 onA a - o aaNN0. s r PARCEL 415-138-028 M kA O-1717 1 6 Mb AND iJ01CE BLYIHE T PARCEL 05-CM- IA 9pggY E STEVENS TA PARCEL OS-t 4~ A 'Wt'S X. 1gRE ~ N. 1 inch = 100 ft. PH: [phone]
w _ OB x11 - DG 247 N.H PAIE. PG EMIE F1L OK - PO 97E - PG 787 OB 282 - 1 P9 e - D0 145 T P93EEL OS-1J9-029 TAX PARCEL 05-1 28A 18 19 TAR PARCEL 06-141-( TA>F Fac eaE - ro tw u PARCEL. 06-141-OW FAX: [phone]F 1,15 SMT L
TAX PARC9L 06-178-074 20 N

ra jam "MAN no 4m Am ( r1w i rl °t N.4• ni 9k1 0Y¦iM MIEN AND 9ML M MIEN 1110% 21
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20,530 SF 15,042 SF1 P ° OL FND 4 3 s
s 15.701 SF / 1Ya EMM1A LL &Wrai-lu n~ O U N
100 YR. FLOOD LINE ~r 61' \ T 8+000, I \ 0 a THE OAKS ON PROVIDENCE 4 0 3
PHASE III (NOT FEMA) l a 116 \ 1 p PC REBAR
F-507 SY 14212 SF THE OAKS ON PROVIDENCE \ 100 YR.T FEMA) WA7MAW PARKWAY -
FLOOD LINE ¦ ~j, x~y~• PHASE III g ~w
t $ ~ n r z ALFRED J. SMONETTI EUTAW
a, \ , P REAR BUFFER PC F-507 ne^y NO~ 74' a W \ 11,537 q ( TOP CREEK) 35' REAR BUFFER ^x„p I o Y DRIVE FND / 4 TAX PARCH 06-141-43 ZE REBAR
PROJECT
s \ 7~ / ~4 PER ZONING / 120 Cb19 119
(r {6 ' 1393 / 114 \ \ tPy~ 135 A° NOi / wry 8 $ 121 99.122 u, S~ y r x / WAXHA W
OI 9.585 110'2072 \ \ r'J F t'. \ 10 PEeAA4~ SF 0) 00o sr 41~
cl't y 4R • .t'~ \ ^y NORTH FRONT STREET
MARY DAVIS and 8ro9wr ODELL DAVIS m YM" DO 310 PC 282 S' --L E PR i Qh \ X131
TAX PARCEL 1 5-1, 48 m 111 17 Ism N o . WJ of ALIGNMENT OF POSSIBLE 60' R/W FOR sa as sourH FRONT STREET
YPRjTY~ 123 ~CP$° \ \ THOROUGHFARE TAKEN FROM FINAL PLAT OF 'THE OAKS ON PROVIDENCE, PHASE III' FND N 71
z 86 30 R 124 10,123 SF 2Q~ POE h \ 103 I " g ~ \ 10,018 SF \ . 1 132 c. / 12058 ff 102 106 106 z BY FISHER-SHERER INC., DATED 11/9/98. REBAa
op, 125 ,°y t- W ! 104 9.937 ff ` ST 19+ 4 WAXNAW AS
11,318 SF 72' M \ 10470 SF aa• 1 F p6." 06 SPS PG~A1E5 "c„E ~1 FTIO CDNC VICINITY MAP ARCEL # 06-141-45 'L 'N W S 7444 71. (NOT TO SCALE)
M p ~M1 e 112 \ / \ 101 107ty2 w C/y, •n c (TIE LINE
`l LOT J o+. ;0
m + a u ? 'e \ \ie.oe3 u~ 105 13,578 s• 126 131 5 / 91736 SF 8414-44- E 220L31- - g .D 04 8414.44• FWD CONC. • E 224.31' REBAR TIE L9iE 7' WON,
11,119 SF ' W S 64 S 444 E 299.98' Z LOT 2
o~ 2r~ (3,61 SF 106\ a 3r \ "~bj 111 ( 1.597 ff Y%7 4 Np A
130 1e 132 N. ~6,7zz ff I 107\ / 8T OB 4 2 PC 4 5 8414'44' E LOT 1
\0,51 / 100 a~ e9 Ia.16s ff ` 11.550 SF P.C. F FILE 374
F w 129 , \ \h \ / 1 14531 3y1 K 140 9,065%F
oI n,11o ff 128 es ° W 24820 \ l 10,460 SF - 02 g2o m688 ff \ , 108 \ CR M1 0' 99 00,
/ I1}19F W "j1 5 701 1?4( ~ \ 109 1°.303 SF 5 ~ ~ 9.735 SF D*AXF511A5 306 Its PROPOSED 60' /W a J Lioa - - . - _ _ nEpcA~ iw
3 R (1•fP, 575360 I(+~ ` 9.168 SF~ 11.9 4 ^1p \ 98\ 1 OFF 00 pg1 EAR VP NF YX ~7J,h ~86/ 1,P I 9,189 Sf ~l M 5 09 00
30 w 2y, p 30 I F 97 P{P / / ST 33 S 711520 14.155 ff~l_ \ ¦ \0' 0 VLE'P 400101040 AI 22577 g2 TAX PARCEL O6-I47-43 DEVELOPER TO COORDINATE DEDICATION u~ G_° 984 TAX OF 80' R/W T NCDOT FROM EXISTING
PARCEL 6-141-48 END OF 60' P LIC R/W. )g r •1 r I "1- 'Cu DB 315-PG306 WAIMAW ASSOCIATES X'1D J. yyrn $ LOT 4
RANDY LEE HELMS ¦ ,A W
29
POSSIBLE GAP CARMEN MELISSA LEE 7 56 ` ? / , \ CAROL 8, CARPENTER WA w to•' ~M11S TAX PARCEL 05-138-070 TAXOPA816 PC 791 RCEL o5ki8-071 f3 3 a 6s 58 (TYP. / G c ~ LOT 5 x
(f~~ 4 g ~30' 038 142^\ ? P1~ ~ ~ 5ra~ \ LIJ 9016 SF 138 I 41 ' 9.265 SF ~PpO V, 511.5'1 s I ST y 577.5,4
26 9sn s 139 ' 140 9 LOT 6 z
x07 SF 12 ff 5 cjQ ~ 9.007 9.007 FND J4
ELIZABETH R. NO11E ET Al 9,1,05 X16 n - (TYP 1 'L~ .10 26.15 ff REBAR N 8414'44' ry 208.7p. FND 04
\ ¦ VP 4L d !~yCROA 1 TAX PARCEL 05-138-069 DEVELOPER TO REQUEST 137 REPR ~ ~ ~ i
CAROL B. CARPENTER RELOCATION OF EXIST. BUILDINGS 11,393 / ypRO I STA. 24+00 STA. 24+00 REBAR N 6414•H V. 577.60 - W 208.20•
TAX PARCEL 05-138-069 d V. 577.6
m \~o,w°i 1 49 1 96 FED H N 6414.44' W 5s3.44' REBAR
27538 SF I CONDITIONS APPRO BY TOWN BOARD: (NOTE. CONDITIONS WHICH DO NOT PERTAIN TO THIS PLAN HAVE BE7AED) 1. ALL CUL-DE-SACS ALL HAVE A 67' PAVEMENT DIAMETER.
n 136 PR YPR (T 95 11.3333 SIF v. 7.5+00 25+00 ELIZABETH R. HOWE. 2. ALL TREES PLAN SHALL HAVE A 2" MINIMUM CALIPER. STREET TREES WALL BE PLANTED ON BOTH SIDES 577.72 LESTER H. HOWE STREETS AT A MMAU OF FIFTY (50) FEET ON CATERAND 3. EACH RESIDENTIAL IT SHALL HAVE AN ORNAMENTAL TREE PLANTED IN THE FRONT YARD. THIS ORNAMENJAMES H. HOWE
.72 sF I X_go RE 94 9.571
26,965 SF SHALL BE AT LEAST 1 1/2- CALIPER AT PLANTING AND AT LEAST 6 FEET IN HEIGHT.
MSACOLA PARK CDO 44 CENTER R•1~ 6 ~ 93 9,179 SF ' / •n o Iu48, s ( ~ I MB 6-115 SCI 9 577 x I Y!P A / 92 9.039. $E j SF PD^C p 70' TAX PARCEL 06-141-004 4. A 35 MINIMUM SMALL BE MAINTAINED BETWEEN THIS DEVELOPMENT AND THE OAKS SUBDIVISION. AT THE -
TAX P 38 ARCEL u O O / /fip 91 9.051(/ff `f/8 (1'1P I . \ CREEK THIS BUFFER ALL BEGIN AT THE TOP OF THE CREEK BANK.
I' 9030 SF Du- . , 095 w¦ \ 5. THERE SHALE A 30' BUFFER ALONG BOTH SIDES OF THE WAXHAW PARKWAY. v A t+ 6. A TREE SURVEY BE REQUIRED. AND ALL 16 CALIPER TREES OR LARGER IF REMOVED WOULD BE REPLACED AT A
70' R/W TO BE DEDICATED Y 90 • 47 `~I1 1 ' TO NCDOT 9.757 SIF 11,656 SF 1:1 RATIO FOR THE TARY SEWER EASEMENT AND FOR DMUMBED AREAS WITHIN THE BUFFER
7. ALL UTILITIES WI THE SUBDIVISION SHALL BE U1k09 4UW
89 \ \ a SULD AND DEDICATE THE PROPrVM W7AHIHAW PARKWAY TO NCDOT AS PART OF x b 7pE OE" OF THE ROAD WIr_ -rvM M NCD T 'STANIYARDS:' AND MAY CHAMGE fROM TINE
CURVE TABLE 10.900 • 30 7265 0.472 SF Y7 seta sl+o+w+ H!uw. - .
CURVE RADIUS LENGTH TANGENT CHORD BEARING OL 7 s i 4 DELTA "•E r. ML11Fprp i 82 1.70 r{J~~ 9. HOUSES SHALL HA A MAMUM ONE-CAR GARAGE. DRIVEWAYS SHA" BE CONCRETE FROM THE STREET TO TFIE 31LSj01 2 ~ GARAGE AND GARAGES SHALL BE WADE ENOUGH AT ?NM WXW,PO110I TO BE ABLE 70 ACCQ W0OA7E TWO
Cl 400.00 300.69 157.85 293.66 S 74'13'10" W 43'04'12° SHERRY e 81 4072 SE 100 YR. FLOOD LINE CARS SIDE BY SIDE. VEWAYS FOR TWO-CAR GARAGES CAN 'NECK DOMY TOWARDS THE SHEET.
C2 400.00 145.03 73.32 144.23 N 63'04'16" E 20'46'25" Po3Qe r. ~ 32 88 t1A p6 i 80 91110 • 52 ~O / 9.8°1 SF 9,136 SF i fi 9,809 SF 4 45 (NOT FEMA) 110. HOUSES FBUILT ON SLAB FOUNDATION SHALL HAVE A FOUR COURSE BRICK MASONRY VENEER SKIRT EXTENDING NOTE:
C3 400.00 477.49 26245 444.66 S 39'41'24' W 6732 08" qx PA9CF -jj~ 79 YARD ( 90 \ 11145 ff 05 C4 919.60 254.53 128.08 253.72 N 13.51'05" E 15'51'30" \ M` 9,201 Si ' a5 H2 20 POE 11. HOUSES SHAOF THWE LL HA THEIR EXTERIOR WALLS MADE OF WOOD, BRICK. VINYL, STONE, STUCCO, OR SIMILAR MATERIALS, EXISTING STREAM/WETLANDS SHOWN ON
C5 919.60 48.11 24.06 4811 N 07'25'16" E 02'59'52" }O RE • MASO KITE EXTERIOR W SHALL BE PROHIBITED. THESE PLANS WERE DELINEATED BY 12. THE PREPONDER OF ALL ROOFS ON THE HOUSES SHALL HAVE A MINIMUM 6/12 ROOF PITCH.
/ tYP + 1 g~ 13. THE WALL OF THE RCxHITECTURAL FRONT OF A RESIDENTIAL STRUCTURE SHALL NOT RUN UNARTICULATED FOR A IMPACTS TO S TO CORPORATION. PROPOSED
7 53 / COBOL 8 CA"WTER 9.106SIP / 78 64 }p RED VPR~ 9,564 SF . 74 44 44 y DISTANCE GREATER TH N TWENTY-FOUR (24) LINEAR FEET. MPA STREAMS AND WETLANDS ARE
LINE TABLE 105 - PO 577 in e~ 9,579 SIF \ \ ? / 15,01 Pe 6 _ PO 14 11,089 SIF LINE BEARING DISTANCE TAX PARCEL 05-138-074 074 33 ry s L .72 6 9,057 SF \ \ ` 1~ 5.334 14. HOUSES SHALL HA A MINIMUM HEATED FLOOR AREA OF 1,450 SOUARE FEET. SUBJECT TO REQUIREMENTS OF 15. OUTBUILDINGS USE FOR STORAGE PURPOSES SHALL IE OF SIMILAR MATERIALS AS THE PRINCIPLE STRUCTURES. APPROPRIATE ACOE AND NC STATE
U N 84.14'44' w 767.67 I . 9,0066, SF / 127040 SF 54 .F 16. ABOVE GROUND MMING POOLS SHALL BE SCREENED; IN-GROUND SWIMMING POOLS SHALL BE CONSTRUCTED WITH DIVISION OF WATER QUALITY PERMITS.
L2 S 52'41'03" w 300,00 86' ¢ + 77 10,729 SF 1 EXTERIOR FENCING. DEVELOPER IS RESPONSIBLE FOR
L3 S 73'27'28" W 300,00 9,914 Sf 11,263 SF~ b 1 \ 1 17. 100% OF HOUSES ATED NORTH OF THE PROPOSED WAXHAW PARKWAY ALIGNMENT SHALL HAVE MASONRY (BRICK) OBTAINING APPROPRIATE PERMITS AND I 43 AS PART OF THE FR ELEVATION OF THE HOUSE.
L4 S 05'55'20" w 358.63 \ a 78' , o ¢ 43 G 16.811 16.974 ~ ADHERING TO PERMIT CONDITIONS.
c~ R CARPENTER 1 - p? 72 0 55 r . _ ELIZABETH R. HOWAE, ROBERT B. HOWAE,
01 IL TAX Pa 6' fy7 : co _ LESTER H. HOME
85 a . n,oso ff aI 9,99 SF ^ m . ' n" r Y v a ~CEL O5_138-073 m 34 a I at 9,020 SF 88' S`FI 13.842 43 SF 42 .514-00,5? ~~[~DB 242 PG 239 y 215 @ a4J SZI'' >t+~AX PARCEL / 6-141-004 { THNOTE:
0: 69, 0D Im c~C so 1WC v 3oµ ' OL 6 r °n IS SITE IS NOT SUBJECT TO FEMA REGULATIONS OR IDENTIFIED AS A FLOOD HAZARD AREA. HOWEVER, ALL APPLICABLE
d o / 05 (T P ^ , ^^I REQUIREMENTS AND/OR REGULATIONS SET FORTH IN THE
a - L 166 I - I HC Rf9r 71 r 99+0 SF " 9.089 SF w ( O \ 13.069 SF J RID - APPLICABLE FLOOD DAMAGE PREVENTION ORDINANCE OF THE TOWN OF WAXHAW SHALL BE IN EFFECT FOR ALL LOTS
° o 8467 68 69 70 / 1 / ' I 17 9.01° SF 9527 ff 10.945 SFI 9.493 SF 'x,11' 1z + IN THIS PROJECT. 36e.21 1 SZ F'. '~1 PAIII E j40 SITls' DATA cERTIt7cATBY T w LAANNM BOARD IINNARY PLAN
E CAROL 405 C'~ NFER M 9.020 8F M $ •R PRO Nh, 1'0 7936540 577
TAX PAARCEt' C 145 35 65 L 8 }o, REP B~ 5 \ 57 ~ j 05- 1
35'x35' SIGHT TRIANGLE ue-076 n ^ 9,432 SF 1_ ° TIP. EACH SIDE a F 77' 74 66' 10'm s` 16,2500 SF 16.250 SF/ THE WAXHAW PLANNING BOARD HEREBY APPROVES CONDITIONALLY
w (TYP. ALL INTERSECTIONS) + 83 ur~i : 30' REAR qRD 59 TAX RCEL NUMBER PART OF 06-141-004, 80 do 90 THE HARRISON PARK 9RDPASION. 6 APPROVED CONDITIONALLY, THE
v 9,421 SF O > (TYP. . 13,222 SF w+° I 0. 63 I I_ r o AND 06-141-103A SPECWTC CONOORONS SHALL BE USTED.
° C~%s v577 - ro 963, s ~ 9.073 s 9+639 sr ^ 9.a 1s 60 Ex. PP ? 14 SECTION OF 39, Sip-' WAAA 14.40 SF ? ~v' DEED OOK AND PAGE DB 1397 PG 888
,630 SF 36 XHAW NOTE: TTO BE COMPLETEDABY OTHERS PARKWAY TAX PRaAagi osier 077 5• ~0\ _l06 n ° 1 0BE REM
AS PARKWAY IS EXTENDED IN THE FUTURE c wa 78 77 30' MBS (TYI3) - 04 ZONIN RM-1 DATE CRA MAN-WAMAw PLANNING BoAao
m 36 n ~..,,1~+ Mm 7~
33 a' 10'x70' SIGHT TRIANGLE 8 101' i ~ ~ 9,N0 ff TIP. EACH SIDE / 69 ¦ • epa 38 MIN. T AREA 9,000 SF. 011
(ALONG PARKWAY ONLY) 1 32 PDE / 0 17.487 Si ~ SIlk- MIN. T WIDTH 60 WKWUMThis drawing and/or the design shown are the _ (AT TBACK) STOP property of ESP Associates, A. The reproduction,
6. 6 1 9,021 SIF alteration, copying or other use of this drawing
n PEACEf R 9.466 sF/~/)S`~jT• 10 ---30' MBS~TYP, 17/231 ` /,APR p 100 YR. FLOOD LINE SETBA S without their written consent is prohibited and any
1 REPR °•,kL NAN1YC ARNE y 9.239 SF c 11 ( 30' MBS (TW.)~~ 5 60 5E o Po49 _ PO 250 9.099 SF f2 I /}0 0. p 37 NOT F MA) MBS 30' infringement will be subject to legal action,
o TAX PAR' PC 145 / 34 0Jg37 $ 'Z 30 REAR YARD P.),) ff \-Y 11.425 SF }Q 800-632-4949 SF \ P ESP Associates, P.A. •35 3O 36,976 SS • REAR YARD 30 3gg3•o' ~ IgAY DN16E
TYP - 20 22 / sA 9.407 SF bo X SIDE RD 10'
~Q 1 s 813' h0,366 Q7B10,649 ; \ / 60
IV 9 m,1 13 t__I 1 30 " 36 1 SIDE RD 20' 36 (CORN R)
N cow- ru / r 9,575 SF° 9,376 ff '30REAR TAR / 10.M ff ~J ' 35 95,90 0 (TYp.) L7~ 31,635 SF I I 95.986 SF S SF
CAROL 8 CARPENTER ^ 1t F 5~a yf, 4 at TOTAL AREA 52.06 AC.
Po 6 Pc 3 ^9° s NUMB OF LOTS 142
29 405 - TAX P 'I PO 45 7 9.917 ff 8 9,078 SF 19 9,093 SF 1 10.113 ff F 1 3/13/01 PER TOWN OF WA%HAW COMMENTS EDS }q 1 ACRE E IN NEW R/W 11.84 AC.
i RCFI 05_138-079 14 9.140 SF a V H 38 } 9.168 ff ~y 20' POE ACREA 3E IN LOTS 40.24 AC. NO. DATE REVISION BY
C3 Z8 J { LINEA FEET IN STREETS 8,143± LF SHEET TITLE SROXCT NO
a t7.087 SF w of- - o~ 118~i ~24~ 15.235 SF o 10321 SF N x 1~ 30' TYP. 7 I- aI 9,660 SF TOTAL DENSITY 2.7 D.U./AC. OJ30 SCAM IR \ AREA SMALLEST LOT 9,000 SF PRELIMINARY SITE PLAN 10-10o'
15 ( ~t22a7 ff ,R n n 13,699 SF ysM (TYP. IuJ - - I / da IR
a Pop / 3 A 5 s + a fxt I 1~j ACT 2/15/01
\30' 13,027 SF 11.655 SF I - I 16 17 w/ J8 27~ S" by
I I ~i EXISTING STREAM/WETLAND AREA HARRISON PARK J T_~
m * / , tn' creo veo rrwT \ J. / 70,811 SF I 73,783 SF \ nl Ia, 5ff ,27,342 ff 1 1 e.\ I I
ASSOCIATES, P.A. / rtX~ ` M` H86 Ir. N57'00' 30'REAR YARD TYP) $ L 0A9J ~m u N6796't3'N 151,29' S69'N'20'E 100.15' 83.M 1 L ESP (TYP.) \ GRAPHIC SCALE TOWN OF WAXHAW N.C.
engineering D o .aurveying.planning \ R. y^ 12 DONALD 6 s 2oo.sr H66ID&er I 30 REAR YAR L atwr MAYANG 140 OJ30SP.DWG
m r09r3 SPUAAaTn Loop Boulevard J9,„0 _ 3 AND oeYe. '51 09*17 HENRY H. C EDW DS SUBDIVISI eMD1228 1Po. ` 231V n _ P O 0 DONALD W HELMS w T PARCEL os Ie PLAT B I PAGE 28 HENRY FA M61r41 Sao o so too 2w goo Lw 30' REAR YARD CROSSMANN COMMUNITIES, INC.
v. AnevtiUe, Ar 28191 [phone] ,p TPWY & HEM . PAPA o Kj/ = OB 254 - PG 179 DON" M. IE1M5. 14 17 1R3. FU1. PATE 343' No i
a . , / . MLUAX AND TAX PARCEL 06-Ise-o32A DO AND ~ Y PC WELhos 1S 19 0 0M1F1 s1E a 99 215 - Pc 295 TAX P08 MRCt1 X13&-027 I 0Q 11 PAroq~f LEES" H. HOME 4021 kprsxw PARCEL 05-138-028 am R. How- Ma3'34'I7 4 TIER K HOME " 02' , - 4339 STUART ANDREW BLVD., SUITE 201 - K HOME
~JDYCE 6LYTHE PARCEL 05-136- IA OMY sKYEN$ P DO 6 ARCEL 05-11 PAMCFL gb'1 AM E t 401M K NOVA 08 211 - PC 247 X.N PATE MO (W rm) CHARLOTTE, NC 28217
PB 6 - PO tIS PC 367 AR 282 - PC 1 16 19 [STAR i6E 0DE - P6 199 TAX PARCEL 05-135.034 T C. 06-136-029 TAX PARCEL 06-1 18A 20 FAX PAAM 06-141-001 L i ME o 1 inch 100 ft PH: [phone] - Pc too a[ ex ` RC=I 06-141-ao4 FAX; (704) 527r 8101. 3 16. Wit,

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