19870403 Ver 1_COMPLETE FILE_19880209

i
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary February 9, 1988 Director
Mr. H. M. Kinlaw
P. O. Box 484
Wadesboro, NC 28170
Subject: Proposed Fill in
Headwaters or Isolated
Wetlands
Kinlaw Pond
Anson County
Dear Mr. Kinlaw:
Upon review of your request for Water Quality
Certification to place fill material in a tributary to Hale
Creek, we have determined that the proposed fill can be
covered by General Water Quality Certification No. 2176
issued November 4, 1987. A copy of the General
Certification is attached. This Certification may be used
in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 26.
If you have any questions, please contact Bill Mills at
919/733-5083.
Sincerely,
original Signed By
V'Miam C. w1ills
For R. Paul Wilms
RPW/dkb
Attachment
cc: Wilmington District Corps of Engineers
Fayetteville Regional Office
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
1
P. O. Box 484
Wadesboro, NC 28170
September 15, 1987
Mr. William C. Mills, P. E.
DNRCD, Environmental Management
Water Quality
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
Mr. Mills,
Enclosed is an application for a Water Quality Certification.
This application is in reference to COE permit for a proposed
pond near Lilesville, NC.
Also included are:
- location maps
- copy of letter from COE
- Sediment and Erosion Control Plan
Thank you for your help
H. M. Kinlaw
cc: Charles W. Hollis, COE
? E C E II V ' r°o
Scn 24 `09
?sER QUAD t+'? ,t:G110?''
PFRATIONS F 7A,r!r'

'07 M
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
July 28, 1987
Regulatory Branch
SUBJECT: Nationwide Permit No. 26
Mr. H. M. Kinlaw
Post Office Box 484
Wadesboro, North Carolina 28170
Dear Mr. Kinlaw:
Reference your letter, which we received on July 21, 1987,
regarding your plans to construct a 2-acre pond near a small
stream in'Lilesville, Anson County, North Carolina. After
reviewing the project site and having our hydrologist review your
plans, it appears that you will be effecting less than 1 acre of
wetlands within the creek's headwaters.
For the purposes of the Corps of Engineers' Regulatory
Program, Title 33, Code of Federal Regulations (CFR), Part 330,
published in the Federal Register on November 13, 1986, lists
nationwide permits. Authorization was provided for discharges of
dredged or fill material into non-tidal rivers, streams, and their
lakes and impoundments, including adjacent wetlands, that are
located above the headwaters and other non-tidal waters of the
United States, including adjacent wetlands, that are not a part of
a surface tributary system to interstate waters or navigable
waters of the United States.
For this nationwide permit to be valid, you must comply with
the following conditions:
a. Any discharge of dredged or fill material will not occur
in the proximity of a public water supply.
b. The activity will not jeopardize a threatened,or
endangered species as identified under the Endangered-Species Act,
or destroy or adversely modify the cultural habitat of such
species.
• -2-
C. The activity will not significantly disrupt the movement
of those species of aquatic life indigenous to the waterbody
(unless the primary purpose of the fill is to impound water).
d. Any discharge of dredged or fill material will consist of
suitable material free from toxic pollutants.
e. Any structure or fill will be properly maintained.
f. An individual State water quality certification must be
obtained or waived. Conditions of certification will be
considered to be special conditions of the Federal nationwide
permit.,
g. The following management practices will be followed to the
maximum practical extent:
(1) Discharges of dredged or fill material into waters of
the United States will be avoided or minimized through the use of
other practical alternatives.
(2) Discharges in spawning areas during spawning seasons
will be avoided.
(3) Discharges will not restrict or impede the movement
of aquatic species indigenous to the waters or the passage of
normal or expected high flows or.cause the relocation of the
waters (unless the primary purpose of the fill is to impound
water).
(4) If the discharge creates an impoundment of water,
adverse impacts on the aquatic system caused by the accelerated
passage of water and/or the restriction of its flow will be
minimized.
(5) discharge in wetland areas will be avoided.
(6) Heavy equipment working in wetlands will be placed on
mats.
(7) Discharges into breeding areas for migratory
waterfowl will be avoided.
(8) All temporary fills will be removed in their
entirety.
-3-
The District Engineer has determined that the individual and
r` cumulative adverse effects of your work on the environment will be
minimal. Your work is authorized by nationwide permit provided it
is accomplished in strict accordance with the preceding
conditions. Please be aware that this authorization does not
relieve you of the responsibility to obtain any required State or
local approval.
If you have questions, please contact Mr. Hugh Heine,
Regulatory Branch, telephone [phone].
Sincerely,
har W. t1is
C ief, Regulatory Branch
Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
. • APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL LWATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 146-12) Department of Natural Resources and Community Development Corps of Englnra's, Wilmington District
(GS 113-229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name Cl t {1 \ (a 0 & . ??
I __a C:....• AA:.J.JI.-
B. Address
Location of Proposed Project:
A. County kYNAn-e%
B. 1. City, town, community or landmark L_'ke5 tsAc>
2. Is proposed work within city limits? Yes No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
III. Description of Project
A. 1. Maintenance of existing project
B. Purpose of excavation or fill
1. Access channel
2. New work Czn.K CLXC\ P,^ yl?' _
length width depth
2. Boat basin length width depth
3. Fill area length width depth
4. Other re n length?- width,S'Zi6Y, depth 7-4 Q?
C. 1. Bulkhead length W11 Average distancAAett waterward of MHW (shoreline)?I
2. Type of bulkhead construction (material) le?
D. Excavated material (total for projec )
1. Cubic yards { 2. Type of material c ?' ?• "?`?'r+
E. Fill material to be placed below MHW (see also Vi. A) "p
1. Cubic yards (?J-A 2. Type of material Yll? r t
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X,
C.
D.
E.
Disposal Area
1. Location
2. Do you claim title to isposal area? r -:S
Fill material source if fill is to be trucked in Kt.,
How will excavated material be entrapped and erosion controlled?
F. Type of equipment to be used kA-ac-t-e 1CIJnkrJc IYgm . W??c%
G. Will marshland be crossed in transporting equipment to project site? If yes, explain
D& F-B 1
Rev. 10/78
City or Town State Zip Code Phone

r

V. * Intended Use of Project Area (Descri e)
A. 1. Private
2. Commercial
3. Housing Development or Industrial
4. Other
B. 1. Lot size(s)
2. Elevation of lot(s) above mean high water
3. Soil type and texture
4. Type of building facilities or structures .
5. Sewage disposal and/or waste water treatment A. Existing Planned
B. Describe
6. (Land Classification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER (See CAMA Local Land Use Plan Synopsis
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes Nol.-
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? YeskNo
2. Type of discharge
3. Location of discharge
VII. Present rate of shoreline erosion (if known):
VIII. List permit numbers and issue dates of previous epart ent of Army Corps of Engineers or State permits for
work in project area, if applicable: S., n n5n
IX. Length of time required to complete project: Z
X. In addition to the completed application form, the following items must be provided:
A. Attach a the deed (with St placation only) or other instrument under which applicant
claims title to the affecte y. OR if applicant is not claiming to be the owner of said property,
then forward a c the deed or o strument under which the owner claims title plus written
rmiss rom the owner to carry out the prole on his land.
B. Attach an accurate work plat drawn to scale on 8'/z X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the a iinn and plat must. erved upon adjacent riparian landowners by registered or
certified mail or ion (G. Enter date served
D. List names d complete addresses of the ripar' landowners with property adjoining applicant's.
Such owners have ays in which mat comments to agencies listed below.
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE- , ku,
y Applicant's Signature
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`..;diment
H.
- Erosion Control Plan
for
M. Kinlaw Pond
Anson County
?n,: ;ns -- i ii -t r: of t:h i s pond wi t I be done in a manner that
w i i it r rr i z. '[•':e i and area d i sturbed. The ent i rE, pool area.
I ( l o t ;.>-c r . < c i o r d i s t u r b e d until the earth f i l l (darn)
I,_ t ,ti,-Pr) 85.5 (Approx. 4 ft. above; fisting

To cr,ntr ,1 --:Ii edimentation during the initial stages
f ns.t+ ., ;rnd the downstream s I ope of th• darn as
c.on'struct100 t.,rr-,:?5ses, a 3.5,,ft. deep sediment basin wil
bE• con tr .rr, i-,i r: thr:! stream channel . The I oc,:rt i can of thi s
ba:;. + n v: i 1:-1:r -1-1 the downstream toe*of the dam and the
outlet 0- i pipe. The size of the basin wi I 1 k,e
5 ' ,6' Y3.5' -p with 2:1 side s.,l opes as shown on the
attached drar,ino. At the completion of the project, the
acc:umu I ated -.-'raiment wi I I be removed, if necessary and
spread a1o,th- toe of the dam, and Class B -Erosion
contro I ?,tc,r,o- ck r i p - rap - 5to 15" i n s i ze> w i l l. be
ID iaced ir-+ -ti;a " d 1 m e n t basin
The cutoff tre:r:ch (core) wi I 1 be excavated and backfi I led
aT, quickly ;s ocssible. Shoutd problems and delays be
rnc:o+_rrrter-ed >r c that the excavation and backf i I I i ng to
qro -I r id surf:_:_takes longer than one week, add i t i ona I
sed i rner,t C,c!„ t: me:a.=ures may be needed downstream of the
i i:e . e in consultation with the Land Qua l i ty
P =.annei t Favetteville Regional Office of DNRCD wiJ
deter rrn i n,= t n t of these additional measu r(,?s needed.
;emeat 1 be installed in the pool area
irrirnede1,. ,n-;tre,'am of the pipe inlet. A three. foot length
,f ?1" c,r ru:; •;t plastic-tubing wi I Ir be inserted in the
th!`fladc:d e., ! -:,f the steel p i pe to produce sufficient
or the basin. (See attached drawi nq) After
- a o 1 area i s constructed, and the f i l l i s
at I e a s t 4t on 85.5 the entire-pool may be cleared.
? h r S : i r U n , , : > r . i n the poo I area w i l l be ma i ri i ned unti I
t1-;e pe r-n, ; mpound" is received by the landowner. Then
tF e th rec. f (--;t o-4: p I ast i s tubing i n.:the threaded el bow may
be removed an• *he riser pipe installed.
W l th I n thre,. d :iys after the f,.._i.?na'I grad i ng i s corn c, I ete, al I
d i turbed ,arnot covered by water wi 1-1 be
fe,rti l i-r_ed, I irr+?.C;, disked, seeded and mulched according to
spy ificat n in the pond design file.

:f•

ipt

SEQUENCE OF NSTOUCTION
for
H. M. KINLAW POND
;
i.
1) I nsta l I _:c d i rnent bas i n i n. stream; channel at proposed ,
downstream toe of dam and outlet of p i;pe..
2) Clear and grub base area of ?$'amand .borrow area for clay
fill material, ONLY.
3) Excavate the cutoff trench (core) and backf i I I with e l"6y
mate r i a l t.(.; grC,und I eve I a+!.
4) Insta l I 1) E..
5) instal I ?-r,t_ drain.

G) When hei:;ht of dam is at elevation"85.5, install 4"
corrugated mastic tubing in threaded-,elbow. Clearing of
p0OI area flliJv begin at this time.
?p
7) Complete p I ac i ng of the eart f i l-.I , clearing of the pool
area and construction of the ei`rgency spillway.
,
8) Final qr,:,ding. (smoothing and shaping to achieve nea t
*
lines and g,-ades)'
9) Place rip-rap in sediment basin at•-downstream end of
pipe. (remo,..,e accumulated sediment if necessary)
e.
10)Lime,fer=ilize, disk, seed and mulch all bare areas that
will not be covered by water.

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N6R.'rti Cnp-ol.INn N. M KIPLAW Pots o, ANsoN Co.
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EQU+2.ED CAP /A CiTY = ISIS GV;FT/..7)?,S_fTUI?.Bw ACPE?YR
D I s-r ue-gEu AR-CA lowWSTRE-EAM
43 a X 94 = 20, 304 sq. mot: O-.4"?' AC.
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W trNit? Six moLATHS
EQ0)P.F.D -BAS It? CAPACITY
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ExCAMTE -.Dovi JSTP-EAM BASIN ;5_? ? ?X 3. 5
SEE ATTACHED vat_umrc• CALCQJt A-, .OtJ. .J ..
?Aq7E AF-Tr-p- EME3AOK.MEt3T IS COMPLETED L1tAE 13ASIO WITH
ROCK RtP- KR.P

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LOCATION CODI's
PLAN OF EXCAVATED j N _ L NAN NEL 5 E:D ? m6NT BA51 tJ
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LENGTH
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