20000579 Ver 1_COMPLETE FILE_20000223

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
e??
James B. Hunt, Jr., Governor NC ENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
May 3, 2000
Wake County
DWQ Project #: 000579
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Bell Investments LLP
Post Office Box 17274
Raleigh, NC 27619-7274
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 44 linear feet of streams for
the purpose of constructing the Heather Park Subdivision to SR 2710 near US 70, as you described in your application dated February
21, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. This approval is also
valid for the Neuse River buffer rules (15A NCAC 2B .033). 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, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA 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 except as modified below. If you
change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
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) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided
in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. 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 to notify the state in order to assure compliance for future wetland and/or water impact.
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).
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers.
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 John Dorney at 919-733-9646.
P..el Steve s Attachment t cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Sean Clark; Soil and Environmental Consultants
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
L Web Page: www.SandEC.com
Transmittal
TO: ? i yi s ? on C'V- lia'tPC' Q_UL-I 1 k}
`' rn F o
We Transmit to you Herewith:
,6
Project #: Date: 2,6 Project Name: File: ea44ef Perk
I
i,?ate Cover:
Drawings __ 1C For your information and files By mail
Specifications For comment or approval By courier
Brochures or photos Returned for correction, resubmit By express
Correspondence Approved as noted
_ X As per your request
No. Copies Document No. Date Description

Z/zt/po T? ?" Qcx (.1M lic&4i91n T'14;

Remarks: Iis 51_.s 4C ?Jrc ?LC? _ slo??? w'+ u©V, aboc?( eaf???T `Ws ,)eek
? ? c e?? ale -? /o«?e_ T? o« ?a?e ?t? eS?lons ?Pas?
nave Tlr?.,E 12"
.
If enclosures are not as IiSled as above, kindly notify us A once.
By:
Wetland I)clineat ion/Permilting/Mit igation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Ncuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Oliicc: [phone] IIickory Office: [phone]
Billing/Invoice Detail Invoice Date: 2126100

Invoice No.
29218 620 S&EC
Date/Time Reference Ticket/Caller PickUp Destination/POD Extra Total Charge
2/21/00 5079 REPORT 148004 S&EC DWQ $0.00 / $12.95
11:23 SUZANNE 244 W. MILLBROOK RD 3800 BARRETT DR S/10
RALEIGH NC RALEIGH NC
D. FUTRELL 12:00
2/21/00 3694-CHECK 148038 S&EC DIV OF WATER QUA $0.00 $12.95
15:43 244 W. MILLBROOK RD 4401 REEDY CREEK
RALEIGH NC RALEIGH NC
R RODINGS 8:25
2/22/00 4920 F COPIES 148167 S&EC DIV OF WATER QUA $0.00 $12.95
/
?
14:13 244 W. MILLBROOK RD 4401 REEDY CREEK
RALEIGH NC RALEIGH NC
B CZARZKI 15:48

= 2/23/00 4405 148248 S&EC DIV OF WATER QUA $0.00 $12.95
/
?
8:32 SUZANNE 244 W. MILLBROOK RD 4401 REEDY CREEK
RALEIGH NC RALEIGH NC
L. MEEKS 10:23
Qa?
2/24/00 3654/2-310 148400 S&EC DWQ $0.00 $12.95
W
9:56 . MILLBROOK RD
244 4401 REEDY CREEK RD
RALEIGH NC RALEIGH NC
A B L MEEKS 12:34
2/24/00 3654 148406 S&EC DWQ $0.00 $12.95
10:13 244 W. MILLBROOK RD 3800 BARRETT DR S/10
RALEIGH NC RALEIGH NC
S CHANCY 12:13
2/24/00 4995 148426 S&EC WAKE COUNTY ENV $0.00 $12.95
/
11:45 244 W. MILLBROOK RD 337 SALIS13UIZY ST RM ?
RALEIGH NC RALEIGH NC
L ROGEIZS 12:53
S&EC Total Tickets: 7 Total Chargcs $90.65

S&EC, Inc. Project # 99-4405
Soil & Environmental Consultants, Inc.
244 West Millbrook Road • Raleigh, North Carolina 27609 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.coin
February 21, 2000
S&EC, Inc. Project # 994405
Raleigh Regulatory Field Office - USACOE
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Rd., Suite 120
Raleigh, NC 27615
N.C. Division of Water Quality - DEHNR
Attn: Mr. John Dorney
4401 Reedy Creek Road
Raleigh, NC 27607
THIS IS NOT A 401 CERTIFICATION REQUEST.
Dear Sirs:
The purpose of this letter is to notify your office of our intent to utilize Nationwide Permit 26 and to
receive concurrence of compliance of the project with the Neuse River Buffer Regulations for the
construction of the proposed Heather Park, which is located on the east side of Aversboro Road (S.R.
2710) approximately 1.25 miles south of its intersection with Highway 70 in Garner (see site vicinity
map)(UTM Coordinates; Zone 17, 3952100 N, 715800 E). Proposed impacts to waters for the
construction of the proposed apartment complex will total 0.0548 acres (less than 1/3 of an acre) and
43.5 l.f. (less than 150 I.f.) for the construction of two sanitary sewer line crossings to provide sewer
access to the site. Construction of the sanitary sewer line will comply with the general conditions stated
within Nationwide Permit 26.
S&EC, Inc. believes that no wetland or stream mitigation will be required for this project because the
impacts are temporary and are only 0.0548 acres (less than 1 acre) and 43.5 I.f. (less than 150 11). The
two stream crossings will impact a total of 43.5 linear feet of stream channel that are not believed to be
considered "important" or "significant", however, neither the NC Division of Water Quality (DWQ) or
the US Army Corps of Engineers (USACE) have evaluated the channels.
The surface waters subject to the Neuse River Buffer regulations (15A NCAC 2B .0233) have not been
verified by the DWQ. The proposed zone 2 buffer impact areas A, B, and C (see attached map and chart)
are allowed under the current Neuse River Buffer regulations without requiring a variance from the
Environmental Management Commission or mitigation. The perpendicular crossing of the channel and
buffer zone 1 is also allowed. S&EC, Inc. believes that no buffer mitigation should be required for
impact area A because there is no practical alternative to the angle of connection to the existing sewer line
(see attached letter from BNK). If buffer mitigation is required, our client proposes payment into the
North Carolina Wetland Restoration Fund.
Included are: (1) a completed Pre-Construction Notification Application (for buffer impacts), (2) Agent
Authorization Form, (3) USGS Site Vicinity Map, (4) Construction Plans, and (5) Upland and Wetland
Data Sheets.
Please call if you have questions or require further information. Please contact S&EC, Inc. if you choose
to visit the site so that someone may accompany you.
Sincerely,

Scan Clark
wetland Del ineation/PcrIII III ng/Mitigation Sail/Site Evaluations On Site, Septic Systems I:nvironmenud Aswssments/Audits
Ncuw katim anal \0'atcrs1Ird L'ullri Fv;du:nions Giuundw;ucr Ilydrolugy laulangewd ' IJ-
Branch OlTicr? 25 Nonth Collepr Awlitir Newton, NC ?MSf . Phone: [phone] • Ea.v [phone]
DWQ ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 26
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field office of the Corps of
Engineers (see agency addresses sheet). Seven (7) copies should be sent to the NC Division of
Environmental Management (see agency addresses sheet). PLEASE PRINT.
Owner's Name: Bell Investments Limited Partnership
2. Mailing Address: P.O. Box 17274
Corps Action ID:
Subdivision Name: N/A
City: Raleigh
State: NC
Zip Code: 27619-7274
Project location address, including subdivision name (if different from mailing address above):
The proposed Heather Park is located on the east side of Aversboro Road (S.R. 2710)
approximately 1.25 miles south of its intersection with Highway 70 in Garner (see site vicinity
map)(UTM Coordinates; Zone 17, 3952100 N, 715800 E).
3) Telephone Number (Home): N/A
(Work): 919-848-5010
4) If applicable, agent's name or responsible corporate official, address, phone number:
Soil & Environmental Consultants, Inc. Phone: [phone]
244 W. Millbrook Road
Raleigh, NC 27609
Location of work (provide a map, preferable a copy of USGS topographic map or aerial
photograph with scale):
County: Wake Nearest town or city: GARNER
Specific Location (include road numbers, landmarks, etc.): see #2 above
6. Impacted or nearest stream/river: unnamed intermittent tributary of Mahlers Creek
River Basin: Neuse River Basin
7a. Is project located near water classified as trout, tidal saltwater (SA), high quality waters (HQW),
outstanding resource waters (ORW), water supply (WS-I or WS-II)? YES ( ) NO (X) If
yes, explain:
7b. Is the project located within a North Carolina division of coastal management area of
environmental concern (AEC)? YES ( ) NO (X)
7c. If the project is located within a coastal county (see page 7 for list of coastal counties), what is the
land use plan (LUP) designation? N/A
8a. Have any Section 404 permits been previously requested for use on this property? YES ( )
NO (X) If yes, provide Action ID number of previous permit and any additional information
(including photocopy of 401 certification). Action ID #
8b. Are additional permit requests expected for this property in the future?
YES ( ) NO (X) If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: ± 43 ACRES
9b. Estimated total number or acres of wetlands located on project site: + 4 acres
10a. Number of acres of wetlands impacted by the proposed project by:
Filling:
Flooding:
Drainage:
Excavation: 0.0548
Other:
Total acres to be impacted: 0.0548
1Ob. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both
before and after relocation):
Length before:43.5 ft.
After: 43.5 ft.
Width Before (based on normal high water contours): 3 ft.
Width After: 3 ft.
Average depth before: < 1 ft.
After: < 1 ft.
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: N/A Placement of pipe in channel: N/A
Channel Excavation: X Construction of a Dam/Flooding: N/A
(43.5' for sewer line)
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to the pond? N/A
What is the expected pond surface area? N/A
12. Description of proposed work including discussion of type of mechanical equipment to be used
(attach plans 81/2" x 11" drawings only):
Placement of a pipe and fill material within an intermittent stream channel for the purpose of
constructing a sanitary sewer line. Mechanical equipment will include heavy machinery typically
used to complete the above-mentioned activity.
13. Purpose of proposed work: To provide sewer to the proposed apartments.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
The closest sewer line to tie into is across the creek which requires crossing the channel and going
through wetland areas. Extra manholes and pipes have been added to provide a perpendicular
crossing at impact area B.
14. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine
Fisheries Service (NMFS) (see agency addresses sheet) regarding the presence of any federally
listed or proposed for listing endangered or threatened species or critical habitat in the permit
area that may be affected by the proposed project. Date contacted: (attach responses from these
agencies). N/A (to be completed by the Corps)
16. You are required to contact the state historic preservation officer (SHPO) (see agency address
sheet) regarding the presence of historic properties in the permit area which may be affected by
the proposed project. Date contacted:
N/A (to be completed by the Corps)
17. Does the project involve an expenditure of public funds or the use of public (state) land?
YES ( ) NO (X) If no, go to 18.
a. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the North Carolina Environmental Policy Act?
YES ( ) NO ( )
b. If yes, has the document been reviewed through the North Carolina Department of
Administration State Clearinghouse?
YES ( ) NO ( )
If answer to 17b is YES, then submit appropriate documentation from the state clearinghouse to
division of environmental management regarding compliance with the North Carolina
Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to Ms. Chrys
Baggett, Director State Clearinghouse, North Carolina Department of Administration, 116 West
Jones Street, Raleigh, North Carolina 27603-8003, telephone [phone].
18. The following items should be included with this application if proposed activity involves the
discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on the property (for
Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All streams (intermittent and permanent) on
the property must be shown on the map. Map scales should be 1 inch equals 50 feet or 1 inch equals
100 feet or their equivalent.
b. If available, representative photograph of wetlands to be. impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? Residential and Agricultural
f. If applicable, what is proposed method of sewage disposal? On-site Septic
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental Management (Water Quality)
certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina Division of Coastal
Management stating the proposed activity is consistent with the North Carolina Coastal Management
program.
2-12,1100
Agent's Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided (18 g.))
BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
7416 CHAPEL HILL ROAD, RALEIGH, NC 27607
919/851-4422 ¦ FAX [phone]
January 28, 2000
S&EC
244 Millbrook Road
Raleigh, North Carolina 27609
Attn: Mr. Kevin Martin
[E MOWS
REF: Heather Park Apartments
Wetland and Riparian Buffer Impacts
Dear Kevin:
Please find enclosed an 11 '/2" x 17" drawing showing proposed sanitary sewer
construction impacts to wetlands and riparian buffers. Please note that the only location
to tie into the existing sanitary sewer is the southeastern corner of the property. In order
to serve this site with public sewer two (2) wet weather draws consisting of wetlands
and riparian buffers (Zones 1 and 2) have to be impacted (Areas A and B). One other
impact of riparian buffer (Zone 2 only) is impacted (Area C) . Our company specifically
tried to keep all sanitary sewer mains, manholes, retaining walls and fill material out of
Area C.
Outfall B (impacted Area B) was designed to cross the riparian buffer at a 90 degree
angle. As far as outfall A (impacted area A) is concerned we could not obtain a 90
degree crossing. The reasoning is due to the required tie-in angle policy (no less than
90 degree internal angle) by the State of N.C.D.E.H.N.R. Division of Environmental
Management. This property has a very restricted area in which to tie into the existing
sanitary sewer. By meeting DEM's policy it results in not meeting DWQ's policy.
Professionally and environmentally I believe that in this case DEM's policy should
supersede because meeting DWQ 90 degree crossing will result in a 65 degree internal
angle of connection to the sanitary sewer and ultimately a clogged manhole and
sewage spill directly into Bagwell Branch.
Should you have any questions, please do not hesitate to call.
Very truly yours,
Bass, N' on ennedy, Inc.
K. Robert Bell, Jr.,
K R Bj r/rt
cc: Dac Carney
Enclosures
n Y 1 ,
el?
l _
E_
i
?-
/ /` ???? /? \ n "tr '? L?i?. ?. ? ?'_ V ? ` \ J \1?,?? ^`? /?J--ire • \ \? / ? ? /
' ? : ? ?'c vl ? tt'.?? ? 1 1 it ??• \? ?7 /I/t??. ; ;?A?'
?? ?-Jam`=??? - - 0 ? t- - ?/ (• "--? - ? _- bsr?-J
00
XGT.
75
l1c??;
Tr? • ..w._? °?..I .?• ?? .? '-ii\ •--7 '_ - m ?? I' / Dom.,' J?''?? - -?•, _ ?. _-
40
n 'S'r! OlL cv 2l3733HM 3>/V7)
?1 S1 H'J137VN ?, ?
t,- 1 fn ?^ R'i MN /1 49L9
fC.
k. } N
WAKE Go. ?1C
G? / CrC7 Q V Vv ° nVC" U?ApU J Il, fib
/APC'L Au(S2j. Q M., <O Q 1? A,C7 0. GLoD
P t - IIcR7,, z_ .
??? ?•g? npR2 ? ? ? ? 'Ir(Ir ?? c
n M? A ! AnC7 II CIC? APC?
o ! PQ` Er Cr? ?C? O 1/ F 09 II CeB2
T ? ? ' r,• ? M.r i? c ? ?S r ? T-: ?IF3'• . „r,? ?C ? I ?? ? App, ? 1
` .T" ?' '?1? '', _\? ) I ??? ?` ,.I'`'? - ? ? t .? q '" ?r x? ?.., ApCP oO - ?av-?? fTe ?
Ap62 --'1 '7-.?? - is 4•:,':? - :; ,. 2 a ,l'.'??? AV67
ApBZ
Tj> Oar \ 'i ? ( `v AVC
ti LdbV ? ?' `?? t s t '' 1 f': ?' +` 1 T ... _AOrZ . \ r .. .,.,-S•
Qr. ti A APB .f+r
- ?! ? ?P C APB2 Ap82.•.
a r i i? yl:r r Q a L
"•AN 14-
2 Ap62
P y" ApC2
?., A' F ? ? SIG n `? G'L ? t _ 1 ??: .. ;, '?
P 1'I NE.
£?e ??•.,APC2, APB2 ?_ V ?' T ., ?' .,r .,
cam", r r??.? a F CID I ?? Pv . • ( •? - t.. - •. .? . • +?e?H-- T ?;W "?
¢? En6 T LdB2 w" . ?'M }
- ? ?Wb ? •(? 'Ce ? . ?,as < ,N. ? APB
?. A 2 APC2 r, A
• ?'L Q ?, x 'esi?, m`?'
Ce82, A 82
i I I q T YPMD »cY. CC
\ ...? •' . r l IC3 Ce82.- " ? { ?t s < 2 _ ,
- -t ? !. rr'`??y pC t.4+ •? •s G } 'k;`lcti'R+• v o/ 3..: ?.?
CeC ?.: ?? Dutt
r t ?2 L 137 }•
Ce82 y l'4? LoC `I Ap(2 Y L `, r..
Ap82 A-
/,. ! ?T. e82 LCell?
APB2 PB2 T. T CIC 4. ?O _![.V ''
Ld62 ..
APB
It Ce " AT
A
CeB2 PpG2 AP r
Ac, E3 _C) 1 eB2 APB2
Ce82
C ? I z 1
CeB7 j eC2 i'
1? h
CI / Gt PB'7 P
_ CeB1 i wmC? APB2>
C e L - -- - -- - .. '
I 1 1' 1
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 23116th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Heather Park / Project #994405wf Date: 02-14-00
Applicant/ Owner: Bell Investment LTD County: Wake
Investigator: Bob Zarzecki / Sean Clark State: North Carolina
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Soecies Stratum
1.Acer n4brum Tree
2. Liriodendron hilipifera Tree
3. Rubus spp. Herb.
4. Rosa palustris Herb.
5. Lonicera japonica Vine
6. Smilax laurifolia Vine
7. Alnus serrulata Shrub
8. Wooduyardia areolata Herb
Community ID: _
No
Transit ID:
No Plot ID: wetlands
Indicator Dominant Plant Snecies
FAC 9. Ligustrum sinense
FAC 10.
FAC- 11.
OBL 12.
FAC- 13.
FACW+ 14.
FACW+ 15.
OBL 16.
Stratum Indicator
Shrub FAC
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 77.8%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: ____0 - 4_ (in.)
Depth to Free Water in Pit: ___ 0 - 12__ (in.)
Depth to Saturated Soil: _ 0 - 12__ (in.)
Wetland Hvdroloev Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
X Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
X Oxidized Root Channels in
Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
PAC Neutral Test
Other (explain in remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee silt loam
Taxonomy (Subgroup): Typic Fluvaquent
Profile Description:
S&8C Project M 99-4405wf
Drainage Class: poorly drained
Field Observations
Confirm Mapped Type? No
Deptth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins. Horizon (Munsell Moist) (Munsell Moist) Abundance /Contrast Structure etc.
0-7 A 10 YR 4/3 N/A N/A loam
7-12 Bg 2.5 YR 6/2 10 YR 5/4 many/distinct loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
_X_ Aquic Moisture Regime
_X_ Reducing Conditions
_X_ Gleyed or Low-Chroma Colors
Remarks:
" local USDA Soil Survey referenced
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
_X_ Listed on Local Hydric Soils List
_X_ Listed on National Hydric Soils List
Other (explain in remarks)
Yes
Yes
Yes
Is this Sampling Point within a Wetland? Yes
Remarks:
Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 23116th Avenue NE
Raleigh, NC 27609 Hickory, NC 28601
Phone: [phone] Phone: [phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Heather Park / Project #99-4405up Date: 02-14-M
Applicant/ Owner: Bell Investment LTD County: Wake
Investigator: Bob Zarzecki / Sean Clark State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Clear cut
Is the site significantly disturbed? No
(Atypical situation) Transit ID:
Is the area a potential problem area? No Plot ID: upland areas
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.Acer rubrum Tree FAC 9.
2. Liriodendron hclipifera Tree FAC 10.
3. Rubus spp. Herb. FAC- 11.
4. Pinus taeda Tree FAC 12.
5. Lonicera japonica Vine FAC- 13.
6. Smilax laurifolia Vine FACW+ 14.
7.Smilax rotundifolia Vine FAC 15.
8. 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 71.4%
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil: >12 (in.)
Wetland HvdroloQv Indicators:
Primarv Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Seconder Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
other (explain in remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Cecil sandy loam
Taxonomy (Subgroup): Kanhapludults
Profile Description:
Depth
(ins. Horizon
0-2 A
2-7 E
7-11 BE
11 -12 Bt
Matrix Color
(Munsell Moist)
10YR4/2
7.5 YR 5/4
5 YR 4/8
2.5 YR 4/8
Texture, Concretions,
Structure etc.
sandy loam
sandy loam
sandy clay loam
clay
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
* local USDA Soil Survey referenced
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Is This Sampling Point Within a Wetland?
S&EC Project k99-4405up
Drainage Class: well drained
Field Observations
Confirm Mapped Type? Yes No
Mottle Colors Mottle
(Munsell Moist) Abundance/Contrast
Yes
No
No
No
Remarks:
Soil & Environmental Consultants, Inc
244 Vk3t Manook Road ¦ MeO, Noah Carolina 27609 ¦ [phone] ¦ Fax (919) 84&94'
AGENT AUTHORIZATION FORM
ARM BMIS To Be Fil[e_d In By Thq Current Landowner
Nome: L m
Address: PA Rox 1112.x.
Phone 48 - 5o -50
Project Name/Desc,dpWn AC..
Date: Vietuan4' -
Eta 400
the Department of the Army
US. Army Corps of Freers, Wilanuigton District
P.O. Box
Wdmingttm, NC 28402
Attn: ' d 7-
well
FieM Office_
Re; Wetlands Related Consulting and Peratieing
To Whom It May Concem:
C the earrent PRY owner, hereby designate and authorize Soft & Ta vironmeaW Consultants. Inc. to
act in my behalf as my agent in the processing of perrrdt applications, to Nish upon request
supplemental information in support of applications. etc_ from this day forward. The 11 day of
This notification. supersedes any previous coireapondance concerti mg the agent for this project,
NOTICE This authociution, for ltabiility and professional courtesy reasons, is valid only for
govcm ncnt offidds 10 cntrrthe property whin accompanied by S&FC staff. You showld call S6c£C
to arrange a site meeting prior fo visiting the site.
IL 1?? `7' vi5 Lvnl-TCD Pwo,,)zs-zs}fi P
U -"5r?1r:l?j'-? 1JM1? f (?(t5?1S?S}?v}`>
Print Property Owner': Name Property 0wncr's SignAture P L
cc: Mr, john Domey
NCD£-II & NR - DWQ Water Quality I'Wudng
4401 Reedy Creek Rvnd
Raleigh, NC 27607
cc: I& Kevin Martin
Soil & Envirocunental Consultatlts. Inc.
.%-1.G-
ui. ?:rt :E--Av.:cwn 7 Mapping a;TO ?F.? s,c,l Aciah-sr, 2 ?red,nds MIPP,n¢ and \4461pnon 7 rm•?ronr.:•.•^ .:. ..:a:
Te, -d 6 S.;? 641£01 11 -13ABOA ail 6£: 7 T 144 00-T 1 -QJJ

y_1?11 " jG
?
DI ? L09z _ rr >>> r?
al Sri 7 .,-c. ruo?l UeA - + b
I ??, a (W
= 41 z 1 -1
I
1
- I i
i
_ Y
I _
_ ? J I
?S4 Yv
S ?•
- ^b
{ I 1 -
ill I ."'ll ?IZ - -
/?, I ? I I In fi s ? /?\
illl?? f/.n
,
??1 I
1
r ? 1
I 1
n
t
i
I - ,
4 -
f
G /
_ - I
1, lb
pp /
/
r
art '• -? _ g _ ' _ - --
I ? I
f? r
? 1 I M I I - II I ^? ,
I
H
Ca n
I I _ 1 I -
iz?
i C _'
'tt
ooz OOL 0 OOL
100 L = " �
3�V3S DlHdVaO
Noii�)naiSNO�) �tOJ (13SV3�3a iON
DU!10)0,D qlJON 'AlunoD ��>IOM 'AGoUADO
31K
Rq6R–Lss(6t6) :xvj :3NOHd3l3i!---- N Id 1()dJNOO NOIS083
L09LZ VNI�06VD HidON 'H�)GlVd 'OV08 IIIH 13dVHD 9LVL�--- ONY 3DYNIV8(1 ndOiS
Sd33NIC)N3 ONiiinSNO3 "DNI '/t,03NN3A 2? NOXIN �SSV8,r--- 0�
G4UOW4-Ac)dV �j C)6 J,�) q 122 H. 133HS
EL
C� < El'
LJ
Id
7
3z
4:
atc
3( kk
3jj , " L ' — 1 11 -- ! I i " I I I / , ; I . . . I
34, 94' i
R's n 7
%
.—Vill
h !J
-4
A
7r
nw le... r
oe,
0-a '—'ec
LJ
n. 8z�z
Dt

9zt V/N `d/N `d/N

588 OZ8'L OZ 09 8

OL5
OM
9'EZ
9'OL
`d

''•.•: •' is
8333n8 a3AIH 3Sn3N
1O`ddNI Z 3NOZ dS
83:Hn8 H3Ald 3Sn3N
10`ddNI l 3NOZ
3?
13NNVHO 0313VdNI
dS
SONVIEM C]313VdNI

V3UV
OOOZ '6 ,kudnae3-4
SiOVdINI C]NV-lJL3M - NHdd H3H1d3H
F- Z W
Zowvn
wwi0
?xww
y .? WIn INZ
NXQ
3 w L a w LLJ
wr-::)0L,
LJ C.0 ("J ZD
ozzo
UJ
LO Z7, I
0 Z DU ^GI-wVl
/ Q cam rnr»m
N b ???ry8
?? / 3 -'z - wz >
r?(?bll??C jB L, ?wO O>00-
J ?YV O wX= Lnou ?
>- Li
owww 7
W Os ?i
>Ae 113
---- ------
I L61 'IV
/ /
S OZ?
` i
1
1 \ \ I ?
I i y??? ?bs \ s?\ \ , l
?OL 19 r"7\\
r `\\ I? 11 e L1 6 T• //
C14 (k
iP \I \ \ \ N ?•1ti," 9 f 11
T \0
\ I
9 60S 1',\•? ??\ r\6q?
5 805
V) r
ejo
ui >- to
-j DO ``' L V g?\\
1 / U wN \\
9 90(9
NO C?
r ?
331 's Aavw W X i z w z p? N = \
V X31V 'd I I O O w ° \ \
9TJ ?; i?,
1
°o / 1 I W I ^
,I O
11 p o 1 N
SOS O
I 1 I mrn m0) 1 (? iv
ui 1 N. NO) tN Z I Ir,r, / . C
= 11 1 Owrh ]w rO N a
W I 11 I U- wU
Ow- LL
F- i I 1 I W Z>. R
3 tY ` / 1 O` O ,- I C '/ v
Q O
0 9 W 1 merry\? m^ liU.. / ?r v
L V 3WW ~N\`VJ F-N w_ I I ?J
ZMLL w~m ' n Li ZL, J I "COI I r°.
W
`\ OWN
cro `
00
V< 1`? I O I o
J Q 1 I? C)
m>->
y^
OQ= I , I o I
awZ C) -j LLJ C)
1 F N U o^, I
>O 1 Z Z ~ 0
Z0S N
OU 1 O? 0w DUI rn
1 w ? n >Q
II ! LL 1' N ? I II x ?