20061787 Ver 1_Application_20061113

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ ~ _ ~ ~ g ~
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Pl~~~ ~~~~~~~T
RECEIVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP-27,39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
~ - ,
4. If payment into the North Carolina L' ems: ~rhanc~ment Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information ~ ~, ~, ~ ~ '
a~ f
xx;
1. Owner/Applicant Information (~ «~ .~ ~ "L U s :~ 4
Name: Blue Rid eg_Companies
Mailing Address: Attn: Jim Grdich ~~~~~~' ~`"~ ~ : ~ ~ rtri~~
5826 Samet Drive ~"~ ~ ~ ~ .. ,
High Point, NC 27265
Telephone Number: 336.889.1512 Fax Number: 336.889.1501
E-mail Address: iardich(a~bluerid eg companies.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Charles Johnston
Company Affiliation: Environmental Services Inc.
Mailing Address: 3661 Alamance Rd.
Burlington, NC 27215
Telephone Number: 336.570.3002 Fax Number: 336.570.9566
E-mail Address: cjohnston(a,esinc.cc
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Reserve at Adams_ Farms
2. T.LP. Project Number or State Project Number (NCDOT Only):_
3. Property Identification Number (Tax PIN): 149470350093300002
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take I-40 to Guilford
College Rd. Turn left (south) onto Guilford College Rd At approximatelytwo miles turn
left onto Hilltop Rd. Site is located approximately 0 5 miles east of Guilford Rd (see
jurisdictional determination Action I.D.# 200521226 for vicinity de ip Ctions~
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0369 °N 79.9116 °W
6. Property size (acres): 25.404
7. Name of nearest receiving body of water: Bull Run
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This tract consists of drained golf course ponds and turf
grass with early successional vegetation becoming apparent Surrounding land use is
primarily single-family residential.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Development of a residential subdivision using standard construction and heavy equipment.
11. Explain the purpose of the proposed work: Creation of a stormwater detention pond and
restoration of a degraded stream.
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. Jurisdictional determination Action I.D. # 200521226 approved on
9/21/05.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No further permitting is anticipated for the proposed development.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Conversion of an low-quality golf
course pond for use as a stormwater detention pond. Piping of low-quali ,,t~portant",
intermittent stream.
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: none
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width_ then divide by 43_SF~_
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact v
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact ~
Length
(linear feet) Area of
Impact
acres)
A (none) Culvert Intermittent 2 247 0.011

Total Stream Impact (by length and acreage) 247 0.011
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on ma)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
B (none) Grading /excavation Pond 0.483

Total Open Water Impact (acres) 0.483
Page 8 of 12

6. List the cumulative im act to all Waters of the U.S. resulting from the roject:
Stream Impact (acres): 0.011
Wetland Impact (acres):
Open Water Impact (acres): 0.483
Total Impact to Waters of the U.S. (acres) 0.494
Total Stream Impact (linear feet): 247
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ®wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation and expansion of existing_pond.
Proposed use or purpose of pond (e.g., livestock watering, imgation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater management
Current land use in the vicinity of the pond: fallow fields and single-family residential
Size of watershed draining to pond: 29.3 acres Expected pond surface area:21,566 sa ft
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. Buildings, roads and parking
lots are sited on upland areas to the maximum extent possible on this tract. The low-auality
ponds on the site are being returned to a natural stream channel as part of the compensatory
mitigation. All appropriate best management practices will be used during construction
including silt fencing and other erosion control measures.
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required .for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Per consultation with Todd Tugwell from USACE onsite mitigation for this project will
be comprised of a Priority 2 restoration of 4161inear feet of a degraded stream channel which
had previously been converted into a series of golf-course ponds (see attached figure
Stream design and construction oversight will be conducted by environmental professionals
trained in natural channel design (Rosgen methodology).
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify: Randleman GWA )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact I I Required
Zone ,c,,,,,ro F o*~ Multiplier
1 0 3 (2 for Catawba) 0
2 0 1.5 0
Total 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. (Com ensatorv mitigation for this project
is comprised of an on-site stream restoration. The resultant stream will be have riparian
buffers in accordance with the Randleman Lake rules (15A NCAC 02B 0250) )
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing < 5% ; proposed ~ 26%.
(7.6 built-upon / (23.4 onsite + 5.9 offsitel
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All wastewater generated by this development will be connected to the City of Hi Point
municipal sewage treatment svstem.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The proposed development will fully develop this tract. On-site miti ation will restore and
naturalize a degraded stream.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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OWNER/DEVfLOPER SCALE:
I"=60'
.. ~ ~ DATE: 4-24-OE
PROJEGi. 496-0_
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PRO.ECr: 456-05
ORAIVN B'f: NM
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Llf~ N0. BEARING DISTRNGE
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3 50l'39'2o'f 58.13'
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6 507'4254'W IOA4'
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9 529'4337'W 16.49'
TOTAL: 146.65'

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10 -
IMPACT EXHIBIT 1=0R
THE R~5~R11~ ,~T ~D~MS ~~RM
HILLTOP ROAD
MOR>=HEAD TWNSHP, 6R~~N5BOR0, NORTH CAROLINA
TAX ID: AGL-14-94-1035-933-2 (PART)
DATE: 10-30-06
JOB ND.. 496-05 DRAWN BY; MV
0 25' 50' 100'
SCALE : I" = 50'
ENGINEERING AND SURVEYING, INC.
LAND DEVELOPMENT CONSULTING
3935 BRIAN JORDAN PLAGE~SUITE 137
HIGH POINT, NORTH CAROLINA 21265
PHONE: [phone] ~ FAX: (336) 812-PJ'180 ~~~
THIS MAP DOES NOT MEET 6,5.41-30 STANDARDS. Q

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TO EMEND b
BELOW 3' ORIFICE I'""'"~
MAX, YN1ER ELEV., 833.96
F~V,! ¢3341 Eo..,,,..a
FLOOD WATER STORAGE

TOP CF R15ER ELEV.I
EL., 831.00
WATER QUALITY STORP
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TOTAL -29.°0 ALRESt IN= F~lwNEM y&T ffeENLKA Pap LW L BE IFEp F[A iE14v.AMY
TOTAL SITE AREA 1491] ALRESf ILOT I) i ({DpExi Siovive pNENS CONSVryLTpN. alYk rK 5R IIn9 sEx
:0412 ACRESf (LOT 21 slAaLLlap, M PeRw,rert rEl eETExeeN roq Sx/1l eE CftAIEO
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TOTAL-]5.404 ALRL9t AWIX~MWSFAEIli1E0 FRLR TO L~kKE Ot RELfltTAILArE
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(ON-SITE) - I].l0 ACRES! (L015 I, 2 1 3) M pFFKER AIL HL n961fflrtlplm cw W rK vEPELYtw
LOTPL - 1390 ALRESi ~ LCFlnel6v PRpR TD rNE ALLLVrAxCE a rIE E~enEERY
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S,RFPOE PREP. IB,319 SF. 21,%6 5 F. ~ NKEff PE flaklUnax CF rIEERApW6 PFWEr oR TNf IyfµL.
PERM. SEpIMEM STORAEE. 13)95 LF. 1'1353 G F. '~ FIWL cn. er tpq ixeu rw ly vEEKS
TEMP. Y14TER p.W.IiYVOLU^E:~ 49,989 0F. 60,261 G F.
rErw. WO, PoaL DzAVmaw nME~ 9tl Dnrs 4 DArs GONSTRUGTION SEQUPNrE
FOREBAY 5EOINENi StORA6E~, 9,9TI OF. 6pIB L F.
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RMLRARf DAEIbIdIMd1 RR®iBNnfKf YtNtL1PB~FN
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ENbINEER'S STATEMENT OF POND A DAM S4FETY ALL LN:acp6Cl oNKe ElulropM1naplEaEx1
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Y1A7ER~D INFORMSTION P
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EMERGENCY SPILLWAY DETAIL
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INV, 8 4D0 RISER TO 0E Eh®EDDED
b IN CONCRETE BA5E IS'
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SFDIFfiNT ANf I-SEEP PLATES
5TORAGE ~ ~Qp, D.I.
TOP OF SEDIMENT TOP OF SEDIMENT
STORAGE
ELEV
,
., 82350 STORAGE ELEV 82350
-G

B2
170 LF 30'C
3A0 WA
.
BOTTOM OF FOREBAY BOTTOM OF POND
ELEV
I B22A0 KED „QI < PE ~ 0 0 ~

.
ELEV.: B22AO SKE1'

ANCHOR RI5ER iN _
-~'~_
TEMPORARY SEDIMENT STORAGE PROVIDED IAYN x 10'1 x 2A'd
IN FO(~AY. SEDIMENT TO BE REMOVED FROM PERM. SEDIMENT
5TORAGE ~~~ ~~
82
FOREBAY OPGE SIZE 15 5TABILIZED.
X-SECTION THRU WET DETENTION PON (~ PSI LOIY.RETE)
D DETAIL 2.15
MM.4A'CBT-OFF TRENCH
WITH MIN. 2A' pEPfH
N.T.S.
ANTI-
PL
48' GAP. iRASN RACK
YV EXPANDED ALUMN,M T(
~.0
ENGINEER'S GERTIFiGATIQN OF
STORM.ttA!ATER QUALITY GQNTROL
I CERTIFT TxAT, PUR41ANi TO GENEftµLY ACCEPTED ENGINEERING STANDARDS
IN iFE CONNWtt, li IS Mf PROFESSIONAL OPINION if WT WfIbFF FROM iNE
PER SECTION 30~T-1.12 OF T1E 6RC-ENSBORO GEVELOniENi ORpIWlL'E 15
CONTROLLED Bf A PERMPM1EN( EN6INEEREO STORHWg1ER WPLITY CONTROL
THAT HAS BEEN DESIGNED TO MEET Oft E%CEED THE REtl1REMENFS IN THE
6REEN590Rp STORNWATER MANAGEMENT NANML.
SI6NANRE~.
DAZE. P.E. SEAL
STORMWATER CMJANTITY .nN NO
Ilff STGRlFATERCQrtROL 51RWTLRE SHOM! IN iTff`# PLAI5
5 fWLLL EE) pE516lEp r0 RFLULE TK Po5i-pEVELOPHEM
2-YEAR 24 HL4R 6TORM PJEM AID LIE 10-TEAR 24 HL4R
SLLRM EVEM 10 PRE-f£VEIOR~EM RATE$ ACE-ORpP1i i0
utt oP Lr~ExzEpRD srpawugrER MANA6EMffM pROINA1eE.
], RE FpL [CMA46 A FEW WBIrEWbvr f.WIROI 51RlGRq rvgr H45'yuivNYS
Nml LpV FIp10RFILE5 rvAT CraeEVae uasseD Aw REO,eE SWwvr
CAPKITY AIL RlDKE tM EFft rASIETl6 FOR vMRR¢Ntltt, tt SrSCOWRIE®
~relE vum even Aw uua T,E mopes aF Our cesiR.cnae
s. cIFCK rIE Pulp smE xoF%Ren,E mn6x raPAla nuY ERaiED AREAF;
RM AG CATLx KASM, vVxFA GAbsm yy,LE'J
FOR FRtPIRCMILIKIWW, CLEAR ALUW.AIEp rRASn FROM B/61H 6RA%
kR OBSInCTKW.
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3. RE6EEp~'6RAYlO sHWS mKE A YEART g51ELFxYRY, REPAIR ANV EvtA®ppeA6,
(i'ET LfIEMOx FGAL6TRM 5®IKM AS PARL ,fR WHLTIW.WM irtE,
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2. ar~rAV,pciA;a, a ReLE Few wDanD~w`En'n vl oL~cRAln,ri Pow
FLFEBAT FCA ROJNIE HAINIexANL[AMDC{fAN bJrS,
ME PpD pUIN LgryD NYUY6 tt aERABIE w IwAi TIE ~MAllwi M-Y ux H
vRNVI MM WUEE p' EFE+alxLY, Pff RBAW, oR FCa YLIHEM [L¢ANM
W.1 AFY PMx@E Yrtm OPplll45 CR LwY,Nb ilE POIp pUIN, ilE MIL
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FuYLY C Fp.
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OWiIG JWI~ILTLN Fat WAIfleAED WmE0,1[A.1H! RRXN rn AGEtXIATKA
NR9CA~NAMayyKE H,EWIFfOEp aF TIE RF6x5 Lf TfSE EEPEOTb161F AW
I E~+r AccoRmw, ro TlE snsu.L w,bwW rsAn
CA'~'A49 A~ipW LOIIK''kOL16EME WfrLAIL FuNiS ARE FxldAA6FDAIfAE
O.IHE F~HgMfrtR HtiEV91, Yva TxEY LDA6v iM &TI& 64iFACf AREA OF PE
1REOKiION Pqt fR~lED PRp1TtTKry OX AN ASIHLED pI~'9504rp01U TO
IIESE TYPF4 LF FMBIMG xKeYO Bf IYM.LMMCAL up D$IEDEAFE Fat
rME OnFGp 5 RSEefDY o DFNVptlW TFTPaL IX 4-A DAYA F pRAYLOIR!
E IS Itli ALLaPL15`0 M iMM TIME. TME 5Y5T91 MAY Bf LLOb6E0. RE EL9RCE
aF YNf LLO661W IfFil FE iOfL ADD ELNENAIED.
ALLK~vS AW BW.W Ex1A.p N)r BE fERIn118, Ox [FENpB.T kvEALE50R
lEp ~'LLHATS. EWM kp rvIIbPKaVLE PLOW AOt 4RROWNS
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FOSi Ei~IMEPEC~DN49HaYL & pplE LATER Mn.bR $TDA1 fvEx,9 (MOPE
YEAixi Nw4E MAN 3 ORL3 DAYS) 61AY'TL nENS r0 LOOK FOR ARE pAMA9E'M
ER ~WtfllMPmLINIUELS~ [f41~h GElRIS W0.pJPWIRA~RALK hVp
b, FR[tlEM RPAFLipN 5 vH.B3ART 1p BEIAL ilE 6PLIYNY CaIAVT H W9Ei.~M6
FROP[ALY. ALL (d0nis 5CL4-PE eEFFCiFD FOR NPFa4A kIEWB~If
Eu616ATDXAW PYLALflENV OF bM5, LRACK9 LEAPS LOS; OF PRO%rIVE
PMA&F+LaLASOVaMip~T FRFaeInLV AT bMS LPEU bIMTSLAN GAN£
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slew aE caF uDPaR xenspF x+TER saFlxs ALaxfi EATERge a m APE.
E~is~~il s6:10N.,m'"il~wT wIL sAF~~E ruY Pe n soul TNAT Tre.nl,rt Is w LcrEEa
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PRA Itl labER WATEtrEtrt,
N;vAL EWLINAY RFRACfKM 5NkL L2 CETPIIID, AWPOVED, LgbTRN;IED AAD
LFRTFED IN ALLafAARLE To LO[.AL 6WERNNE AbEIpY WLfLMS.
EMF%FIGY SPELMt LNAHIFL nxp SYnGiWE RFPnR CR R~VCEIfIrt 6xKL H
DElA1fID, Aopp VEp,yp CERTIFIED N AllOwANLE wIH Lcck 6M2w111G
AGENCY WIpf1 a,
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7
C@TfACI' 01'ID"CAI L C~'((l~
1-1pp-8~1g
WET DETENTION POND PLAN
DETAILS
~E RESERVE AT ADAMS FARM
5275 HILL70P ROAD
MOREIEAD TOWNSHIP, Ci11LPORD C4TAl1Y
bREE1b50R0, NORTH CAROLINA FIELEa
5LNE A5 NJr® RA15 4-2306 MbGB
(~~r QT B15NBit115 AW SAiVEYAS, RL. U
1 ~~ ~~~ ,1
na+e. waeaoT'- rvc"ffiaa,dre,eo
B21:g5 TRASH RACK DETAIL ~~~
s+ol P@FY RoADI sole roT
N.T.S. mix RDINf, rD ]T765
rIDEe, sse-ew-eDo
WET DETENTION POND DETAIL -PLAN VIEW
SGALE: I" = 30'
6'X 6~ SPoGIN6

,,

P~
RA
~°d ware
~^~o
Y& ~~,
N1LV.TWGil®1~
1-~$all
PLANTING AREA
IN~.SiM En,xsinH
Z' ~'
3~ ~ M~
a
.~
NEW STREAM X-SECTION
N.iS.
I I \ ~
- ~ _ -
I
C
"\
/ ~\1\\ \
~-~-~
STREAM RESTORATION PLAN VIEW
SGAIE: I' 20'

NOTE:
5ifiFhY RESiORniipN,VO7 PLAMIND MFORIMTiON 51mYW MNS
fRP/IDED Br SM1VIROIMEMAL SERnGES. IfG.
,~ OWNER/pEVELOPER:
avt mwavs LLc
saoi vtNRr xonD. wire im
u wcv roiur, to nns
nnra:, f.~a1 ea-isco
~ rnx, tsw)eea-isoi
LL ENGINEER:
GPf FN511/ffRiNb l St.RVErIW,ifC.
M n40p THINS SrHEEi
B H~E« Po~M. H~ rm5
GOMhGT GHKK iRUBY
fwLfE~fi361 BI]-0800 EX1i'AI
Enx fie) m3-0100
GR055VANE \
RIFFLE
POINT
BAR
---~ a o o D ~. o o FLOW
' D iL.EI
~~_~ Qoo oo ooo aoA aoo
~o ~ o 0 0 0 ~ LIVESTAKES
pao
„ p o -
op
POINT ° °
BAR RIFFLE ~'"
J-HOOK C~~~ ~
- _~ ' .~~ O~~ ~' ' RUSH I.1MLIn ffFlnl;S) i0 BE PEALED INTERMITTANTLY AT 70E OF SLOPE
--' _ ~~4 ARO1IND RIFFLES AND PoIM BARS
~ - SILKY WILIDW (SALIX SERIOEA)
2S c - SILKY DGGWOO9 (cGRNh AIADMUPU
POOL
RIFFLE o -ELDEaseRertsarEUCIncANADENSISI
TYPICAL LAYOUT ~ - ZONE i - MIH CF SILKY WILLOW AND DOGWOOD STAKES
N.TS
-ZONE 2 - MI% OF ALL THREE 5PEL1E5 OF LIVE STAKES
- LNE STAKES i0 0E PEALED 3' APAR7
-APPROX. 4l5 LIVE STAKES
RIPARIAN PLANTING PLAN
N.T,S_
O\
REVI510N5
Z
_ g
Z mn
}~ n~
~` "~
~~ ~~
Q~ ~~r
Q ~ 8
l~> R{R~m
' ~~ P~9
zg ~e
z
!~
'tn 'I
F
Q a
o~
K
,~ p i
F- l
~I
!_L.I z u
N:
N,
nW P
4.L L
u
zL~
I
~5n
~~~
Oo~
rc~
~ rz` i
&~
m ga
STREAM
RESTORATION
PLAN
SCALE I":2p'
DATE, 9-05-Ob
PRD.;EGT: 446-OS
GRAPHIC SCALE
DRAWN BY: ,yV
L i~Dn . zo tt. SHEET