20000213 Ver 1_COMPLETE FILE_20000204

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
609WAA
•
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 11, 2000
Hertford County
DWQ Project # 000213
APPROVAL of 401 Water Quality Certification
James W. Mason
341 Swains Mill Road
Harrellsville, NC 27942
Dear Mr. Mason:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.39 acre
of wetland for the purpose of farm pond construction in Hertford County, as you described in your application
received by the Division of Water Quality on February 4, 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. 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 Water shed 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. 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). For this approval to be valid, you
must follow the conditions listed in the attached certification.
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. 276 1 1-7447. 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 Domey at 919-733-9646.
Si rl,
err . Steve s
Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
11
File Copy
Central Files 000213
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
http://h2o.enr.state.nc.us/wetlandc.htmI
DWQ ID: CORPS ACTION ID:
NATIONWIDE PER-MIT REQUESTED (PROVIDE NATIONWIDE PERMIT
26
PRE-CONSTRUCTION NOTMCATION APPLICATIO P4YMFIVT
?cF,
FOR NATIONWIDE PER.'vLITS TIHAT REQUBtE:
I) NO=ilCATION TO TIM CORPS OF ENGI`N'EERS 1 o
2) APPLICA.T"?ON FOR SECTION 401 CER.TTFCAT10N'
`k" %?
3) COORDLNA.ION WT11H TM NC DNISION OF COASTAL IvLaNAGEMF_'NT
SEND TIE OR?GIN AL A?YD (1) COPY OF 7HIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF T 13E CORPS OF FENGINEERS (SEE AGMNCY ADDRESSES SHEEM. SEVEN
(7) COPIES MUST BE SEMI' TO THE NC DIVISION OF WATER
QUALITY. ATTN: JOHN DOR.NEY. 4401 REEDY CREEK ROAD
RA-LEIGH. NC 27607. PLEASE PR?i iT OR TYPE. -1. OWNER'S NAN2: ----James W. Mason

Z MAn LNG ADDRESS: 341 Swains Mill Road
SUBDIVISION NAME N/A
CITY: Harrellsville STATE: North Carolina ZIP CODE: 27942
PROTECT LOCATION ADDRESS, LNCLUDTNG SUBDIVISION NAN E (IF DIFF .R= N- .''.QOM
NL4.I,D G ADDRESS ABO%F_): FSA Tract 296 - at intersection of State Road 1438
and 1441, just Northwest of Christian Harbor Church
3. TEL.B.PHONB NUIvfBER: ('HONE) _1252) -356-2670 (WORK) (252) 356-2.291
4. If A??L.ICA31.Z: AGZ:iT'5 NA. UM OR RESPONSIBLE CCR-vORATc OFFICIAL, ADD:2ESS.
PHON-S NL:.vC3ER:
LOCATION OF WORK (PROVIDE A M.42, PR=ERABLY A COPY OF USGS TOPCCRAPfUC
M42 OR AF1 kL PHOTOGRAPHY W= SCALE):
COWi TY: Hert ford • ? Ek' LIST TOW:T1: Harrell svi 11 e,_ NC
Both maps attached 1" = 2000' USGS Topo & 660 air photo coverage

DWQ/WRRO
Fax:[phone] Jan 5 '00 8:54 P.11
SPECIFIC LOCATION (INCLUDE ROAD NUMZERS, LANDMARKS. ECT_)
State Road 1438 and 1441 Northwest of Christian Harbor Church
6. 11PACTED OR NEAREST STREA.WRIVER: Dee-. weMp
RIVER BASIN: Chowan River
7a. IS PROTECT LOCATED NEAR WATER CLASSIFIED AS TROUT. TILAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WAT-r-'ZS (ORW), WATER
SUPPLY (WS-I OR WS-M? YES ( ) NO ( X ) IF YES, =LAIN:
7b. IS THE PROJECT LOCATED WTI IHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGaENI' ARE-4 OF ENVIROyLN'iAL CONCERN (AEC)? YES ( ) NO ( X )
Steve Trowell - Ext. 275
7c. IF THE PROTECT IS LOCATED WITFi?1 A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAAI (LUP) DESIGNATION? _ yes
Agricultural - See map attachment
Sa_ HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUEST? FOR USE ON THIS
PROJECT? YES ( X) NO ( ) IF YES, PROVIDE ACTION I.D. NUMB ER OF PRHVIOUS
PE.Rb=,A"ND A:NY ADDMONAL IINTFORMA71ON (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): SM at ,-chTelt o Q4 relate Tn, f?1? 1 75; PrnviaL red ??t GAS for this pond
several months earlier
8b. AR: ADDITIONAL PERIN= REQLLSTS E:CaE=r-D FOR THIS PROP-w-?TY IN TF='
FUT"cRE? Y-S ( ) NO ( X) IF YES, DESCRIBE ANTICIPATED WORIZ:
9a. ESTIMATED TOTAL NUMEERS OF ACRES IN TRACT OF LAND: -_ 133 ac.
9b. ESTIMA%cD TOTAL N`IJNSER OF ACRES OP WETT-A.N-DS LOCATED ON PROTECT SITE:
.39 acres
10a. NUMBER OF ACRES OF WETI--MNDS L'v2AC:rD BY THE PROPOSIED PROJECT BY:
7
FILLING: . 05 EXCAVATION: 0
CJ•JJ I LL
FLOODING. .34 OTHER.: 0
DRAINAGE : Q TOTAL ACRES TO BE IMPACTED: .39
10b. (1) STP.IrA,tit CHANNEL TO BE IMPACTED BY THE PROPOSED PROTECT (IF
RELOCATED, PROVIDE DISTANCE BOT"r1 BEFORE AND AFTER RELOCATION: N/A
LENGTH BEFORE. N/A ------Fr AFTER: NIA FT
WIDTH BEFORE (based on normal high water contours): NZA FT
AVERAGE DEPTH BEFORE. ` N/A - pT AF 17ER: N/A F7,
(2) STREAM CKA LNivEL IMPACTS WILL RESULT FROM: (CI-IECK ALL T"rI?,T APPLY)
OPEN Cc rILN.\ .r RELOCATION: --L/.A- PZ ACENMNT OF PIPE IN CHAN. N]m: f?
C.`iANN-EL. ,EXCAVATION: COONSTRUCTION OF A DAMIF'LOODING: X
OTHER.:
I I- IF CONSTRUCTIION OF A POND IS PROPOSED, WHAT IS TFIER SI= OF 7rM WATERSHED
I)PUINING TO THE POND? 109 ac WHAT IS THE EJECTED
POND SURFACE AREA,? 2 ac
12. DISCTIPTION QF PROPOSED WORX INCLUDING DISCUSSION OF TYPE OF '--14ECu-yYO,Ar
EQUIP-\Z.N-T TO BE USED? (ATTACH pL.ANS; 81/2 BY 11 DRAWINGS ONLY)
Construction of a short earth dam less than 15 ft. high and less than 300 ft.
long. To be built with an excavator, bull dozer, & earth moving pan and
com action tool
13. PURPOSE OF PROPOSED WORK
' r' ation of for a 1 - ;
14. STATE REASONS WHY I'I' IS BELIEVED ITIAT T=ES ACTIVITY MUST BE CARRIED OUT LN
WETL4 TDS ( INCLUDE ANY M?-.ASURES TAMN TO M]N]3412-? WFTLND 2,fP.aCTS)
water collection and storage. and for
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-- - DWO/WARD

f IF APPLICABLE WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, I= APPLICABLE. N/A
NOTE: WTLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT.
Z) EITHER THE ISSUANCE OR WAIVr.R OF A 401 DNISION OF WATER. QUALITY
C?-7RTIFICATION, AND
3) (IN ThT TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLU iA DIVISION OF COASTAL MANAGE:'vtENv I STAT'2 G T"rT=- PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL.
MANAGF. +NT PROGR.A.M.
3 ( iJ
WNER'S1A S SIGNATURE DATA
(AGE-+'T' S SIGNATURE VALID ONLY
IF AUTHOR NTION LETTER FROM
THE OWNS IS PROVIDED).
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Pf island
Landing Ridge
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Cho ber bRays Beach
37 - .. 32
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5 - - -
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Mintbnsville
Povyell Crossroads
Cedar Hill Fi ery
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Old Chal%f Cross
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ink -Neck
F,
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Boone Harrell terry
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Tar Ferry
3
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Holidays Island
QUoyd Crossroad
s R land
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Chowan Hutson Corner
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Cesson§ Mill
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Mt Rose'_ Icanp
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Meege Crossroads
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Valhalla '
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0P0 Mapped, edited, and publfshed by the Geological Survey
OV Control by USGS, NOS/NOAH, and North Carolina Geodetic Survey
e° Topography by photogrammetric methods from aerial
photographs
taken 1975. Field checked 1977. Map edited 1982
Selected hydrographic data compiled from NOS chart 12205 (1981)
This information is not intended for navigational purposes
Projection and 10,000-foot grid ticks: North Carolina coordinate
eystem (Lambert conformal conic)
1000-meter Universal Transverse Mercator grid, zone 18
1927 North American Datum
To place on the predicted North American Datum 1983
move the projection lines 12 meters south and
29 meters west as shown by dashed corner ticks
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UFM GRID AND I"t MAG
DECLINATION AT CENTS
Contour Interval N Scale 1:24000
iti' 2 Meters ? 5 Feet A 1" = 2000',-'
W "de Z C i IBC
44-
U.S. ARMY CORPS OF ENGINEERS
Zae IS
N itolg4oo WILMINGTON DISTRICT
3LtYNO JI
Y24 -
Action Id. / 994/0 97S County der
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner Tames W 0. CO
n M %.i
Address

Applicable Law: ection 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.
AI(A) 10 cj z-Nationwide Permit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section
404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water
quality certification from the N.C. Division of Environmental Management, telephone [phone]. 'For any
activity within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the 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.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date S-/9-99
- o
g 5' i
Corps Regulatory Official Telephone No. ?? SoZ? G ea(
Expiration Date of Verification
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST
BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Telephone No. ,( n
U4 ?
4i7P and Location of oroiect (water body, road name/number, town, etc.) @ 7 ac,-, S ,-tc. Le
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly maintained, including maintenance to ensure public
safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation controls must be used and maintained in effective
operating condition during construction, and all exposed soil and other fills must be permanently stabilized at the earliest
practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the movement of those species of aquatic life indigenous
to the waterbody, including those species which normally migrate through the area, unless the activity's primary purpose is to
impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or other measures must be taken to minimize
soil disturbance.
6. Regional and Case-by-case Conditions. The activity must comply with any regional conditions which may have been
added by the Division Engineer and any case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a while
river is
the
an offic ondesignatd Wild rand river" for
may be obtained from the systePm,ark Service and thelU S Forest
study status.
Service.
8. Tribal Rights. No activity or its operation may irr;pair reserved triba! rights, including, but not limited to, reserved water
rights and treaty fishing and hunting rights.
9. Water Quality Certification. In certain states, an individual state water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence
must be obtained or waived.
11. Endangered Species. No activity is authorized under any NW de Brat ollikel oje jeopardize ththe Feinu al Endangered
a threatened or erdangered species or a species propose.. or such
Species Act, or which is likely to destroy or adversely modify the critical habitat of such species. Non-Federal permittees shall
notify the District Engineer if any listed species or critical habitat might be aff acted or is in the vicinity of the project and shall
not begin work on the activity until notified by the District Engineer that the requirements of the Endangered Species Act have
been satisfied and that the activity is authorized. Information on the location of threatened and endangered species can be
obtained from the U.S. Fish and Wildlife Service and National Marine Fisheries Service.
12. Historic Properties. No activity which may affect Historic Properties listed, or eligible for listing, in the National Register
of Historic Places is authorized, until the District Engineer has complied with the provisions of 33 CFR 325, Appendix C. The
prospective permittee must notify the District Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason to believe may be eligible for listing on the National!
Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the
National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and
existence of historic resources can be obtained from the State Historic Preservation Office and the National Register of Historic
Places (see 33 CFR 330.4(g)).
13. Water Supply Intakes. No discharge of dredged or fill material may occur in the proximity of a public water supply intake
except where the discharge is repair of the public water supply intake structures cr adjacent bank stabilization.
14. Shellfish Production. No discharge of dredged or fill material may occur in areas of concentrated shellfish production,
unless the discharge is directly related to a shellfish harvest activity authorized by nationwide permit.
15. Suitable Material. No discharge of dredged or fill material may consist of unsuitable material (e.g., trash, debris, car
bodies, etc.) and material discharged must be free from toxic pollutants in toxic amounts.
16. Mitigation. Discharges cf dradczd or fill material into waters cf tf.e United S'ates must be minimized or avoided tc the
maximum extent practicabie at the prciect site (i.e., cn-site). unless the Cis'rct Ercireer has approved a compensation
mitigation plan for the specific regulated activity.
17. Spawning Areas. Discharges it spawning areas during spawnirc seascrs must be avoided to the maximum extent
practicable.
18. Obstructions of High Flows. To the maximum extent practicable, discharges must rct permanently restrict or impede
the passage of ncr ai or expected high flews or cause the relocation of the avatar (,,niess tt•:a primary purpose of the fill is to
impound waters).
19. Adverse Impacts from Impoundments. If the disc:nar_e creates an im,cundrr,ert cr `Nate', adverse impacts on the
aquatic system caused by t'ac :eiera.ed passage cf avatar ard, cr the estricti n of its f,c snali be minimized to the max ^um
extent practicabie.
20. Waterfowl Breeding Areas. Cisohar^es into breeding areas for micratori .vaterfcwl !-'us, `re .-voided to the raaximnum
extent practicable. V
21. Removal of ;empopar•/ Fii!s. Ar y tempcra y f `i!!s ust rem.cv.d in 'he tire'y arr.. ,.- ?. _ ted areas returned tc
their oreex`.sting elevation.
n4Ka
L-1 3Y3Yoa
Action ID: /999/07-5
RECEIVED i u v
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
County: 6 Concurrence Notification for NRCS Jurisdictional Determination

?QQa
J
Property Owner/Operator: .1
Address: 3L
Telephone Number: -
Farm Number or Tract: Ti`KC'??9(0
Size and Location of Property (acreage, waterbodv, road name/number, town, etc.):
1 .. %1 11 1 ? . k if .)I
Delineator/MRCS Representative: JT 6 Ce%g(..
Indicate which of the following apply:
? I concur with the wetland determination accomplished for the above described
property. As this determination does not provide information regarding the
specific limits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated, verified, and surveyed prior to any manipulation of the property.
Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
? I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
I concur with the wetland delineation accomplished for the above described
property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
which may be required prior to issuance of any permit.
? I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army (DA) permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high around. If you intend to work within any waters
or wetlands on this property, you should submit plans of your work, including all available site
information, to the Corps of Engineers for a project-specific determination of DA permit
requ
gemell Wic'6f- irements. Questions regarding DA permits should be addressed to:
at l o?S9 ? S - 161b ed-2-5
Project Manager Signature: Expiration Date: S _ t g -e e? b?
L?• ""SY +. Y'7 t Cuq'"r i ` ?WEE':
Est - x 4 p h, aa. ?;
R a
i T,
?- •. ?e`a? ?; ^ '?r? Asa ? ? ` .? ???' a , '.tt
44
.NanegYx ? C? . w x f r F
q ''? `"yry ? '? ,? ? ? t ?t C'°??'$r a ? Y• i d w ? ,, a `i
R? j1 ? ? t i? A,E b
,,,,pp? ? r 1 di. AM
l
f P
l ! F
I ? k?` ? R ?, vn. .`?:? ?' 'f S ? • fl( ?~ ?? 3R?ytirf.?, "V ,?„?.
•f d
^'N t!~y+1? ` • h = - rfF fb "a..:?''i 1 •, ,q x?, ply
?? qtr ?rs !FS •,' ?` /?
w'S
.':t "?,.rt •.'%?# ? s"re., a - ? r`.• '?. f ?>ti? "•roa,? I?.?r?y„q????•^ s?,
?,?^ F J I^/t7? ?y,?
?xAC
vfA?,,r? ?' , ?S '4?' ° 4^i„', •r ?`? -•?r '. ? f e"" yi"AU1 °„?w ..y. ? .. ?
/ ra ?? yy? aI: mwFy y}?
s ? n s .yhti???v?'???? d ?? s_, ?'?r' ?4 °?r `?,??p?ss` '? .. i ? ,? ` ?.? t ? 'i,?;•
raa's''t a > 7?? aC.r.6 Sys ;u ; r k r,},a ` f' #*• R ` s e ,+ " `.3+ I `? j " •\7q : 1
}
1 .mss ?.:, ??Y ?i nz r!?ta ?'?'?' ? a .y '? Y'`r? ?. ?• ?s ??'?;-..'
r;y '? M !k t s? ? 31y 3'% x ; k"t wK 4 d" 's44 ? F s Arr rr ? : s ?Y ? } :,p? r' ?
? ? ? ?ti s'?""! t 7??` ?r+ ? ? ,?k h '?,,Kt"r ?s ?,?i',' ? y. ?????r?r.i'e+, ? s tt ?.'•" ? a,fL C"P ??, r r,4?'% "i
`tklz'„?'h"
y n° ti
x } nY r ?1 3 ?CY A t §k °# AY 4) q-i
NJ
`? l4' r ?j? - ¢S' ? L?f ? J?? ? ? _ ?i?iR ? Y.. h 1nr ?•??'t??,?,?'T? ._?
H r,'ir a4 ? R+pw i s- ?,y? \?,?'? x t? ? C }tnY ? `f+. ° ? - w. ..,?
« ? i 1 ?y ? ??• f ? ? ? •CT. 4 r
•'? r??s ee?" ?• r.? s x a n ? lY? 1 ?? .?`*?¢ .w?• ew ii;W ?a?r? ?SNt i;. ?!? ;-:-
rlA
t
Isy?d tt'? •. SrA r v;.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Nlanual)
Vf4_\??
Project/Site: //` Date:
Applicant/Owner: s County;
Investigator: State: wc
Do Normal Circumstances exist on the site? _i? N-a Community ID: / 4 L
Is the site significantly disturbed (Atypical Situation)? Yes Transact ID:
Is the area a potential Problem Areal Yes Plot ID:
(If needed, oxplain on reverse.)
aerial
over
V days
since las
rain Z
amount
location
VEGETATION
Dominant Plant Soeclnn Strntum Indicatdor
1._ 1 n4 1 ?? _? ?/T C- Ocminant Plant Soeclat ,.S1r_otum Indicator
9. - -
2. L
?Lk,,C5!1L-*At6, T- LAC t
lo.
3. Lo
6
w
?
Y
.Z S
?-
Q /
7T
3. I r 6 ?P.? ll? ?K (1 T f 17 12.
13.
8. 14.
7. 13.
.
,
.....
Porcont of Dominant Sp.-icios that are 00L. FACW or FAC '
. c?
(axeluding PAC.).
I
nan,?rlta:
/ k, - ^

I IY[?ROLOGY
_ Placarded Dstn IOescribe in nemerka):
Stream. Lnkn, or Tide Gauge
Aerial /Aerial Photographs
/ _ Other
No Recorded Data Available Wstlerxl Nydrelooy Indlesteret
Primary Indicators-
_ inundated
_ Saturated in Upper 12 Inches
; -Water Marks
_ Drift Unto

Field Observations: _ Sediment Deposits
-Drainage Patteme in Wetlands
Secondary Indicators 12 or more required):
Depth or Surface Water: On.) _ Oxidized Root Channels In Upper 12 inches
//
> _ Water-Stalned Leaves
b On.)
Depth to Free Water in Pit: -Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (a On.) -Other IExplaln In Remarks)
Remarks: J ir (,t •? ?? - : ?S/ "=?

Landform: marsh flood plain pocosin Carolina Bay
depression toe of slope sr:epL. upland flat (interstream divide)
SOILS side slope other
(Soria* and Phud: ` .. , Drainage Class: U
Map Unit Name

Taxonomy ((Subgroup): Field Observations
Confirm Mappod Typal Ye No
Profile Description:
l
?
Depth tle'!lvier8 Mottle Texture, Concretions,
Matrix Color
Ma
i c a ono IMunsell Moist) , unaal Moist Abundance/Contrast Stnrcture, etc,
fT 16 k /?. 7, LRF16 1'76

Hydrio Soil Indicators:
_ Histosol Concretions
_ Hlsda Epipodon High Organic Contont In Surfaco Layor In Sandy Soda
_ Sulfidla Odor Organic StroakJng In Sandy Soils
•? Aqulc Moisture Regime Ustod on LOOOI Hyddr, Soils Llat
Roducinp ditlons
Lluttxl on Motiond Hyddc Soila Wat
.ZGieyal ar _
otr•C soma Colors ^ Othor (Explain In Romadcs?
Remarks:
WETLAND DETERMINATION
Hydrophydo Vegetation Present? Ye No (Grcle) (Circle)
Wodand Hydrology Prevent? . Yee jp
Hydrio Soils Present? • i? No Is this Sampling Point Within a Wetland? Yee No
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1937 COE Wetlands Delineation Manual)
Project/Site: ? ?., ? S r= p '1- l'r!Qrr &t (r y Date:
-3
Applicant/Owner: 74,.es County:
Investigator: State: G
Do Normal Circumstances exist on the site? ? N Community ID:.
Is t(ie site significantly disturbed (Atypical Situation)? Yes Transact ID:
Is the area a potential Problom Area? Yes Plot ID:
(If needed, explain on reverse.)
terial VEGETATION
rer
days
ince las,
ain 2
mount 1,73
,ocation
D Mr
'Amon
7ominant P1mrt Soociva Strntum I-neat-or Qomin n Plant Species aq.Lrntum Indicator

2. /LJ L S< to.
3 . / -
_
_

/? C
z 4. L I S S f
?f
?7
12.

r 14.
7. w QQ-iQ? n _ T? r E w 1 s. --
?.?I?d¢ra 6e..s_oin S Flew ra. ? _
Percent of Dorninnnt Spaciis tliet are OBI, FACW or FAC
(excluding rAC•). _
Romarka:

11 / NIIVLVV /
_ Recorded Date (Describe in Remnrknl:
_ Stroem, l.nkn, or T1de Gaups
_ Aerial Photographs
Other
JNo Recorded Cate Available
Wedend Hydrology Indicate?st
Pr(mdry Indicators:
tundeted
Saturated in Upper 12 Inches
i -Water Marks
Sediment Deposits
_
Drainage Pattern* in Wetlands
Field Observedons: Secondsry Indicators 12 or more required):
fin
) ? Oxldifed Root Channels in Upper 12 Inches
Depth of Surface Water: . Water-Stained Leevee
' pn
?
) coal sail Survey Deter
1
it:
Depth to Free Water In f •
_ FAC-Neutral Test
2
(in
) _ Other (Explain in Remarks)
Depth to Saturated Soil: .
Remarks:

Landform: marsh flood plain pocosin Carolina Bay
depression Cris of slope adep'_.: .,upland flat (interstreatn divide)
SOILS side slope other
M Unit Name
(8erar1°e and Phase):
Drainage Class:
Feld Observations
Taxonomy (Subgroup); Confirm Mappad Type? Yee N
Profile pescriationt i
Depth Matrix Color Mottle Colon Mottle Texture, Concretions,
finches) jLq&qjL (Mun3 II Moist) . WMunsell Moled Abundance/Contseet $tmaturs, etc,
-,
2
04, j 16 7, 6
rg "
-

Hyddo Sail Indicators:
_ Hlstosol _ Concretions
_ Hisda Eplpodon High Organic Contant In Surfaca Layor in Sandy Soils
_ Sulfldla Odor Organic Streaking In Sandy Soils
_ Aqula Moisture Regime Ustad on Load Hydria Soils Uat
Roducing Conditlons Llmtvd on Ilatlond Hydrio Soils IJot
Gleyed or Low-C);r, a Colon
r?.
_ Qthw (Explain In Rainarks?
Remarks.
WETLAND DETERMINATION
Hydrophydo Vegetation Pro ontl No (G(ale) (Circle)
Wetland Hydrology Prevent? No
Hydrio Soils Present) No Is this Sampling Point Within a Wetland? a No
Remarks: • .... v
1 ..Y 1 fly H1 ?. FI r•
f
1
eere?e v _ _ _
mss---?
r 6o-ffo.
i??
U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner JJ irrl y /rlA?o,y County // RiR ? L
Community or Group No.
Conservation Plan No.
Estimated Depth of Water to Top of Dam /4,0 Ft. Length of Flood Pool F'o D Ft.
Date of Field Hazard Investigation Z7020.19 9
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
CJocrls illcry? Q 6-4-
4000 4000 1570 /x/39
2 ! oo : a? ooa : Cure
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach IVO F rr: s hnc cr kncwr? - ?u??
J
/??uJ/?<???r? ?iynray?mF?-•?s G?.al? ?c? /?vpr-?-or-?rl ?n/? C?
7'/0
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) ez
Dam Classification (I, II, III, IV, V)

name
e
-
7-Concurred By Cr?' r"
?fiame) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7-Z0- 77
Date '7/" " !7

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Serv'
must have a hazard classification assigned b
approving the design. Most farm ponds, except t in borderlinepcases,ecanr
be classified after a complete field investigation without assuming failu
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a
Possibility property damage from a dam failure, anapprovedfbreachsroutinfe or
procedure is to be used. (Consult with the area engineer.) g
Hazard classifications of dams are made by evaluating the possibilit
for loss of life and the extent of damage that would result if the dam
should suddenly breach--that is--a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood lain. wave ght ( of
flooding) should be evaluated for a sufficienthdistanceedownstreamhuntil
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending ts,
on the valley storage, slope, and
openess of the flood plain; however in narrow stel sl
steeper than 10% should be given specialaconsideration.vaOneymethodsof
evaluation is to compare available valley storage (under flood conditions
to impoundment storage (figured to the top of the dam) for each reach )
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam
the area engineer should be consulted before making design commitments.
401
?qes W . M?so?J
?VS Pascr roN?
'7-ze - 99
73oe•rQ-
4011

?4? pp,SCr? ?N ?` Q
C
3
2
1014
920 000
FEET
4013
36015';r
3? aqq 2
678000
76045 70 000 FEET + a
45
PP??a Mapped, edited, and published by the Geological Survey
`G x Control by USGS, NOS/NOAH, and North Carolina Geodetic Survey
d Topography by photogrammetric methods from aerial photographs
taken 1975. Field checked 1977. Map edited 1982
Selected hydrographic data compiled from NOS chart 12205 (1981)
This information is not intended for navigational purposes
A...?e..a....._a to nnn ?_-• -_.... .. .. _ _
A10 c 4, 6 -S

r
,( - -

` 1
I '1• r
? 10
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-
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Ll
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oy
-
rossro:

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'
_
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??
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-
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q Christi arbor
/
a
If •,

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-

1438

1441
lks
-46

F,

1i
' i
?'asi fi•;i? -
YS•y??
- tv
j•
N-I
?Af
-? , ?•r , g v 1 1 5 ?? ,' n , Yea , . y - ? +R 4yt.y'' ? ? ?? ?' •
.tx. yJ ''? !?Z ?/Lad ?ti '`7? ?' `.•' ?' ? ? ?? ?..
` ?? ?t;t ?• ^ ' + ' r ? ' ` ?? '' f ail ' ???? ?
S - 'icy t. ? r ? z { °'^'?k • ? ?. ? ?? r'M . •`'i •? f 6
.. ?,,, .i''.?i . ? ? ,?1k' ?.' A 2?i. ?;'rt' .14. ;N:?k? l a ?.?+N ?...°.? •t?•.,..,[? '` ?'e •??
??. ?S Nye .??`:3'a ??'` ??r ;+;??" •ae?? • 4
/i?• 11
*Qll
a ?4
j j3" •s'G ? ` ?' 1 • ? ?d??i/? ? - ?` ?d rT8 ?L S \ a ? , ????,.bt 1: i?,?,-L ??/y'L ?`? Q '?v ?' t,;
7.1
_ij
f j-
03 Al
.r+. ?f ? ? '7•Q? ?r `?? >` kv ? (• ?y?a "? ? 1° 11?7,,/ a': 9 Y 1'.
ra?.;?• ? -? w ? ,? ? +,.?ma,yx?,.,
'.?.;'Al•?.L?.?4'i:?.?- -- ? f1--' e 's •? 4 +? +•., ' ? ?. ?r?..'16{"._ •a?':. ..s.
U. S. OEPARTMENT CF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SOILS INVESTIGATION
NC-ENG-538
Rev. 9/97
Name s o N SWCD .,,7/ , 4-r of
Project ++^?•. ?ir?SvM Pa?? County
'
Date S /-2-3 / q q Feld Office ?J • 40 .v
Location Sketch r'
.? y
f`

0 Y ..? N 4j

Test Pit 1 Test Pit 2 I Test Pit 3 Test Pit 4
Depth Sta: I Depth Sta: Depth Sta: Depth Sta:

i

SHWT Depth= SHWT Depth= SHWT Depth= I SHWT Depth=
PHWT Depth= I PHWT Depth= PHWT Depth= PHWT Depth=
Test Method: -Auger i Excavator Name and Title /. <-
??Y? otd50fldl nign vvarer I aria rnvv I - rermanent Hlgn water I able (cpuonal)
'"AI tMAL ENCOUNTERED IN BORINGS
;j UNIFIED CLASSIFICATION
GW - Well graded gravels'
gravel, - Poorly graded sand mix
GM - Sil gravels SC - Clayey sands; sand-cla
Silty gravels; gravel-sand-silt mix ML - Silts; silty, v fine sandsY mixtures
GC - Clayey gravels; gravel-sand-clay mix CL - Clays of sands; y
or clayey silt
SW - Well graded sands; low to medum plasticity
SP - poorly graded sands Sand-gravel mix MH - Inorganic clays of high plasticity
SM - Silty sands Elastic silts
OL - Organic silts and silty clays, low plasticity
OH - 0 anic cl s, medium to hi h plastic( Suitable material for embankment or liner available? yes ?
No
2. Explain hazards requiring special attention in design,
3. General remarks: .. a L r.d ,q
4,1 Test pit 5
Depth Tes t Pit 6
Depth Sta: D Test Pit 7 Test Pit 8
I Depth Sta: Depth Sta:
SHWT Depth=
SHWT Depth= SHWT Depth_
PHWT Depth= SHWT Depth=
PHWT Depth= PHWT peps=
SHWT - PHWT Depth=
Seasonal High Water Table PHWT - Permanent High Water Table
(optional)
DEPARTMENT OF AGRICULTURE
/"o'n CONSERVATION SERVICE
POND DESIGN - WORK SHEET 1Q-85
(Not Flood Routed)
owner , J 1MMMASON Address
y l?Ef'p? Telephone No. Location Code
DETERMINATION OF RUNOFF CURVE NUMBER FOR ANTECEDENT SOIL MOISTURE CONDITION II
(Chanter 2 - Envineerino Field MAnttAl)
Land Use Or
Cover Treatment Or
Practice Hydrologic
Condition Hydrologic
Soil Croup Acres Curve
No. Curve No.
x Acres

1

;E 3P e 'F??IA17-lkhr

I Sum of Acres =
S Sum of Product =
sum of curve No. x Acres _
Weighted Curve No. = Sum of Total No. Acres = Use CN =
GENERAL DATA I SUMMARY
Hazard Class - _ _ (NEM 520.21(e))
Drainage Area - I d-2 Ac.
Average Watershed Slope - S %*
Slope Interpolating (Correction)
(EFM Page 2-8.1) Factor -
Normal Pool Surface Area - a,D Ac.
410.( -349a= 43
Effective Height ^Fe. (NEM 520.21(d)
Storage - 9-7 Ac. Ft. (NEM 520.21(b))
< Sao dL -}?'
L
Effective Height x Storage
Engim-ering Job Class - (NEM NC 501.09
ey-e 11o ni,a[ silt )
Normal Water Level Elev.,7
Required Storage (Ft.) .+ /.9
Crest Emergency Spillway Elev. 16,h--
Emergency Spillway Stage (Hp) (Ft.) i,r
Design High Water Elev. 4-77
Freeboard (Ft.) +?
Settled Top of Dam Elev. 4P. 7
Est. Storage to Top of Dam /4;.77 Ac Ft
Overall Height (NEM 520.21(c)) ) ¢,/ Ft.
Dam Safety Inventory Size /70
(NEM NC 501.09 (NEM 520.21(f))
REQUIRED DETENTION STORAGE (PS-378) (EFM - Chapter 2, Rainfall Data Maps)
/ Yr - / Day = 3•a inches Rainfall = 1,6B Inches Runoff (EFM - Page 2-51a)
Rcquirrd (1166 In. Runoff)(/D7 Ac. DA) 1$.44. Ac. Ft. _ See sheeF,
Storage- 12 In./Ft. / S. Ac. Ft. Q Ac. Pool Ft. Use 40 Ft.
EMERGENCY SPILLWAY DESIGN (PS-378) (EFM - Chapters 2 & 11) -V SA C4h
_ 0 5Yr - / Day = Inches Rainfall = (/$9'CFS)( - -' ? = Q = 113,aOCFS
(E:F'M 11-53 to I1-54h) Retardance:_D Maximum Velocity: u/o fps Length Control Section: -0 S Ft
Discharge (q) a-S CFS/ft. Stage (Hp) = I,/ ft. Outlet Slope Range j Min ?L Max
-ltattom Width = (? _q = /i''3``.?0- a,5 _ ¢53Ft. Use -$; Ft. Use Outlet Slope = 6 %
Computed By -?0 SCJI' ,Z CIE Date
Chucked By Date

--
-------?_ --
`
Acp,
klz-
Y- .- FsD t_
?orc•-P-?e . ? _ _QH,4'-_?Loa?? 04 ark _ ?un? r?'sPr f ase , '_ _ --- -
3
/a. 57 _3 k a.¢ ?/ 3. 9 0 ?, cw w
i'rt r>?SP/?
Z'494-3 - 0D7 7/3 - cA
76, 4_ 3 = ?. B yLl.

EFM-2 ESTIMATING RUNOFF AND PEAK DISCHARGE
rient : JIMMY MASON
unty : HERTFORD
actice: EMBANKMENT POND
Drainage Area
Curve Number
Watershed Length
Watershed Slope
Time of Concentration:
Rainfall Type
State: NC
109.4 * Acres
84 *
2200 Feet
.5 Percent
1.24 Hours
DMV
Storm Number 1 2
----------------------
Frequency (yrs) ------ ------
2
24-Hr Rainfall (in) 3.7
Ia/P Ratio 0.12 0.10
Used 0.12 0.10
Runoff (in) ,:6.8'° 2.11
Unit Peak Discharge 0.286 0.291
(cfs/acre/in)
3
5
5
0.08
0.10
3.27
0.292
By: JPS
Checked:
VERSION 1.10 , -
Date: 08-06-99
Date:
4 5 6
-----
10 - ------
X53 ------
50
5.9 7.7
0.06 0.06 0.05
0.10 0.10 0.10
4.10 5.81
0.292 0.292 0.292
7
100
8.5
0.04
0.10
6.58
0.292
--------------------- ------
Peak Discharge (cfs) 67 105 131 tA2,58A 186 210
* - Value(s) provided by CN subroutine (F9)

1
EFM-2 ESTIMATING RUNOFF A ND PEAK DISCHARGE VERSION 1.10
Curve Number Computation

iient JIMMY MASON By: JPS Date: 08-06-99
County HERTFORD State: NC Checked: Date:
Practice: EMBANKMENT POND
--------- ---------------------------------- -------------------
Hydrologic -----------------
Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------
CULTIVATED AGRICULTURAL LANDS ------------------- -----------------
Row crops Straight row (SR) good 3(67) 8.6(78) 60 .9(85) 26.5(89)
OTHER AGRICULTURAL LANDS
Woods fair
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Impervious Areas
Paved parking lots, roofs, driveways
Total Area (by Hydrologic Soil Group)
8.4(73)
2.0(98) -
3 10.6 69.3 26.5
----- ----- ----- -----
----- ----- ----- -----
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 109.4 Acres WEIGHTED CURVE NUMBER: 84
-------------------------------------------------------------------------------
E
it
7 ? F
Y W W
^ W W
I A V1
120
N
• N a
raa
'1~(4
1 N N
o

?. J QG - ,v,or/N r/ 7D
sv/ r?
D./7,5a:.- Z7-l08 etc-%n
7. 4 4-
cx ? ?r ! ?C1/ ?? is rri c' i?" i .. ?.? /. to Ci / i) _ ?? ( Vc^? c ! /

C/o /r /? , , . //- ?r
4411,
4,-7 of 3 O 4 C CM
r?
0.54-
?r ,

-? _ ,3iz•88C?? X ' 94-
_ -79C''s
/rcl? -h me ?.,el C'i? Q4 /a
r a 5y-
c1cl -V77
VD/ COf `?c?lla o 4f 4-7' 7
4 7,7-
?•G c1lJ
= a a Spa Ctc = a 7, /p
= 017,/0
Vs = v,?s c•o<
s
From ?-=r r3>; i aG?e ,cl? !?J ;. - SJai
7'?l r vS ?. ?o r?-?¢

ail°1

/q/I
NC-ENG-18 U. S. Department of Agriculture
8/72 Soil Conservation Service
(formerly NC-4)
HYDRAULIC CALCULATIONS
Watershed or Project ~n/ -pGn,'J
Structure No. or Loc.
Calc. Date _ el

Ckd. Date
LOW STAGE WEIR
Crest Elev. 44,7 LOW STAGE ORIFICE
Centerline Elev.
Size = ?o
Q = CLh3/2
C 3./
1rd L = 9, d Ft.
Q = a9 h3/2 Size = 3(0
Q ca(2gh)1/2
C Q.6
a = -7,1)7 Sq. Ft.
Q = x¢_04 hl/2

Elev.
Feet
h3/2
C.F.S.
Elev. h
Feet
hl/2
C.F.S.
44,7 0 D D D c?
4- i ?
3 -_ ?- -
< o, a3 5 71 , l7
el 17, Q4
- ?.

?- i.c a9,aa /.D 24-04
4'

HIGH STAGE WEIR
Crest Elev.

Size
Q = CLh3/
C =
L = F
2

h 3/2 Q
Elev. Feet h C.F.S..
S?

5

r -7. 7

I
%o

• /if v- 02 ,D;Pe- _ c/canvk. enC! --36,7 ..- ,
CONDUIT (From 2-E-60,072)
Diam. c;:?4 Length er
Elev. h Q
Feet C.F.S.

Z, 22,, 3 Z

¢ s.7 .4/
¢ -3-1,77
' /, r 1

ELY ? a.?a
--? 33.51
5 T ¢6-9 O.a 4, D

t 7-?j aS
Z?GE-DISCHARGE SUMMARY
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(tw) Top
or Bottom
(sl) Side
STATION
232.00
275.00
281.00
300.00
320.00
353.00
380.00
400.00
410.00
450.00
500.00
550.00
575.00
Width
Width:
Slope:
FILL OR
CUT
0.00
3.20
4.00
7.70
12.40
13.00
8.40
4.00
1.80
1.40
1.00
0.90
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FILL OR CUT EARTHWORK COMPUTATION SHEET
END AREA
0.00
75.52
104.00
285.67
634.88
689.00
329.28
104.OC
34.92
25.48
17.OC
15.02
O.OC
0.0(
0.0C
0.0(
0.0(
0.0(
0.0(
0.0(
0.0(
0.0(
14
3
---------
SUM OF --------- ------------
DOUBLE
END AREAS
--------- DISTANCE
--------- VOLUME
------------
75.52 43.00 3247.36
179.52 6.00 1077.12
389.67 19.00 7403.73
920.55 20.00 18411.00
1323.88 33.00 43688.04
1018.28 27.00 27493.56
433.28 20.00 8665.60
138.92 10.00 1389.20
60.40 40.00 2416.00
42.48 50.00 2124.00
32.03 50.00 1601.50
15.03 25.00 375.75
0.00 -575.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
34,

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.09 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00
0.00
0.00 0.00 0.00

Volume
cu.ft. =
--
58946.43
----------
cu.yd. = 2183.20
% Allowance for settlement = 20
Total Volume cu.yd. = 2619.84
i-I.i,
NC-ENG-13b
S. DEPARTMENT OF AGRICULTURE Rev. 5/83
/cleariag: 5oil Conservation Service SPECIFICATIONS FOR CONSTRUCTION OF PONDS AND RESERVOIRS
All trees and brush shall be removed from the impoundment area before any water is
i impounded. Whenever practical, this clearing should be delayed until after the dam is built to
hold erosion and downstream sedimentation to a minimum. Stumps may be removed or trees may be
sawed off as low as practical and stumps left standing.
The foundation of the impoundment structure (dam) shall be cleared of all trees,
stumps, roots, brush, sod, and debris. All stumps and all roots exceeding one (1) inch in
diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will
be made of all debris.
After clearing is completed the foundation area shall be loosened thoroughly and
roughly leveled, with suitable equipment, before placement of any embankment material.
Cutoff Trench: A cutoff trench shall be excavated as shown on the plans. The cutoff trench
shall be backfilled in thin layers, not to exceed 8 inches in depth. All standing waters all
be removed trench before backfil ing is started. 0- To,/ rwzeeial -Owl e CLC-to'q-1-re e Y1a,°S to/ou7.
Embankment Construction: The material placed in the embankment shall be free of sod, roots,
stones over 6 inches in diameter, and other objectionable materials. The fill material shall
be placed and,spread over the entire fill in layers not to exceed inches in thickness. Con-
struction of the fill shall be undertaken only at such times that the omoissturrea content of the s4w an
fill, material wi 1 permit a eas G a>?? c egre ? co p`acctio?n. ?`-4 ? l a ? ,
e?pfdior-Al ?/D?AP ,,rn/P- [C?? Cc ,?s /,, )
FiiQ Materials: Borro?3 areas will be esignat??d'onie plansbYh_d assigned priority (1, 2, 3,
etc.). All fill material shall be taken from these designated areas. SCS technicians will
advise the contractor regarding the maximum depth of cut in each borrow area. The contractor
will not exceed this depth. In the event this depth is exceeded in the impoundment area, it
shall be the responsibility of the contractor, without additional cost to the landowner, to
cover the exposed area with a minimum of 2 feet of impervious material.
Riser & Conduit Pipe: When it is indicated on the plans that a riser and conduit pipe are re- Se
quired, they must be installed as a complete unit. The inlet of the riser shall be protected. /0 did
by an inverted bucket-type, or an equally effective type, of trash rack. The conduit shall be
placed on a firm f undation. Selected backfill material shall be placed around the riser and
conduit pipe in la?ers not exceeding 4 inches and each successive layer thoroughly compacted.
Anti-Seep Collars: Anti-seep collars will be of materials and dimensions, and located as shown
in the plans where specified.
Vegetated Spillway(s):- yy SpiYgqlwa?(It) will be excavated in undisturbed earth to the dimensions,
grades, slopes, and location as shown in the plans and as staked upon the ground.
Pollution Control During Construction: Stripping of embankment and borrow areas shall be done
as they are needed in a normal sequence of construction. Use temporary mulch protection on all
disturbed areas that are subject to erosion and will not have substantial additional work per-
formed for 30 days or more. Temporary stream crossing structures will be used where fording of
streams will cause excessive sediment pollution. Protection against pollutants such as
chemicals, fuel, lubricants, sewage, etc., will be provided during construction.
Vegetation: All exposed embankment, spillway, and borrow area shall be seeded QS 5houwrl on,
plans as soon as possible after construction.
Soecial Provisions:" p
heitYl- ?n -#w i-oco4in c? - art 0--Mn; ca / Dan Or
!l beetu;,?a/ f 4, every o'nI` on sun?e each
lammed /`rean?`Pnd /AadFr over- ffie ??lly 'h ? -Ae loaded Pip/xery/ 4iztit?in
?rttvtrsPd 6Y /PSS n r?//Pi- It -Se fir`!/ /. /s !zo{`
of ?17/ 40;d be /? I' ??QOt
in a dlrrcb'bn Plr,,a//el ,b 74, Ixa"' ?rzs??cySon rlxz// ?rtx?? c??-1h Pnf:/?,l w?a4?Fi
ee,-e d ?VInct)5?5. ejvb /kllne/ik (continued on back)
??rn l-Ihf lxcil4zuo 45 ae un ,_ use )dcri 2?'cavm4o? crxf ?aC.? l/??J'
.tSh ulef r?Q?er%a/ 'h
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U. S. DEPARTMENT OF AGRICULTURE NC-ENG-13C
Soil Conservation Service Nov. 1982
OPERATIONS ? ND MAINTENANCE PLAN FOR FARM POND
OWNER : ; i??r?'1?5a N
The purpose of this plan is to provide guidelines for carrying
out the routine maintenance work needed to keep this pond
operating as planned. Routine maintenance is considered to be
normal good care of the pond. Good maintenance adds to beauty,
usefulness, and permanence.
In addition severe storms that cause flow in the vegetated
spillway will likely call for maintenance, such as, replacing and
compacting soil in washes or gullies, reestablishment of
vegetation, removal of debris and the like. When such work is
necessary, the Soil Conservation Service, if requested, will
provide technical assistance to help with the repair. This type
of maintenance should be done as soon as possible after damage is
discovered.
The routine maintenance of this pond involves the following:
1. Maintenance of a vegetative cover on the dam and in the
spillway: Bahia grass and fescue is being established on
these areas. Beginning in 1989 and each year thereafter, the
dam and spillway should be fertilized with 1000 pounds of
10-10-10 per acre to maintain a vigorous stand.
2. Removal of logs, brush, or other trash from the entrance of
the pipe spillway, the grass spillway, and the face of the
dam: This should be done after each rise in the pond surface
that deposits such material. Unless this material is
removed, the pipe spillway is likely to become clogged and
the vegetation killed in the affected areas.
3. Control of weeds, brush, and trees in the grass spillway on
the dam and in the outlet channel for a short distance below
the pipe outlet: This may be done by mowing, spraying, or
chopping, or a combination of all three. this will need to
be done at least once each year and possibly twice in years
favorable to heavy growth of vegetation. You may check with
the local Extension Agent or SCS office for the latest
information on spray material and the best time to apply
them.
4. If the dam and spillway are to be grazed, be sure to remove
all livestock when grass has been grazed down to a height of
4 inches. Also, remove livestock when the dam and spillway
are wet and soft. Severe damage can be done by livestock at
such times.

5. Protection of the Grass Spillway: The spillway can be
severely damaged by uncontrolled vehicular traffic. Trails
or ruts made by such traffic could become large gullies when
outflow occurs in the spillway. If ruts or trails appear to
be forming, stop all traffic within the spillway area.
6. Erosion by Wave Action: It is not expected that erosion of
the dam by waves will be a severe problem. However, should
such erosion start, lower the level of the lake until the
water surface is about 4 feet below the eroded area.
Replace the soil that has eroded away, tamp it in place, and
resod. Fertilize when the new sod takes root. Keep the
water surface drawn down and exclude livestock until the new
sod is firmly in established.
Maintenance inspections of this pond should be made during the
initial filling, at least annually, and after every major storm.
Items to be checked should include, as a minimum, the following:
1. Principal Spillway
a. damage or obstructions to trash rack or gates
b. condition of riser and pipe
(1) signs of seepage
(2) separation of joints
(3) cracks or breaks
2. Emergency spillway
a. erosion
b. sedimentation
c. weeds, small trees, logs, fences, or other
obstructions that reduce
channel capacity or may slow or block flow
3. Reservoir Area
a. fallen or cut trees
b. undesirable vegetative growth
c. other floating or lodged debris
4. Embankments
a. settlement, cracking or "jug" holes
b. side slope stability - slumps or bulges
c. erosion and/or wave action
r,7

I
r -
d. rodent damage
e. seepage or other leakage
f. conditions and functioning of toe drains, if
applicable
g. condition and type of vegetative cover
5. Outlet Channel
a. condition of riprap and plunge pool, if applicable
(1) undermining or replacement
(2) damage or deterioration
(3) side slope stability
b. bank cutting
c. sedimentation
d. fallen trees or other debris accumulation
e. adjacent property damage
6. Fences and gates
1. general condition
(1) loose or damaged pots
(2) loose or broken wires
(3) open or damaged gates

r USDA
N RC S - REQUEST FOR CULTURAL RESOURCE REVIEW
latural Resources Conservation Service (This document is Freedom of Information Exempt)
MAIL TO: Jim Errante, CRS, NRCS, 1835 Assembly St., Room 950, Columbia SC 29201
Ph. [phone]?F/AX (803)/2?53-3670 n /
Date: 8 7- ?7 County: t7 e -?'FO v (, CJ u. if ?o c-?

(ver. 2/9;
Owners Name(s): y r'/4 ^^I
List Practice(s): /Cf???'?1 Ao N
Size of Practice(s): 24 c
%age of Ground Surface Visible: S Ao
Type of Ground Cover ie J0 o c1%4^id Cu-1 o u c
Noteworthy Characteristics (i.e. soil drainage/ terrain): /Q.4 v „v c-
Name of USGS Quad(s): 4-/r',?7 ^. -rv. G/G <S-ec '4'- ,AJCf.C.X C
(Attach a photocopy of the practice area taken from a topo map and clearly note the Ic
n(s).
If any cultural resources (prehistoric or historic) are known to exist in the immediate vicinity of the practice
area briefly describe: A16 Al e ?.voc?.?
If cultural resources are present, how did you acquire this information? A44-
National Register of Historic Places
Recollections of customer and/or adjacent land owner(s).
-- Historian, museum, or historical society.
Visual cues, such as artifacts, buildings, chimneys, walls, foundations/footing stones,
bridges, abutments, depressions, mounds, earthworks, or other landscape features etc.
Field survey will be conducted by (circle one):
Name of contact person submitting this reques
(TO BE COMPLETED BY SHPO AND/OR CRS)
CR Specialist
ER#
archaeological sites have been previously recorded within the APE of this practice.
Comments:
Signature: Date:
4017
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76*
Mapped, edited, and published by the Geological Survey
\GOe6\\?d Control by USGS, NOS/NOAH, and North Carolina Geodetic Survey
e Topography by photogrammetric methods from aerial photographs
taken 1975. Field checked 1977. Map edited 1982
Selected hydrographic data compiled from NOS chart 12205 (1981)
This Information is not intended for navigational purposes
p,nin,.Nw.. --A to MA t---
r;
US D" ent of Agriculture
Soi o nservation service
F
ENVIRONMENTAL EVALUATION
NC-CPA 16
4-92
nd. User/Owner ?' : •`, ?, l/ Oj1sQ,J County
s . Location/Tract _&._ Field Number Se?? P'4`k Acreage 2- U
? - 9a
Prepared bye? Date F-2
Brief Description of Planned Practice/RMS/Project Measure:
??-? Po w? s? r ?r 3? x ly y l
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included.in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM.
No

Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
?s assistance is within policy
Have needed permits (LAMA, DEM, Corps, etc.) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster ( -
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat
3' Is a desi
area or gnated natural
scenic area? Pl or
actions 190- area included i
rences: 190- t on 23 adjacent natural the planning will No GM 410• and .24} natural or
Yes
f yes, encourage landus
agencies, societies
mutuaI Y and a ndiv duals ttowith
satisfacto concerned
4• Does the rrive at
planning land a
(References: g area include use and treatment.
NCpM; 190_CM 410.25,100-year.
`---------_ No HIID flood Plain?
Flood Plain ma
Yes If yes'.
Is the
duets assisted action effects ion likely to have significant
in the on existing natural a
Is
there a flood plain? and beneficial Plain? Practical alte l
values r'natlve outside the flood
P oduction ood plain been
5. IS an for at leastn used for agricultural
archaeological 3of the last 5
area? (References: NCPM; historical
site located years?
Historic Places)
r/ No GM 401; National Registerlanninq
of
-'?-------_. Yes - If
pprotectioyes.. have of this steps bee _
6. area? n taken to ensure the
Are there any prime uni
the operating unit?# (Re erenor locally Important
No CeS• 310-GM)farmlands in
Yes
7 • - If yes, identify
Will the on a soils ma
action result in sodbusting? P or legend, -?`
No
8• Will the Yes
action result in
? No swampbusting?
9• Is there a Yes
Potential for controvers
No t/ Y' From whom?
Yes v
9
Yom.
permits required?/Should the person contact permit agencies?
No y Yes
-When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
°'u ,and document the appropriate action in the notes portion of this
orm
NOTES, DOCUMENTATION, FOLLOW-UP
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Hertford
County
NC CAMA
COUNTIES

r
s
/
band Use
Hertford County
1996
Residential
Commercial
Industrial
Transportation, Utility
and Communication
? Agriculture and Forest
E See Local Land Use Plan
O 2 4 6
MILES
The preparation of this map was financed in part through
a grant provided by the North Carolina Coastal Management
Program, through funds provided by the Coastal Zone
Management AcQ of 191?, as amended, which is administered
by the Office of Oceon and oac taldmnResource Management,
National Oceanic and Atmosphe