20061263 Ver 1_Individual_20060807

B °
~1~ and ASSOCIATES
A ENGINEERING, SURVEYING & PLANNING Michael W. Baldwin, PLS
J.S. Janowski, PE
~~~61263
August 3, 2006
~,
Laurie Dennison -
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center '
Raleigh, NC 27699-1650
Re: Mallard Crossing Subdivision
Dear Ms. Dennison:
In response to your letter dated September 29, 2005 I have enclosed the
following:
1. check for $475.00
2. 5 copies of application (individual permit from USACE)
3. 5 copies of adjoining property owners
4. 5 copies of calculations
5. 5 copies of public notice
6. 5 copies of 24x36 plan
7. 1 copy of September 29, 2006 letter
8. 1 copy of letter from Cultural Resources
Please continue with the review for the 401 water quality certification. Tracey
Wheeler with the USACE said the application that is enclosed is what they
require for the individual permit and a "PCN" is not required. This would be
similar to another project in Pitt County named Mobley's Farm in which a 401
certification was issued.
If you need any additional information please feel free to call.
Sincerely;
Baldwin a Associates
~,v-1.,
J. Stephen Janowski, PE
Cc: Tracey Wheeler, USACE
1015 Conference Drive ^ Greenville, North Carolina 27858 ^ 252-756-1390 ^ Fax: [phone]
Email: [e-mail]

Baldwin & Associates
~ Engineering, Land Surveying, & Planning
1015 Conference Drive
~~ Greenville, NC 27858
252-756-1390
To: N.C. Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
Date:
8/3/06
Job No:
04-139
Attention:
Laurie Dennison
Re:
Mallard Crossing
We are sending you: ^ Attached ^ Under separate cover via
the following:
^ Drawings ^ Plans x^ Prints ^Samples ^Specifications
^ Letter ^ Order ^ Other

1 8/3/06 30379 Check for $475.00
5 9/15/04 Application (individual permit from USACE)
5 12/09/04 Adjoining Property Owners
5 9/9/04 Calculations
5 8/22/05 Public Notice
5 12/9/04 Site Plan L) ~ ~ ~ ~~~
1 9/29/06 Copy of Letter from DWQ D
1 11 /10/05 Copy of Letter from Cultural Resource a u r, o ~ 2006
utNri • WATER QUALITY
w~Lauos Iwo srart~~ oRANCft
Transmitted as checked below:
^ For approval ^ Approved as noted ^ Resubmit copies for approval
^X For your use ^ Approved as submitted ^ Submit copies for distribution
^ As requested ^ Returned for corrections ^ Return corrected copies
iI For review ^ Other
Remarks:

Signed: Steve Janawsld/Idm Copy to:

O~O~ W AT ~R~G
~_
o
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
September 29, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Baldwin and Associates
Attn: Michael Tolson
1015 Conference Drive
Greenville, NC 27858
Subject Property: Mallard Crossing Subdivision
Dear Mr. Tolson:
Pitt County
On August 26, 2005, the NC Division of Water Quality (DWQ) received a copy of the Corps of Engineers Public Notice
for Mallard Crossing Subdivision project. The comment period ended September 16, 2005. An Individual 404 Permit will be
required for this project. Please note that the following must be received prior to issuance of a 401 Water Quality
Certification:
1. The 401 Certification cannot be processed until five (5) complete sets of the application and associated maps is
received at the. DWQ Central Office in .Raleigh along with the appropriate fee.
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee
for all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than
150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is
$475.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Thank you for your attention. If you have any questions, please contact me in the Central Office
in Raleigh at [phone].
Sincerely,
Cyndi Karoly,
401 OversightiExpress Permitting Unit
cc: Corps of Engineers Washington Regulatory Field Office
Kyle Barnes, DWQ Regional Office, Washington
Leon RHardee - 1156 Autumn Lakes Rd, Grimesland, NC 27837
File COPY t _ T ,_
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N. C. Division of Water Quality, 401 Wetlands Certifi~atioxf4~ni*.,,.~- - -- - -~
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htipa?'h2a.enrstate.naus'ncwetlands)
Customer Service #: 1-877-623-6748
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WETUWDS AMU STORMWATER BRANCIi
Mallard Crossing SD (Pitt)_IP appl fee request
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- North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
hiiehael F. Fiaeley, Governor Office of Archives and I Iuctory
I,isbcth C. F,vans, Secretary Divisicm of IGstorieal R~ourccc
Jeffrey J. Crow, Deputy St.~cretary David Brcx~l:, Director
November 10, 2005
Michael Tolsen, P.E.
Baldwin and Associates
1015 Conference Dr.
Greenville, NC 27858
Re: Mallard Crossing Subdivision, Pitt County, E 05-1959.
.Dear Mr. Tolson:
Thank you fox your letter of September 29, 2005, forwarding additional information concerning the above
projects. Based on the information submitted, we have determined that the project will not have an effect on
any historic structures, and is not subject to further consultation under, Section 106 of the National Historic
Preservation Act.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800. -
Thank you for your cooperation and consideration. If you have questions concerning this comment, .please
contact Renee Gledhill-Earley, environmentalreview coordinator, at 919/733-4763. In all future
..communication concerning this project, please cite the above tracking number.
Sincerely,
Peter Sandbeck ==- -..-- ...
v ~~ ~ ~ , t N OV 1 4 2005 `
AUG p
~"""uy/Ifyp SlT ~~' Ca1JgLl ry
~~>~ ~~,
Location Mailing Address Telephone/Fax
ADMINISTRATION 5t17 N. Blount Street, Raleigh NC 4117 Mail Service Center, Raleigh NC 27699-4117 (919)733-47(3/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4(,17 (919)733-(547/715-415(11
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4(17 Mail Service Center, Raleigh NC 27(99-4117 [phone]/715-48tH

^' ~~~~~
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires December 31, 2004
The Public burden for this collection of information is estimated to average 10 hours per response, although the majority of
applications should require 5 hours or less. This includes the time for reviewing instructions, searching existing data resources,
gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of this collection of information, including suggestions for redudng this burden, to the
Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis
Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-
0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a can-ently valid OMB control number.
Please DO NOT RETURN your form to either of addresses. Completed applications must be submitted to the DjstricE Eangineer
having jurisdiction over the location of the proposed activity. ,
r_.
PRIVACY ACT STATEMENT _' ' `-
Authorities: Rivers and Harbor Act, Section 10, 33 USC 403; Ctean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, 'rf information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
~ (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) ~
1. APPLICATION NO. ~ 2. FIELD OFFICE CODE ~ 3. DATE RELIEVED ~ 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY THE APPLICANT)
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
Leon R. Hardee Michael Tolson
6. APPLICANTS ADDRESS 9. AGENTS ADDRESS
1156 Autumn Lakes Rd., Grimesland, NC 27837 1015 Conference Drive, Greenville, NC 27858
7. APPLICANTS PHONE NOS. W/AREA CODE 10. AGENTS PHONE NOS. W/AREA CODE
a. Residence 252-753-7921 a. Residence 252-756-1390
b. Business 25213-8982 b. Business 252-756-1390
11. STATEMENT OF AUTHORIZATION
I hereby authorize, Michael D. Tolson to act in my behalf as my agent in the processing of this application and to furnish, upon request,
suppleme t I information in support of this permit application.
~ _ ,, ~~~p , 1'- J S - ~ ~
APPLI(',ANT' SIGNATl1RE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Mallard Crossing Subdivision
13. NAME OF WATERBODY, IF KNOWN (dapplicabte) 14. PROJECT STREET ADDRESS (ifapplicable)
UT of Juniper Branch
-NOT APPLICABLE-
15. LOCATION OF PROJECT
PITT COUNTY NORTH CAROLINA
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
Project is located at the intersection of Boyd Galloway Road & Mobley's Bridge Road.
17. DIRECTIONS TO THE SITE From Greenville take 33 South to Simpson, turn South onto Black Jack Simpson Road, turn left onto
Mobley's Bridge Road. Project will be at the southeast comer of intersection of Boyd Galloway & Mobley's Bridge Road.
ENG FORM 4345, JUL 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-0R)

18. Nature of Activity (Description of project, include all features)
Project proposes to install a pond on site to improve Stonnwater handling capabilities, add aesthetic value to the property
and improve the overall drainage of the site. Pond will be construed by placing fill across existing stream channel to
create earthen embankment structure. Dike will be 10' wide at top and will incorporate 2:1 side slopes inside the proposed
pond and 5:1 slopes on the backslope. Estimate that approximately 40' wide across channel will be constructed.
19. Project Purpose (Describe the reason or purpose of the project see insfructions)
The project will improve the drainage capabilities of the site, by increasing the Stonnwater handling capacity if the
watershed. With development forthcoming, pond will help to manage future runoff in this watershed.
~ USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIALS IS To BE olscHaR~Fn ~
20. Reason(s) for Discharge
The discharge of earthen fill will serve to construct a pond dam, rip rap will be used temporarily to construct dams along
the downstream channel for erosion control purposes.
21. Type (s) of Material Being Discharged and the Amount of Each Type in Cubic Yams
Earthen Berm a 500 cy fill
Temporary Rip Rap - 20 cy fill
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
1.78 Acres -> Inundated with water.
23. Is Any Portion of the Work Already Complete? Yes No x IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a
supplemental list)
This pond will be contained completely on site.
25. List of Other Cert~cations or Approvals/Denials Received from Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL ~ IDENTIFICATION NO. DATE APPLIED DATE APPROVED DATE DENIED

"Would inGude but is not restricted to zoning, building and flood plain permits.
26. Application is hereby made for a permit to authorize work described in this application. I certify that the information in this application is complete
and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of
the app scant.
~Z. ~ ~l 5- u 9 q t5
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department of agency of the United States knowingly
and willfully falsfies, conceals, or covers up any trick, scheme, or disguises a material fact of makes any false, fictitious or fraudulent statements or
entry. shall be fined not more than $10.000 or imprisoned not more than five years or both.

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us Army corps
Of Engineers
Wilmington District
PUBLIC NOTICE
Wz-~c.c k2-D c~ossu~r~
Issue Date: 08/22/2005
Comment Deadline:09/16/2005
Corps Action ID #:200510630
All interested parties are herby advised that the Wilmington District, Corps of Engineers
(Corps) has received an application for work within jurisdictional waters of the United
States. Specific plans and location information are described below and shown on the
attached plans. This Public Notice and all- attached plans are also available on the
Wilmington District Web Site at www.saw.usace army miUwetlands
Applicant: Mr. Leon R Hazdee
1156 Autumn Lakes Road
Grimesland, NC 27837
AGENT (if applicable): Mr. Michael Tolson
Baldwin and Associates
1015 Conference Drive
Greenville, NC 27858
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures pursuant to Section
404 of the Clean Water Act (33 U.S.C. 1344).
Location
The property is located on the southeast side of North Carolina State Road 1760 in an
unnamed tributary to Juniper Branch east of Galloways Crossroads in Pitt County, North
Carolina (35.5.54569 -77.239416).
Existing Site Conditions
The property is an undeveloped tract of land consisting of farm fields and a small area
wooded with pine trees and mixed hazdwoods. A stream with herbaceous wetland fringe
is located on the eastern side of the property.
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UENR -WATER QUALITY
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data maybe located within the prof ect area and/or could be affected by the proposed
work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no effect on federally listed endangered or
threatened species or their formally designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced :against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfaze of the people. For activities involving
the dischazge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps is soliciting comments from the public; Federal, State and local agencies and
officials; Indian Tribes and other interested parties in order to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the
Corps to determine whether to issue, modify, condition or deny a permit for this proposal.
To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects and the other public
interest factors listed above. Comments are used in the preparation of an Environmental
Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the
National Environmental Policy Act (NEPA). Comments are also used to determine the
need for a public hearing and to determine the overall public interest of the proposed
activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings

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// 12" 9WSE EXTENSION
INV. 33.00
WET DETEN110N-SPILL BOX
NOT TO SCALE
12" CONCRETE BASE ~~

~' 25' 0 ~~ 100 150'
cN,wl9c scuE: t" - 50'
SHEET 1 OF 1
SITE PLAN
POND EXPANSION FOR
MALLARD CROSSING
PHASE 1 AND PHASE 2
REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED
BOOKS 222, PAGE 248, DEED BOOK 288, PAGE 834, DEED BOOK 511,
PAGE 440 OF THE PITT COUNTY REGISTRY.
GRIMESLAND TOWNSHIP. PITT COUNTY, N.C.
OWNER: LEON R. HARDEE

Spruill and Associates Inc.
2747 East Tenth Street
Greenville, NC 27858 252 / 757-1200
Apri126, 2004
Tracey Wheeler
Corps of Engineers
P.O. Box 1000
Washington, NC 27889
RE: Leon R. Hazdee Tract, Brittwood Subdivision
Pitt County Tax Parcels 38446 and 48202
Dear Tracey:
I have concluded my wetland delineation for a portion of the property owned by
Leon R Hazdee in Pitt County. Attached please find the following information relative to
the project:
- one vicinity map
- one copy of the quad map (Grnnesland, NC)
- one copy of the soils map of the azea (Map 51)
- one copy of the tax map depicting azea evaluated
- copies of the determination forms
The azea evaluated for wetlands is a linear strip bisected by a trench having
adjacent slopes as steep as 30%. The hydrology and wetlands aze defined mainly by .
topography. The mapped soils along the branch are Bibb and Rains with some Exum.
.UTM coordinates for the central position of the site aze N = 3936.520 meters and E _
0296.880 meters. The owner is Leon R. Hardee and wife Linda I. Hazdee; their address is
1156 Autumn Lakes Drive, Grimesland, NC 27837. Their telephone number is (252)
752-7921.
Please review the attached material and let me know should you have any
questions or require any additional information concerning this matter.
Very Truly ours,
1~~~--
Stephen N. Spruill
~~~
030.89-COE

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: TfrW(x)D Date: ~-~. 8 -d~
ApplicaM/Owner. LEO 12.D~ County: {
Investigator: E S U.t Ll.. ___ State: L
Do Normal Circumstanc>:s exist On the site! eses No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes o Transact ID:
Is the area a potential Problem Areal Yes o Plot 1D: ~ r
(If needed, explain on reverse:) U P
VEGETATION
Dominant Plant Species
1. PiNus rXlEUVa. Stratum Indicator
~_ SAG Dominant Plant Species Stratum Indicator
9.
2. C~UE~us ~~GAT1 ~ ~ .~A~ u- 10.
3.~t~~~ 1~l.BA AL 1,.
a. F~RSrA ~t_tls-ne)s ~A L 12.
5. PaN crs r~v~ s J s ~l-~ 13.
8. ~l ~l _~ ~~ 14.
7. V r~is R~rUll)D { Foul ~ ~a ~ 15.
8. 16.

Percent of Dominant Species that-are OBI., FACW or: FAC
iexeiudng FAG).
(~ %~-' ~ !6
Remarks:
HYDROLOGY
_ Recorded Data (Descn'be in Remarks!:
_ Stream, Lake, or Tide Gauge
Aerial Photographs
-_ Other
_ No Recorded flats Avalable
Reid Observations:
Depth of Surface Water.
Depth to Free Water in Pit:
Oepth to Saturated Sal:
~~Gn.)
Ij
7~Gn.,
~__3~ Gn.)
Wetland Hydrobgy I~cators: J~ ~0~~
Primary Indicators: ~ v
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Linos
_ Sed'aneM Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ 0wd'ized Root Charu~els in Upper 12 Inches
Water Stained Leaves
_ local Soil Survey Data
_ FAC-Neutral Test
_ Other !Explain in Remarks)
Remarks:

SOILS
Mep Urrt Name ~~ ~ S
ri
d Ph
lS
•
e
ea an
ase) Drainage Gass:
Taxonomy (Subgroup): G A ~.(~ (~(,,~ [. Kaki Oni
Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Cobr Mott)e Colors Mottle Texturo, Concretions,
inches Hori
z
on ~Munsep Mdstl illAunsell Mdsti Abundance/Contrast Structure. etc.
/
~
0' ~ H 1 ~ ~ _ _~ ~_ - ~s L
3 _Co HZ O W IYILY /S
-~8 X3-21 ~ o f=EJ ~- '
~s L
-
fg-Z~f -Z! 0 ~l S G L
Hydric Sop Indicators:: N~ J f ~
FWtoed
_ H'wtlc Epipsdon Concretfora
_ High Organic Content in Surface Layer in Sandy Sala
_ Suifidic Odor
_ Aquic Moistuts Regime -Organic Streaking in Sandy Sots
_ Listed on Local. Hydric Sods List
_ Reducing Cor-ditions
_ Gleyed or Low-Chrome Colors _ listed on National Hydric Sons List
_ Other (Explain in Remarks) ~..
Remarks: So 1 L c,W Ro rti/1,~5 1N S A~PC.E D~it't ~T~,~ f'~'o~t~C.L
~oR, R1~1h(S sa 1 iS , sAm~c.~ P~~~~E mo2~ dim ~~~~
74 ~1~L~ PR~~JLE
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ~ No (Grde) (Circle)
Wetland Hydrology Presentt Yes o
Hydric Sops Prosent? Yes ~ is this Sampling Point Within a Wetland? Yes No
Remarks: s~~ P~ P~oT" Iti ~~eE-~ m~p~~~ ,4s ,~~~~~ sr~~~s~
~ DS'J~C C-NT Tb ! 0 ~o . S ~a P~ 1J~-~-D 1101 ~ ~i 6~N G H
S t~C~PES AND +gR.p~nJ c.N P~24x~m d TY APpc-~a,e, ~ rl
~~~ P ~ypRa ~.oc~~/ ~ c-~/E ~s ~r r~+i s s~~ t~ p~c,~ '~.3~

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ~~
Applicant/Owner•. ,
Investigator.
Date: ~ - U
County: 1
State: L
Do Normal Circumstances exist on the site? Yes No Community ID: INrr?
Is the site significantly disturbed (Atypical Situation)? ~ Yes No Transact ID:
Is the area a potential Problem Area? Yes No Plot ID: -~2
11f needed, explain on reverse.) ~~ r ~ r
VEGETATION
Dominant Plant Species
,. ~A~ix ~~UR., 1~ . Stratum I~cator
~ oBt- Dominant Plant Species Stratum Indicator
9.
z ~uNGUS EirFU sus ~1 ~ 10.
3. B~G~yati~d~ cApREo[.~-rA V ~a~ 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.

Percent of Dominant Species that are OBL, FACW or. FAC
(ex~ng FAC-).
~~3 /~~ ~~
Remarks:
HYDROLOGY
_, Recorded Data (Descnbe in Remarks):
_ Stream, lake, or Tide Gauge
_ Aerial Photographs
_ Other
No Recorded Date Avm'(able
Field Observations:
Depth of Surface Water.
Depth to Free Water in Pit:
Depth to Saturated Sa'I:
~Gn.)
//
~Gn.)
//
Wetland Hydrology Indicators:
Primary I~cators:
_ frrurrdated
~aturated in Upper 121nchas
_ Water Marks
Drift Lines
I/S~edunent Deposits
_L/Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 121nches
_ Wete--Stained Leaves
~ocal Sod Survey Data
1/~AC-Neutral Test
_ Other (Explain in Remarks)
Remarks:

SOILS
Map Urtit Name ~
(Series end Phasel: _ L LL
~ ~ U U
Drainage Class: T- . ~.
Taxonomy (Subgroup): G (. (,~ '~' ~"e ~~ervations
Meppad Type? Yss No
Profile Descriation•
Depth Matrix Cobr ... Motile Colors Motile Tsxturo, Concrstiona,
inches Horizon (Mansell Moistl (MunseN Moistf Abundance/Contrest Structure, etc.
~~ -,i~ ._
~-/Z GI U 2 ~SL-
12-22 ' GZ- a 2 0 1rE NOD S G (~
.. Hydric So~7 Indicators• ~ -
_ Ffistosol . :. _ Concretions. .
_ F~stio ~P~n _ High Organic Content in Surface Layer in Sandy Soils
_ Suifi~c Odor
_ Aquia Moisture Regime Orgeric Streaking in Sandy Soils
1~isted on Local Hyddc Sa'Is List
_ Reducing Conditions _ Listed on National. Hydric Sals List
1/~Gleyed:.or tow-Chrome Colors _ Other (Explain in Remeiks)
Remarks: ...
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circ(a)
::.
Wetland Hydrology Preaent7 No
Hydric Soils Present? es No Is this Sampling Point Within a Wetland? Yss No
Remarks: S~`m. P~ ~ . P C:rCrr-' 1~1 ~~- g12~ G ~-} !~( ~>zE.p,
- TIC AT ? ~ 1~A~2,TlQLL~ IN ~(~11I~l~T~P o nl Aiv
~P~a~-c--~, T p~~rn~-~vc-~T ~l~st~ b

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M ~ M M M M M C'M M c~ M M M M M M M (~'~ M t~- t1') O tC) M In M M M
Q, 00 00 00 CQ OO 00 Oq 00 CO OD 0p 00 00 00 00 PO CO CO 00 OD 00 ~ CO 00 0p 0p 00 00
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Q

and ASSOCIATES
ENGINEERING, SURVEYING & PLANNING
POND IMPROVEMENTS
FOR
MALLARD'S CROSSING SUBDIVISION
10 YR - 24 HOUR
9-9-2004

lOlf,pr~~,~„[~;~a,«,~~il~l~~,~i,~lina 27858
"" ~ _ Email: [e-mail]
Michael W. Baldwin, PLS
J.S. Janowski, PE
252-756-1390 ~ Fax:[phone]

Site Conditions Predevelopment
Total watershed area
Area Impervious C=
Area grass or wooded C=
SCS Soil Group (Rains)
Hydraulic Length
Vertical Relief
24-hr, 10 yr rainfall
Time of Concentration
channelflow
128
Composite C =
Rainfall Intens'~r =
,Peak Discharge
0.95
0.3
42.1 X
189.62 acres
CN= 98 9.48 acxes
CN= 73 180.14 acres
B
4000 feet
13 feet
4.4 inches
OVERLAND
2
R g h
I = g/(h+T) 2 132 18
10 203 22
25 246 23
1 ~ 302 25
Q=CIA
84.2 minutes
0.3325
1.9 inches per hr
120.5 cfs
P:~BALDWIN OFFICEIEMPLOYEES~fdsonl~rojects~nanard anssing~DETENTION 70 YR.xls

Site Conditions Postdevelopment
Total watershed area 189
62 acres
Area Impervious C= 0.95 CN= 98 .
9.48 acres

Area grass C=
0.3.
CN=
73 .
180.14 acres
SCS Soil Group (Rains) B
Hydraulic Length 4000 feet
Vertical Relief 13 feet
24-hr, 10 yr rainfall 4.4 inches
. Design Hydrograph Formulation
Composite CN = 74 2
S=1000/CN -10 3.47
Runoff
Runoff Deoth
Ro=(P-0.2(S))"2 / (P+0.8(S)) 1.91 inches
Time of Goncentration `
channel flow
OVERLAND
Tc=(L"3M1"0.385 42.1 X 2 84.2 minutes
128
Composite C (Post) = 0.33
R g h
Rainfall Intensity = I = g/(h+T) 2 132 18 1.9 inches per hr
10 203 22
25 246. 23
100 302 25
Peak Discharge Q=CIA 120.5 cfs
Time to peak
Tp= Vol/(1.37 Qp) 133.0 minutes
P:~BALDYVIN OFFICE~EMPIOYEES~tdsonl_projeds4nagard ppssinglDETENTION 10 YR.~ds

Inflow Hydroyraph
Addiional Fkrw
Peak ~~ = 120.5 ds
Tme 1o Peak =
. 133.0 min
166.3093413
T Mime mint U (ehl
0 0
13 2.8
~ 11.0
~ z3.s
~ 40 0
~ se.o
78 76.3
~ 83.1
104 106.8
117 1162
130 120.3
143 118.9
158 111.9
169 100.3
182 88.3
195 77.8
208 68.5
221 60.4
234 532
247 46.8
260 41.2
273 36.3
286 32.0
299 282
312 24.8
325 21.8
338 192
351 16.9
364 14.9
377 13.1
390 11.6
403 10.2
416 9.0
429 7.9
442 7.0
455 6.1
468 5.4
481 4.8
494 4.2
P:iBALDWIN OFFICE\EMPLOYEESItolson\_p~ojeds4nalWrd possing~pETENTION 10 YR.bs
0.0

Stormwater routing 20
48 Spillway
inch 63.70
T time min Q 1 cfsl Storage Stage Outflow Elevation orifice Weir
0 0 0 0.00 0.0 33.00
13 2.8 0 0.00 0.0 33.00 0.0 0.0
26 11.0 2195 0.03 0.0 33.03 0.0 0.0
39 23.8 10769 0.12 0.0 33.12 0.0 0.0
52 40.0 29311 0.31 0.0 33.31 0.0 0.0
65 58.0 60479 0.62 0.0 33.62 0.0 0.0
78 76.3 .105751 1.06 14.8 34.06 14.8 0.0
91 93.1 153734 1.51 43.2 34.51 43.2 0.0
104 106.8 192680 1.88 56.7 34.88 56.7 0.0
117 116.2 231762 2.24 67.3 35.24 67.3 0.0
_130 120.3 269875 2.59 76.3 35.59 76.3 0.0
143 118.9 304266 2.90 83.4 35.90 83.4 0.0
156 111.9 331970 3.16 88.9 36.16 88.9 0.0
169 100.3 349952 3.32 92.1 36.32 92.1 0.0
182 88.3 356349 3.38 93.3 36.38 93.3 .0.0
.195 77.8 352489 3.34 92.5 36.34 92.5 0.0
208 68.5 341024 3.24 90.5 36.24 90.5 0.0
221 60.4 323877 3.08 87.2 36.08 87.2 0.0
234 53.2 302922 2.89 83.1 35.89 83.1 0.0
247 46.8 279533 2.68 78.4 35.68 78.4 0.0
260 41.2 254907 2.45 72.8 35.45 72.8 0.0
273 36.3 230265 2.22 66.8 35.22 66.8 0.0
286 32.0 206486 2.00 60.5 35.00 60.5 0.0
.299 28.2 184260 1.80 54.1 34.80 54.1 0.0
312 24.8 164037 1.61 47.2 34.61 47.2 0.0
325 21.8 146544 1.44 40.1 34.44 40.1 0.0
338 19.2 132295 1.31 33.7 34.31 ` 33.7 0.0
351 16.9 121039 1.20 27.0 34.20 27.0 0.0
364 14.9 113161 1.13 21.8 34.13 21.8 0.0
377 13.1 107794 1.08 17.1 34.08 17.1 0.0
390 11.6 104704 1.05 13.5 34.05 13.5 0.0
403 10.2 103186 1.03 10.5 34.03 10.5 0.0
416 9.0 102968 1.03 10.5 34.03 10.5 0.0
429 7.9 101801 1.02 8.6 34.02 8.6 0.0
442 7.0 101298 1.01 6.0 34.01 6.0 0.0
455 6.1 102014 1.02 8.6 34.02 8.6 0.0
468 5.4 100127 1.00 0.0 34.00 0.0 0.0
481 4.8 104341 1.04 12.1 34.04 12.1 0.0
494 4.2 98618 0.99 #NUM! 33.99 #NUM! 0.0
Results of routing the 10 year 24 hour storm
Use orifice = 48.0 inches
Peak outflow = 78.4 cfs
Peak Stage= 1.31 ft
Water Elevation= 35.68 msl
Peak Storage = 279533 cf
Design Spillway 63.70 msl
Length of weir 20.0 ft
P:IBALDWIN OFFICE~EMPLOYEES\tdson\~~ojetts~mallard aossing~DETENTION 10 YRads

MbL.t. ARP c~o55 tniCs
POND ~x?AKSto/~(
iES kr ovTC.t;r Sr~oc7v~ZE
300 CttO ' ~5 ~4
Outlet Q ~o = l1'~ ~~'g W = D0 + 0.4La
Pipe
diameter (Do) ~ _~
a 110
___ _ _ _Tailw r 0.5D0
. = 100 .;i' 'i
• ir` ~.
'.t
~~~1 ~
~` _~
~PQ~o 70 t ,
pro
gOA 60
~ E
,\~~t~J~50 ~ ~ ~ t
.+ :.
- .
--- ,. . ;
_.' ~ ~~
40
ti a
~ ~i
d
~:g
50 100
Discharge (ft3/sec)
3
~ r
i
.-.
r'"..
2 `~
m
N_
Q
Rf
L
a
1 ~
0
m
.~.
,i ~ U
1000
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full, maximum tailwater condition (Tw 2 0.5 diameter).
~I z Itv~ 7[;Icl~ht!y, - 2 ~ C1y55 ~ ~ ~ SfoNt
~,o ~ 0.3
8.06.4 Rev. t2A3