63C_StumpHoleLCID_19980813

on
71 EDTT
APR 14 1998
oMSION OF WASTE MANAGEMENT
APPROVED
u'vION OF SM10 WA► Ti MµNA ;i,LYL
DATE = = P?
I OPI
APK
FAYETTEVILLE REGIONAL OrtiCE DIVISION OF WASTE MANAGEMENT
MYEiTEVILU REGION& OFFICE
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
Past Office Box 1737
290 S.W. Broad Street
Southern Pines, NC 28388

THE STUMP HOLE LAND CLEARING
AND INERT DEBRIS
LANDFILL AND BORROW PIT
MOORS COUNTY, NORTH CAROLINA
PREPARED BY
HOBBS, UPCHURCH & ASSOCIATES, P.A.
290 S.W. BROAD STREET
SOUTHERN PINES, NORTH CAROLINA
JANUARY, 1997
HUA NO. M09606

TABLE OF CONTENTS
i. Deed Description
I Name of individual responsible for operation and maintenance of site
iii. Projected use of land after completion of LCID Landfill
iv. Anticipated lifetime of project
V. Description of systematic usage of area, operation, orderly development and completion
of LCID Landfill
vi. Earthwork calculations
vii. Seeding specifications and schedule
viR Erosion control calculations
ix. Erosion control narrative and permit
x. Description of compliance with siting criteria in Section .0564 and application
requirements in Section .0565
xi. Additional pertinent information
A. Land use zoning
B. 1" = 300' location map identifying the following within 114 mile of the site:
existing wells
potential or existing sources of groundwater and surface water pollution
water intakes
airport and runways
subdivisions
C. Geologic and hydrologic study
D. Local government approvals
E. Discussion of compliance with operational requirements within Rule .0566
F. Population and area to be served

G. Type, quantity and source of waste
H. Equipment that will be used for operating the site
I, Allocation of space for additional requested 'information

DEED DESCRIMON

JCK PACE
CAX ADDRESS �{
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TOTAL d d.
112032
ar, 21 E 17 '� 'SIG
Recording Time, Hack and P
DRAFTED BY:
D.T. SCARBOROUGH III, ATTORNEY AT LAW
No TITLE EXAMINATION
PO Box 370
PINEHURST, NC 28374
BRIEF DESCRIPTION FOR INDEX
Parcel "A" 28.10 acres PC 6 Sl 265
NORTH CAROL = WAL
OE NERAL WARRZ�LNTY DEED
tv
C7
THIS GENERAL WARRANTY DEED made this 19th day of August, 1916, by and between, SCB
Development Corp, a NC corporation (hereafter "Grantor"), and ACB Development Corp., a NC
orporation (hereafter "Grantee"), with a mailing address of 325 S. Valley Road, southern
_'fines, NC 283$7.
WITNESSETH:
The Grantor, for valuable consideration paid by the Grantee, the receipt of which is
nereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
grantee in fee simple, all that certain lot or parcel (referred to in the singular, whether
4 'ne or more) of land situated Mineral Springs Township, Moore County, North Carolina and
more particularly described as follows:
Parcel "A", consisting of 28.10 acres, as shown on survey of S.C.B., Inc recorded
in the office of the Register of Deeds of Moore County, North Carolina, in Plat
Cabinet 6, Slide 265.
RESERVING, HOWEVER, unto the Grantor and its successors and assigns, a non--
exclusive easement of egress, ingress, and regress for the benefit of Parcel "a"
as shown on the above plat, together with the right to grant additional non-
exclusive access easements to third parties over, upon and across that area
labelled "30' wide access esmt" as shown on the above plat. The access area
being defined by a line drawn parallel to and 34' easterly from the western
boundary line of Parcel, "A" as shown on the above plat.
The property hereinabove described was acquired by Grantor by instrument recorded
in Book 1192, Page 0504.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
-Page I-
c:lw?5i1oocleCe

And the Grantor covenants with the Grantee, that Grantor is seized of the premises in
ee simple, has the right to convey the same in fee simple, that title is marketable and free
and clear of all encumbrances, and that Grantor will warrant and defend the title against the
awful claims of all persons whomsoever except for the exceptions noted herein.
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns, and shall include singular, plural masculine, feminine or
eater as required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, adopting the
'esignation (SEAL) as its own, or if corporate, has caused this instrument to be signed in
he corporate name by its duly authorized officers and its seal or a reasonable facsimile
thereof to be hereunto affixed or impressed by authority of its Board of Directors, the day
nd year first above written.
iw --
CS Development Corp. Fv
a
C� o
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y: x
President
ATTESTS A _
OR E 5
SEAL
NOTARY' S ACRNC*nJa GMENT
ir'ORTH CAROLINA Z'--et COUNTY
I, Notary Public of the County and State aforesaid, certify that Charles L. Boyer
)ersonally came before me this day and acknowledged that he is Secretary/Treasurer of BCB
development Corp., a North Carolina corporation, and that by authority duly given and as the
act of the corporation, the foregoing instrument was signed in its name by its
-"resident, sealed with its corporate seal and attested by him as its Secretary/Treasurer.
Fitness my hand and official stamp or seal, this day of August, 1 96
My commission expires: �411iiN111ry7IGL _ _ _ .�
rvo R. ���i�f Notary Public
t0
v
D �080C 'U
9;ootj
North Carolina ---Moore County
The foregoing certificate of Tamara R. Dattilo,
Notary Public is certified to be correct.
This 21st. day of August,1996.
Judith M. ;;Pi. DeedsAssistant
-Page 2--
C:\WP511DOC%DCB

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Solid Waste Management
.lames G. Hunt. Jr., Governor
Jonathan 9. Howes. Secretary
William L. Meyer. Director
AUG TI
17 PM T 1FIFA ,9, �
W+35. JUD T :i V. A?kAl }
-V n - - -
LAN❑ CLEARING AND INERT DEBRIS LANDFILL NOTIFICATION
Pursuant to 15A NCAC 138 .0563{2}{a), the land owner(s) and operator(s) of any Land Clearing and
Inert Debris Landfill under two (2) acres in size shall submit this notification form to the Division prior
to constructing or operating the landfill. This form must he filed for recordation in the Register of
Deeds' Office. The Register of Deeds shall index the notification under the name of the ❑caner{sY of the
land in the county or counties in which the land is located. The Register's seal and the date, book, and
page number of recording must be included on this form when submitted to the Division. This
notification Is not valid to authorize operation of a landfill unless complete, accurate, recorded, and
submitted to the Division as required by 15A NCAC 13B .13553)2)ib).
1. Facility Name: 1C8 Development Corp. Landfill
2. Facility location {street address}: 121 Holly Ridge Road
City:Cartha-e County: Moore Zip: 28327
3. Directions to Site: From Carthage lro Lh on Hw-Y 15Qto Ed- on $inkley
to Holly Ridge RD go left approx 1000' to site on left.
4. The land on which this landfill is located is described in the deed recorded in:
deed book: AW page: 1/3c2" county: Moore
5. Name of land owner:_ JQ Deyeln=ent- Cc . -
6. Mailing address of land owner:_P.0. Box 1214 _ ry
City:Pinehurst State: N.C. Zip: 28374 a
a
7. Telephone number of land owner:f 910 1 295-4987
If the land is owned by more than one person, attach additional sheets with the name, address, r10
and phone number of all additional land owners.
Name of operator: _BC$ Develolrnent Corp. _
Trade or business name of operator: Haire
Nlaiiing address of operator: Sim
City:
Telephone number of operator:
State:
Tip:
If the landfill is operated by more than one person, attach additional sheets with the name,
address, and phone number of all additional operators.
Projected use of land after completion of landfill operations: Pasture
P.Q. Box 27687. Raleigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Cpportunity Alivmative Action Employer S. facycledi 10% Ocr-coruL mer Poor

The following are the appiicahiky, siting, and operating cri(ert., iui 6.u4eu v_"u--Z ..
Landfills operating under notification.
.0101 DEFIkf17ONS
(721 'find clearing waste' means solid wart* which is generated sareiy from land Bearing acovitias auxn as stumps. trees. Ilmbs.b"n.
grass, and ortwr natur'arly occurring vegautiva met ana).
931 "Lind cfsaring and inert debris lmdrid' means a facility for the land disposal of land cisa6ng waste. concrvie. brick, concMe bloct,
uncantaminated and. grave( end rock, untreated a" unpainted wood. and yard trash.
P741 'Yard trash' means solid wawa rasratM from iaradscaoing and yard maiinvrwice such u brush, 0rw. Crime nmbs. and similar vegetative
materiels.
.0563 APPLIGAHFU" RE01l2REMENTS FOR LAND CLEARING AND INERT DESFUS (LCID) LANDFILLS
MarAgsmem of land Gearing ano inert debris shall be in sccrwaar%ce with th* State hiarartliy ter managing solid waste u provided for under N.C.G.S.
11 130A-ZIM04(a). Disoo-sat in a landfin is considered to be the least desirable method of movie ging land Geanng and inert dabrta. Where ran offlling
it newmissary, the fequirenromm of this Rude apply.
Ill An ndlviduaz permit from rho Division of Slid Waste rvtarispsrmarrt Is not required for Land ClaarnvQ and Inert Debris ILCI❑I landfills that
meet all of the foflowing conditions:
41 The facrrrty is to be aparrted for the disoa%at cf land dearing waste, inert debris. untreated wrood. and yard trash. Oceratidn9
musrt be comlirtenr end in compliance with the focal government solid warts managamem plan as approved by the 0ivisian
of Solid Waste Management.
- (b) The total allpa"i area is under two actor in site.
(of The iacilhy and practem comply with the stung eritoria under Rule .0584, and Operational r*quir*marits under Rule .0566-
(dl The fill activity is mat exempt hnrn, and must comply with all other Federal. Stare, or Weal laws. ordinances. Rulas.
regulations, or orders. Including but not flmired to zoning resuictfona, flood plain restriCiarts. wetland rasuictinns,
sedimentation and erosion control reCuiremerits, and mining reguladans.
i21 Where an individual permit is not rammed, the loilowing sopti as.
(a) The owner of the land where the fandTi 1 is located must noV1y the Division on a prescribed form, duty signed, notarized. and
record ad as per Rule .056312)(bJ. The operrtdr of the landfill, if 6fferant from the tand awnor, shell also sign the notification
form.
(b) The owner must fi3e die prescribed notdfiwtfnn form for racordation it the Register of Deeds' office. Ths Register of Deeds
shall Index the notification in the grantor index under the name of this owner Of the land in the county or cournfea in which
the land is located. A espy of V►a recorded rravficabon, itffixad with tlia Regstar's asoI and the data, book and gaga number
of recording shall be seat to Ova Division of Solid Waste Management.
(cl When the fend on which the Land Clearing end inert Debris Landfill is sold, laasad. cormayad. or transferred lrr any manner,
the dead or other iriscrumam of transfer shall Contain in the description section in no smaller ryps than ttiet used in the body
of the deed or instrumeM a statement that the praparry has been used ail a Land Clearing and inert Debris Landfill and a
reference by book and page to the recordation of the notification.
.0664 SMNG CRITERIA FOR LAND CLEARING AND INERT DEBRIS (LCIDI LANDFi—
The following siting criteria shall ■ppty for Land Clearing and inerT Debris ILCIDI landfills:
(1) Facilities or practices, shall not be located in the 100-year fioedplain.
(21 FecilltIas ai ptocrcas she not cause or eomribute to tha taking of any andingored or threatened species of plsms. f1sh, or wild tifa.
(3) Faciktiw or pracrices shag not result In the destfu=ion or advwrsa inod'ification of the cynical habitat of ends ngsrad or thraorenod species
as identified in 50 CFR Part 17 which is hereby incorporated by reference including any subsequ*m amendmerres and editions. This
material is avvilable for inspection at the Department of Environment. Flaalth, and Natural Assources. Division of Solid WesTo
Management, 401 Oberfin Ao*d, Raleigh. North Carolina 27605 where copies can be Obtained at no cost-
(4) Facilities or prac.icds shall not damage or destroy an ■rchaeelvgieal or historical site.
(5) FaraWos or practices shall not rouse an adverse impact can a stria park, mereadon or acumic area. or any nth ar Isnds indiuded in the n a t a
nature and historic pfesarve.
(6) Facilities snail not be located in any wetland as defined in she Clean Water Act. Saction 404(b).
(7) It must b■ shown that adaqua to suitable soil% are available for cover, either from on or a sit a.
fe) Land Clearing and Inert Debris tandlNis shall mart the following surface end ground water requirements:
ia) Facilities or practices "it nun cause a diischaigo of polIvu nts into waters of tha stet■ slut Is in violation of the requirements
01 th■ National POILAtrrt Di3thug6 Fliminaoan System INPO65), under Section 402 of tha 0aan Water Art, is amended.
(b) Facilities Or rracbc*s shall not cause a discharge of dredged materials at fill matefial lute waters of the state that 1% in violation
of the requirements under Section ADA of the Glean Water Act, es amended.
(Of Fecilitias or practices shall not cause ntrr""irtt source pollution of wetsn of the statue that violates assigned water ouolfty
rtendards.
(d) Waste in tandfils with a disposal area greater than two awes shall be placed a minimum of four feet above the seasonal high
water table, accept where an alternative separation is approved by tha Division.
(0 Waste in landfills with a disposal are■ less then two acres shah be placed above the seasonal high water table.
ts) The facility shall moot the following minimum buffer requirements:
(01 50 feet from the waste boundary to oil surface waters of the stair as defined in G.S. 143-212.
(b) 100 feat from the diapas a] area I property tines. residential dweirings, commercial or public buitdrngs, end walls.
10 Sulfar rsouiramam3 Me be adjusted as necessary to insure adaqusto protection of politic health and tha environment.
(10) The facillty shall meet ail requiremems of any applicabia zoning Ordinaries.
.0500 OPERATIONAL REQVTREAAERT5 FOR LAND CLFARiNG AND iNEAT DEMS fLCMj LANDFILLS
Lend Clearing and Inert Debris ILCIDI landfills shalt meet the following operational recoremarits-.
(11 Oparafional plans shall be approved end followed as specified for the facility.
121 The fatality shall only accept those solid wastes which it is patmined to receive.
(31 Solid wane *hail be restricted to the smallest area feesibla and camoacted as densely as precdcAf irtra cells.
441 Adavuate soil cover shall be applied monthly, or when the active was reache3 one acre in sue. whichever ours first.
(51 120 calendar days after completion of "phase at disposal operadons. or upon ravM*rion ref & permit, the dsposal are& thail ba covered
with a minimum of one root of suitable soil darer *Japed td ■flow surfaca water ntnaIf in a coritro[to d mervrer. Th■ Division may reovirs
further action on order to Correct any Condition which is or may beCcme injurious to the public health, or a nuisance to the community.

Ifll Adeoaeta dresm" canoe mdavl rea, ffuxmT1/1M. Of doVicwe chap be v1Axvd to Mvvwrtt gilt from leevmg [tie 7Ite arnd to pfrvef.t excas11va
an ire■ eraelpr.
(71 Provolone ter a VVu nd cover rvfflictent to re*Vvin wroslon must be a=rrolishad wrtNn 30 waiting dtvs or 120 c.slandar dsYc uvort
oompFrdon of any Phew at tandris 44,,o pmerrt_
III) 77ta fadkty "I be adegtRtafy secured by maitne at gates. "ins. berm, fences. sic. to parent urvutbanzod ac.cass aaeePit whan an
operator is on duty. M AM&Want of O be on duty at ■4 ttmes while the landfill to even for Public use to essurs comoltsncs with
operstiaMl regltiral-to,Ca and to prrvern acceptarter of utrvtr* tad writes.
191 Atx*u made ehsfi be of MR -weather constrv0don end prOO" rnslntained.
110) Surface water shall be d#vwrted from d w working face and shall rim be frnpou nded over wana.
(III Solid wasta shall not be disposed Of In water.
1121 oven btirning of solid wrste is prohibltod.
1131 The conCentmdon of rtlptastve Qeses genrrstwd by tha fse1111y chaff riot exceed:
101 Twanty.five pament of the tower ■zpfosive Km it for the gas as in facility mijcirtnes.
tbl The layer explosive emit for the gases at the Property boundary.
11 AI Laschats shalt be praoerly managed on ahe U%rough the IL!■ of parent bait menagar»errt practices.
(is) Shotdd the Division deem 1t necessary, ground crater or m%xYdea water monttoring, pr both, rney be .eqV wd as vrovided far under Rule=
.0 60 1 ■nd Z602 of thla Subehavter.
t101 A sign 1ns4 be ooeted at the facility entrance showing the Contact name and number in ces■ of an emergency Ind the Permit number.
The permit number tegtdrement Is not ■ppI1c2bfa for feciOnes not reWrfng art individual vamfft.
Certification by Land Owner;
I certify that the information provided by me in this notification Is truer accurate, and complete to the
best of my knowledge. The facility siting and disposal operations of this Land Clearing & Inert Debris
landfill will comply with the requirements of Sections .0563, .0564 and .0566 of 15A NCAC 138,
North Carolina Solid Waste Management Rules. The facility and operations of this landfill will also
comply with ail applicable Federal, State, and Local laws, rules, regulations, and ordinances. Where the
operator is different from the land owner, I, the land owner, have knowledge of the operator's plans
to dispose of solid waste on the land and I specifically grant permission for the operation of the landfill.
I understand that both the land owner and operator are jointly and severally liable for Improper
operations and proper closure of the landfill as provided for by North Carolina General Statute 13RA-
309.27. 1 further understand that North Carolina General Statute 13OA-22 provides for administrative
penalties of up to five thousand dollars ($5,000.00) per day per each violation of the Solid Waste
Management Rules. I further understand that the Solid Waste Management Rules may be revised or
amended in the future and that the facility siting and operations of this landfill will be required to
comply with ail such revisions or amendments.
Print Dame (Owner)
North Carolina
Signature (Owner)
Date
County
f. a Notary Public for said County and State, do hereby certify
that
personally appeared before me this day and acknowledged the
due execution of the foregoing instrument.
Witness my hand and official seal, this the
(Official Seal)
My commission expires
day of
Notary Public
19
19
3
an
Uj
a
0
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n
rn

Certliication by Coiporate Land Owner:
I certify that the information provided by me in this notification Is true, accurate, and complete to the
best of my knowledge. The facility siting and disposal operations of this Land Clearing & Inert Debris
landfill will comply with the requirements of Sectiont .0563, .0564 and .0566 of I5A NCAC 138,
North Carolina Solid Waste Management Rules. The facility and operations of this landfill will also
comply with all applicable Federal, State, and Local laws, rules, regulations, and ordinances. Where the
operator is different from the corporate land owner, the corporate land owner, has knowladge•of the
operator's plans to dispose of solid waste on the land and is specifically granted permission for the
operation of the landfill. It is understood that both the corporate land owner and operator are jointly
and severally Ilable for Improper operations and proper closure of the landfill as provided for by North
Carolina General Statute 130A-309.27. It Is further understand that North Carolina General Statute
13OA-22 provides for administrative penalties of up to five thousand dollars 1$5,000.001 per day per
each violation of the Solid Waste Management Rules, It is further understood that the Solid Waste
Management Rules may be revised or amended In the future and that the facility siting and operations 4�
of this iandfi(l will be required to comply with all such revisions or amendments.
BCS Developm nt Corp.
Corporation-NaMe (Print)
Date C>
t—A ;K
Attest:
Charles L. Boyer c a
Corpor to S c tary Name (Printl
Corporate Secret y Sig lure
North Carolina
County
I, f a Notary Public for said County and State, do hereby certify
thatb� (name of secretary) personally .appeared before me this day and
acknowledged that he (or she) is secretary of _ 7�l!�'h0��— (name
of corporation), a corporation, and that by authority duly given and as the act of the corporation, the
forgoing instrument was signed in its name by its _ d �� (president or
vice-president), sealed with its corporate seal, end attested by himself for hersP) as its secretary.
Witness my hand and official seal, this the _ `� day of, V 615-18 �a
(Official Seal) 72,
Notary Public
My commission expires
North Carolina --Moore County r;�?+�ZAA1'The foregoing certificate of Tamara R, U
Dattilo, Notary Public is Certified to bey�4��' A.
correct. tea.
This 21st. day of August,1996. g 0 G00
Judith M._„Adams ,R� Deeds ltl;�H►+�`
Assistant
ra
rn

H. INDIVIDUAL RESPONSIBLE FOR OPERATION AND
MAINTENANCE OF SITE:
Alan Casavant
3625 Murdocksville Road.
Pinehurst, NC 28374
Phone No. [phone]
iii. PROJECTED LAND USE; POST DEVELOPMENT:
Closed wino public access
iv. ANTICIPATED LIFETIME OF PROJECT: 1996-2006
10 YEAR DISPOSAL SITE
LAND CLEARING AND INERT DEBRIS CALCULATION
- Waste stream: 112 CY/Day Average
Monthly cell dimensions:
2,250 CY/Month at 13' Ht. Average = 4,650 SFJMonth
Monthly cover req. (applied as final cover) =
4,650 SF x 1' Thick Cover = 173 CY/Month
1 year monthly cover req.
173 CY/Month x 12 Months = 2,076 CY + Shrinkage
Final cover req. (10 years) = 27,000 CY including 20% Shrinkage
Total borrow req. = 27,000 CY
- Total Volume Required:
291,200 cy land clearing and inert debris
+ 27,000 cy monthly and final cover
= 318,200 cy
V. DESCRIPTION OF SYSTEMATIC USAGE OF AREA, OPERATION,
ORDERLY DEVELOPMENT AND COMPLETION OF LCID
LANDFILL.
The land clearing and inert debris landfill will be constructed to allow stormwater
which is not diverted by the perimeter swales (precipitation falling directly into
the active cell) to be channeled to a temporary riser basin or sediment trap.
The progression of fill will begin at the upgradiant portion of the disposal area.
Filling will proceed toward the outer extents as the final elevation is attained.
Lumping of land clearing and inert debris will occur at a location best suited to

the existing elevation. Dumping will occur at the top of slope and debris will be
compacted by running a bulldozer up and down the slope.
Excavation for borrow material will occur as needed for monthly and final cover.
The LCID Landfill will be considered closed upon final grades being reached and
erosion control approval by the Department of Environment, Health & Natural
Resources, Land Quality Section.

vi, EARTHWORK CALCULATIONS
1. Cover Material Required:
a. Final cover required (calculated within section iv): 27,000 CY
H. Cover Material Available:
a, Total cover material available: 35,292 CY
b. 8,292 CY will be sold as borrow under mining permit.

❑ii. SEEDING SPECIFICATIONS & SCHEDULE
PERMANENT SEEDING MIXTURE
SPECIES
IMA
GERMAN MILLET 10
ANNUAL RYE 40
PENSICOLA BAHIAGRASS 60
HYBRID BERMUDA (HULLED) 25
HYBRID BERMUDA (UNHULLED) 30
TEMPORARY SEEDING IT X 1'ETRE
SPECIES RATE fL_13./ACRE)
GERMAN MILLET 120
ANNUAL RYE (GRAIN) 200
DATE
April 15 - July 1
April 15 - July I
January 1- March. 1
April 15 - July I
January 13 - March I
DATE
May I - August 25
August 25 - May I
NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED
GREATER THAN ONE WEEK AND SUBJECT TO FURTHER
DISTURBANCE. PERMANENT SEED MM SHALL BE CHECKED FOR
ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 30
SPRIGS OF BERMUDA OR BAHIAGRASS PER ONE SQUARE FOOT_
SOIL AMENDMENTS
,APPLY AGRICULTURAL. LIMESTONE - 2 TONS/ACRE
APPLY FERTILIZER AT A RATE OF 1,000 LB/ACRE (10-10-10)
�s I
MULCH - 2 TO 2 112 TONS/ACRE - SMALL GRAIN STRAW OR EQUIVALENT
COVER. -
ANCHOR - ASPHALT EMULSION ON SLOPES aQ 430 GAL./ACRE (TYPE R. S. )
MULCH ANCHORING TOOL SHALL. BE USED ON ALL OTHER AREAS.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. MOW TO 3" HT. WHEN AVERAGE HT. OF GRASS BECOMES 5".
RESEED, APPLY SOIL AMENDMENTS AND MULCH DAMAGED OR DEAD
AREAS IIVINIEDIATELY.

Sedimentation and Erosion Control Calculations
RUA No. M09606

Design Swales
OBJECTIVE: Design a Swale SWALE NO ENL SPILLWAY
PROJ. NAME CASAVANT LCID Slope: 0.05
HUA No. M09606 Erosion/Sediment Control
LOCATION: MOORE CO.
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DETERMINE Q10 Q = CIA
c= .9(PAVED) ,c=.3 {GRASS} ,c=.6 (GRAVEL)
I = 7.8 (Less than 5 min, Tc) Fig_ 8.03 E
Area (ac): 0.00 (PAVED) 24 (GRASS) 0
DESIGN STORM:
NOTE:
NAXIMUAf
Slope Condition
LINING TYPE:
Shear Stress:
1 � �1'Y�►LL��IH'�
Q10: 56-2 cfs
The velocity of the water entering a maintained veg Swale must be C5 ftls
(GRAVEL)
d =
0.324
FT
A =
11.66
FTA2
P —
37.05
FT
a =
0.032
(DEHNR, 1993)
R =
0.31
B =
35
FT
Q =
56.2
CFS
Z =
3
:1
V=
4.82
FPS
S =
0.050
FTIFT
W =
36.95
FT
LINING EM
7"=YDS
T= 1.01 Lb/SF
Q= Peak Discharge, (CFS)
d = Maximum Depth of Water, (FT)
V = Trial Velocity, (FPS)
n = Manning's "n" Coefficient
B = Bottom Width of Channel, (FT)
Z = Side Slope of Channel (Z:1)
FINISHED DIMENSIONS:
REFERENCES:
S&M SEED & MULCH
EM EXCELSIOR
SM SYNTHETIC MAT
RR RIPRAP (A,B,1,2)
RM REVETMENT
A = Cross -Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
R = Hydraulic Radius, (FT)
S = Slope of the Channel, (FT/FT)
Q = Trial Discharge, (CFS)
W = Top Width of Water in Channel,
T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 Iblcf)
D— Depth Of Flow
S= Slope Of Swale
MIN Depth = 0.82 FT
Bottom Width = 35 FT
MAX Slope = 5.00%
Side Slopes = 3 : 1
MEHNR, 1988. DEHN9 1993)

Design Swales
OMCTIVE: Design a Swale SWALE NO 1
PROd. NAME THE STUMP HOLE Slope: 0.0167
HUA No. M09606 Erosion/Sediment Control
LOCATION: MOORE CO.
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DETERMINE Q10 Q = CIA
c= .9(PAVED) ,c=.3 (GRASS),c=.6 (GRAVEL)
I = 7.8 (Less than 5 min. Tc) Fig. 8.03 E
Area (ac): 0.00 (PAVED) 12 (GRASS)
DESIGN STORM:
NOTE:
MAXIMUM
Slope Conddlon
LMING TYPE:
Shear Stress:
TERMINOLOGY:
Q10: 28.1 cf's
The velocity of the water entering a maintained veg swale must be <5 ftls
0 (GRAVEL)
d =
1.422
FT
A =
6.07
FT^2
P =
9.00
FT
n =
0.032
(DEHYR, 1993)
R =
0.67
B =
0
FT
Q =
28.1
CFS
Z =
3
-1
V=
4.63
FPS
S =
0,017
FTIFT
W =
8.53
FT
LINING EM
T=YDS
T=
1.48 Lb/SF
Q= Peak Discharge, (CFS)
d = Maximum Depth of Water, (FT)
V = Trial Velocity, (FPS)
n = Mann.ing`s "n" Coefficient
B = Bottom Width of Channel, (FT)
Z = Side Slope of Channel (Z:1)
FINISHED DIMENSIONS:
S&M SEED & MULCH
EM EXCELSIOR
SM SYNTHETIC MAT
RR RIPRAP (A,B,1,2)
RM REVETMENT
A = Cross -Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
R= Hydraulic Radius, (FT)
S = Slope of the Channel, (FT/FT)
Q = Trial Discharge, (CFS)
W = Top Width of Water in Channel,
T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb1cf)
D= Depth Of Flow
S= Slope Of Swale
MIN Depth = 1.92 FT
Bottom Width = 0 FT
MAX Slope = 1.67%
Side Slopes = 3 : 1
REFERENCES: (DEHNR, 1988, DEffNR. 1993)

Resign Swales
OBJECTIVE: Design a Swale SWALE NO 2
PROD. NAME THE STUMP HOLE Slope: 0.017
HUA No. M09606 Erosion/Sediment Control
LOCATION: MOORE CO.
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DETERMINE Q10 Q = CIA
c= .9(PAVED) ,c=.3 (GRASS) ,c=.6 (GRAVEL)
I = 7.8 (Less than 5 min. Tc) Fig. 8.03 E
Area (ac): 0.00 (PAVED) 6 (GRASS)
DESIGN STORM:
NOTE:
AfAXIM- UM
Slope Condition
LINING TYPE:
Shear Stress:
TERMINOLOGY:
Q10: 14,0 cfs
The velocity of the water entering a maintained veg swale must be <5 ft/s
0 (GRAVEL)
d =
1.092
FT
A =
3.58
FT^2
P =
6.90
FT
n =
0.032
(D,EIINR 1993)
R =
0.52
B =
0
FT
Q =
14.0
CFS
Z
3
:I
V—
3.92
FPS
S =
0.017
FTIFT
W =
6.55
FT
LINING BARE
T=YDS
T= 1.16 Lb/SF
Q= Peak Discharge, (CFS)
d Maximum Depth of Water, (FT)
V Trial Velocity, (FPS)
n = Mannines "n" Coefficient
B = Bottom Width of Channel, (FT)
Z = Side Slope of Channel (Z.1)
FINISHED DIMENSIONS:
S&M SEED & MULCH
EM EXCELSIOR
5M SYNTHETIC MAT
RR RIPRAP (A,B,1,2)
RM REVETMENT
A = Crass -Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
R = Hydraulic Radius, (FT)
S = Slope of the Channel, (FT/FT)
Q = 'Trial Discharge, (CFS)
W = Top Width of Water in Channel,
T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lblcf)
Tr Depth Of Flow
S= Slope Of Swale
MIN Depth — 1.59 FT
Bottom Width = 0 FT
MAX Slope = 1.70%
Side Slopes = 3 : 1
REFERENCES: (DEIINR, 1988; DERN1t, 1993)

Design Swaies
OBJECTIVE: Design a Swale SWALE NO 3
PROD. NAME THE STUMP HOLE Slope: 0.025
HUA No. M09606 Erosion/Sediment Control
LOCATION: MOORE CO.
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial &. Error to make the flow depth, d, result with Q = Q 10
DETERMINE Q10 Q = CIA
c= .9(PAVED) ,c=.3 (GRASS) ,c=.6 (GRAVEL)
I = 7.8 (Less than 5 min. Tc) Fig. 8.03 E
Area (ac): 0.00 (PAVED) 8 (GRASS)
DESIGN STORM:
NOTE:
MAXIMUM
Slope Condition
LINING TYPE:
Shear Stress:
TERMINOLOGY:
Q 10: 18.7 cfs
The velocity of the water entering a maintained veg swale trust be <5 ft/s
0 (GRAVEL)
d =
1.132
FT
A =
3.84
FT^2
P=
7.16
FT
n =
0.032
(DEHVA 1993)
R =
0.54
B =
0
FT
Q =
18.7
CFS
Z =
3
:1
V=
4.86
FPS
S =
0.025
FT/FT
W =
6.79
FT
LINING EM
T=YDS
T=
1.77 Lb/SF
Q= Peak Discharge, (CFS)
d = Maximum Depth of Water, (FT)
V = Trial Velocity, (FPS)
n = Manning's "n" Coefficient
B = Bottom Width of Channel, (FT)
Z = Side Slope of Channel (Z: 1)
FINISHED DIMENSIONS:
S&M SEED & MULCH
EM EXCELSIOR
SM SYNTHETIC MAT
RR RIPRAP (A,B,.1,2)
RM REVETMENT
A = Crass -Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
R = Hydraulic Radius, (FT)
S = Slope of the Channel, (FT/FT)
Q = Trial Discharge, (CFS)
W = Top Width of Water in Channel,
T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb/cf)
D= Depth Of Flow
S= Slope Of Swale
MIN Depth = L63 FT
Bottom Width = 0 FT
MAX Slope = 2.50%
Side Slopes = 3 : 1
REFERENCES: (DEHNA 1988; DERAR 1993)

TRP&WEIR.xLS
SEDIMENT TRAP SIZE REQUIREMENTS
THE STUMP HDLE
HUA N0.M09606
SED. TRAP SIZE
WEIR
SIZE
_
NO.
LGTH
WDTH
AREA
STORG
DPTH
AREA
WDTH
LGTH
AREA
AREA
INT
010
WEIR
Denud
Denud
Denud
(C.F.)
(FT.)
(S.F.I
(FT)
(FT)
IPAVED
GRASS
tc<5min
us
12"flow
(AC)
(AC)
1
4.0
7200.0
3.5
2057
32
65
0.00
4.00
7.8
9.41
4.,0
2
3.5
6300.0
3.5
1800
30
61
0.001
3.50
7,8
8.21
4.0
3
4.0
7200.0
3.5
2057
32
65
0.00
4.00
7.8
9.4
4.0
€ OCK DAM
1
1
1.0
1800.0
3.51
514
16
33
0.00
12.00
7.8
28.1
9.4
2
1
1 0.5
900.0
3.51
257
111
24
0.00
8.00
7.8
18.7
6.2
Page 1

CASAVANT LCm AND BURROW PIT
RLSER BASIN CALCULATION
Size Riser Basin No. 1
Riser Basin No. I
Denuded Area: 15.5 Acres
Storage:
15.5 Acres at 1,800 CFIAere = 27,900 CF
27,900 CF 13' Deep = 9,300 SF
9,300 SF at 2.1 L x W= 137' L x 68' W
Q25: (.3)(7.87)(24) = 56 CPS
Size Principle Spillway:
Outlet eL 414.2
Minimum capacity. 24 Acres at .2 CFSIAC = 4.8 CPS
H Avail:
40'at.01=A'
3' storage depth
1' additional depth to emer. spillway
Total H = 4.3'
QPipe=
Dia: 12"
Q = 6.42 (table 8.07a)
Size Dewatering holes:
A _
(T)(cd)(20,428)
A. _ (9.300)(2)(2)) 37,200
(8)(.6)(20.428) = 98,054 = .38 SF
.38 SF at .003 SF/hole (112" holes) = 126 holes
4.5" O.C. w/m crop valleys
Riser Diameter:
Pipe Conduit = 12"
Riser dia. = 12" x 1.5 = 19"
Size Emergency Spillway
Q25: 56 CPS - 4.0 CFS (primary spillway) = 52 CPS
Try 5% slopes w135' bottom width
n: .032 (Bermuda grass)
Z: 3:1
Yn: .32'
V: 4.8 ft./sec. (excelsior mat regwred)
Check shear stress:
T = (62.4)(.22)(.05) = 1.01 lb./SF

Size Riprap Velocity Dissipater_
4 CFS through 12" barrel
Class A riprap (Dso 4")
8' L
Wt=1.5x3=4.5'
Wz = 9.5'
Anti -Flotation Device:
- displacement
3' Ht. x n .75'2 = 5.3 CF
5.3 CF x 62 lb./CF = 3281bs.
328 lbs. -. 85 lb./CF (cone.) = LICF
Black Size = 3'W x 3'L x 1.5' DP. = 13.5 CF

ix. EROSION CONTROL NARRATIVE
1. OBTAIN AN APPROVED SOIL AND EROSION CONTROL PLAN.
2. INSTALL SILT FENCE, TEMP. DIVERSIONS, ROCK DAM, RISER
BASIN, CULVERTS, DISSIPATERS AND/OR OTHER MEASURES AS
SHOWN ON THE APPROVED PLAN.
3. CALL FOR ON -SITE INSPECTION BY THE N.C.D.E.H.N.R. LAND
QUALITY SECTION.
4. BEGIN CLEARING, GRUBBING AND GRADING. MAINTAIN
MEASURES AS REQUIRED.
5. ALL DISTURBED AREAS ARE TO BE PLANTED SUFFICIENTLY TO
RESTRAIN EROSION AFTER THE COMPLETION OF ANY PHASE OF
GRADING. WHEN AVERAGE HEIGHT OF TURF BECOMES 5
INCHES, MOW TO A 3" HEIGHT.
6. INSTALL SLOPE DRAINS AND TEMPORARY DIVERSION SWALES
AS FINAL ELEVATION IS ATTAINED.
7. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE
STABILIZED AND WHEN VEGETATION IS ESTABLISHED, CALL
FOR ON -SITE INSPECTION BY THE SEDIMENTATION AND
EROSION CONTROL OFFICE.
8. MAINTAIN EROSION CONTROL DEVICES PERIODICALLY AFTER
ALL RUNOFF PRODUCING RAINS,
9. WHEN SITE IS CLOSED, CALL FOR PRELIMINARY FINAL
INSPECTION.
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,
SEED AND MULCH ALL DISTURBED AREAS AND CALL FOR
FINAL INSPECTION.

PART OF +► (3-C
State of North Carolina
Department of Environment,
Health and Natural Resources 1 • ■
Fayetteville Regional Office
James B. Hunt, Jr., Governor p E H N F�
Jonathan B, Hawes, Secretary
April 24, 1997
Mr. Alan, Casavant APR !+ a 1997
BCD Development Corporation
PO Box 1214
Pinehurst, NC 28374
Re: Approval of Sail Erosion and
Sediment Control Plan
Stump Hole LCID Landfill
Moore County, NC
Dear Mr. Ca savant :
The review of the above referenced erosion control plan has
been completed.
The plan has been found to be acceptable subject to the
following stipulations:
1. The velocity in ditch No. 3 exceeds the recommended
velocity for a grass lined ditch. As a minimum, armore
material, such as rip rap, should be provided in this
ditch.
2. This project is located in a high quality water zone.
All regulations concerning high quality water zones
should be followed (see enclosure).
3. Enclosed is a Certificate of Plan Approval which must be
displayed at the job site.
4. This project is subject to the National Pollutant
Discharge Elimination S stem (NPDES) for point source
stormwater discharges from construction activities.
Enclosed is a copy of the necessary permit information.
Please contact Mr. Ken Averitte, Division of
Environmental Management, at [phone] for further
assistance regarding this permit.
Wachovia Building. Suite 714. Fayetteville � FAX [phone]
North Carolina 283C 1-5043 �� C An Equal Opportunity Affirmative Action Employer
NVoice 910-486- T 41 5D°/. recycled/ 10% post -consumer paper

Mx. Alan Casavant
Page 3
9_ Following the completion of the project, you should
notify this office to schedule a final inspection. The
purpose of this inspection is to ensure that all erosion
control requirements have been met.
This approval is subject to the satisfactory performance ❑f
the erosion control measures under field conditions. Should it be
determined that the requirements of the Sedimentation Pollution
Control Act of 1973 (GS 113A, 51-66) are not tieing met, revisions
to the plan and its implementation will be required.
This permit allows for a land disturbance, as called for on
the application plan, not to exceed 17 acres and/or the limits of
the submitted plans. Exceeding these limits will be a violation of
this permit and would require a revised plan and additional
application fee. Amendments to the plan should be submitted to
this office under the same procedures as followed for the original
plan. This plan approval shall expire three (3) years following
the date of approval, if no land -disturbing activity has been
undertaken, as is required by Title 15A NCAC 42 _0029.
Title 15, Section 4B .0017 (A) of the North Carolina
Administrative Code regires that a copy of the approved plan be on
file at the job site and that inspections of the project be made by
this office to ensure compliance with the approved plan.
We look forward to working with you on this project.
Si erely,
3
erald Lee
Assistant Regional Engineer
Land Quality Section
GL/bt
Enclosure
CC: Daniel W. Sundberg, ASLA
Giles D_ Hopkins
Jonathan S. Thomas
Ken Averitte
Project Name.: Stump Hole LCID Landfill
Location: Moore County, NC
Submitted By: Hobbs, Upchurch & Associates
Date Received By LQ: April 14, 1997
River Basin: Cape Fear

IL DESCRIPTION OF COMFLiANCE WITH SITING CRITERIA
IN SECTION .0564
Siting Criteria for Land Clearing and Inert Debris (LCID) Landfills
The following siting criteria shall apply for the Stump Hale Land Clearing and Inert Debris
(LCID) landfill and borrow pit:
The facilities will not be located in the 100-year floodptain (see attached firm map).
The facilities will not cause or contribute to the taking of any endangered or threatened
species of plants, fish or wildlife (see attached letter).
The facilities will not result in the destruction or adverse modification of the critical habitat of
endangered or threatened species as identified in 50 CFR Part 17 (see attached letter).
4. The facilities will not damage or destroy an archaeological or historical site (see attached
letter).
5. The facilities will not cause an adverse impact on a state park, recreation or scenic area, or
any other lands included in the state nature and historic preserve since these facilities do not
exist at the site (see attached letter).
6 The facilities will not be located in any wetland as defined in the Clean Water Act, Section
404(b) (See the application plan sheets for wetland delineations).
7. Adequate suitable soils are available for cover from on/off site.
8. The land clearing and inert debris landfill will meet the following st dkoe and groundwater
requirements:
a) The facilities will not cause a discharge of pollutants into waters of the state that is in
violation of the requirements of the National pollutant Discharge Elimination System
(IVPDES), under Section 402 of the Clean Water Act, as amended (Permit pending).
b} The facilities will not cause a discharge of dredged materials or fill material into waters of
the state that is in violation of the requirements under Section 404 of the Clean Water Act,
as amended_ Due to the high quality waters adjacent to the site, the erosion control
devices are designed to perform at 75% efficiency.
c) The facilities will not cause non -point source pollution of waters of the state that violates
assigned water quality standards (Permit pending).
d) The waste will be placed a ► i im= of four feet above the seasonal high water table (See
the attached report by Engineering & Environmental Sciences Company).
9. The facility will meet the following minimum buffer requirements. -
a) 50 feet from the waste boundary to all surface waters of the state as defined in G. S. 14
212.
b) 100 feet from the disposal area to property lines, residential dwellings, commercial or
public buildings and wells.
10. The facility shalt meet all requirements of any applicable zoning ordinance (see attached
zoning regulations which were: passed aRer this permit application was submitted).

I VOW �V loo-
hAiIOHAL FLOOD INSURANCEPROGRAM
FIRM
FLOOD INSURANCE RATE MAP
MOORE COUNTY,
NORTH CAROLINA AND
INCORPORATED AREAS
PANEL 90 OF 225
4SEE MAP INDEX FOR PANELS NOT PRINTED)
CONTAINS:
COMMUNITY NUMBER PANEL SUFFIX
WHISPERING PINES,
VILLAGE OF 370464 0090 C
UNINCORPORATED AREAS 370164 0090 C
PANEL LOCATION
MAP NUMBER:
37125CO090 C
EFFECTIVE DATE:
DECEMBER 15, 1989
1 n •-t

State of North Carolina
Department of Environment. 71A
Health and Natural Resources 4V
7
Division of Parks & Recreation
.lames B. Hunt, Jr.. Governor 01111MI AN EL
� � H N F�
Jonathan B. Howes, Secretary
Dr. Philip K. McKneily, ❑lrector
May 23, 1997 MAY 2 S 1997
Mr. Daniel W. Sundberg, ASLA
Hobbs, Upchurch & Associates, PA
P.D. Box 1737
Southern Pines, NC 28388
SUBJECT: Rare Species, High Quality Natural Communities, Critical Habitats or
Natural Areas at the Proposed band Clearing, Landfill, and Borrow Pit Sites
South of Hillcrest, Moore County, N.C.
Dear Mr. Sundberg:
The North Carolina Natural Heritage Program does not have records of known rare species, high
quality natural communities, or significant natural areas occurring at or within a 1-mile radius of the
proposed land clearing inert debris landfill, and borrow pit south of Hillcrest in Moore County. To
our knowledge this project area has not been systematically inventoried and we cannot definitively
state that rare species or significant natural areas do not occur there.
Enclosed is a list of rare species that are known to occur in Moore County. If suitable habitat for any
of these species occurs in the project area, then those species may be present at the project site. If
it is necessary to be certain that this site does not contain rare species, a field survey would need to
be conducted.
Contact me at the address below or call me at [phone], if you have any questions or need
further information.
Sincerely,
(� 0
Susan Reece Giles
Information Specialist
Natural Heritage Program
ISMRG
Enclosure
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX 919-71&3085
An Equal Opportunity Aftmat" Action Employer 50%recycled/ 1096 post -consumer paper

These ranks are determined by The Nature Conservancy's system of measuring rarity and threat status. "Global" refers to worldwide
ranks and "State" to statewide ranks.
STATE RANK DEFINITIONS
S1 Critically imperiled in North Carolina because of extreme rarity or otherwise very vulnerable to extirpation in the state.
S2 Imperiled in North Carolina because of rarity or otherwise vulnerable to extirpation in the state.
S3 Rare or uncommon in North Carolina_
Sal Apparently secure in North Carolina, with many occurrences.
S5 Demonstrably secure in North Carolina and essentially ineradicable under present conditions.
SA Accidental or casual; one to several records for North Carolina, but the state is outside lire normal range of the species.
SH Of historical occurrence in North Carolina, perhaps not having been verified in the past 25 years, and suspected to be still
extant in the state.
SR Reported from North Carolina, but without persuasive documentation for either accepting or rejecting the report.
SX Believed to be extirpated from North Carolina.
SU Possibly in peril in North Carolina, but status uncertain; more information is needed.
S? Unranked, or rank uncertain.
$ Rank of breeding population in the state. Used for migratory species only.
~N Rank of non -breeding population in the state. Used for migratory species only.
_Z_ Population is not of significant conservation concern; applies to transitory, migratory species,
GLOEAL RANK DEFINITIONS
G1 Critically imperiled globally because of extreme rarity or otherwise very vulnerable to extinction throughout its range.
G2 Imperiled globally because of rarity or otherwise vulnerable to extinction throughout its range.
G3 Either very rare and Iocal throughout its range, or found locally in a restricted area.
G4 Apparently secure globally, although it may be quite rare in parts of its range (especially at the periphery).
G5 Demonstrably secure globally, although it may be quite rare in parts of its range (especially at the periphery).
GH Of lustorical occurrence throughout its range.
GX Believed to be extinct throughout its range.
GU Possibly in peril, but status uncertain; more information is needed.
G? Unranked, or rank uncertain.
G_Q Of questionable taxonomic status.
T_ Status of subspecies or variety; the G rank refers to the species as a whole.
UNNINIC ■L
Species names marked with 1, 2, 3, or 4 asterisks indicate historic, obscure, or incidental records_
* Historic record - the species was last observed in the county over SD years ago.
•• Obscure record - the date and/or location of the species observation is uncertain.
* "* Incidentallmigrant record - the species was observed outside of its oormal range or habitat.
***" Historic, Obscure, and Incidental record.
Scientific and common names listed in parentheses are synonyms listed in US Fish and Wildlife Service, I992, Endangered and
Threatened Species of the Southeastern United States (The Red Book).
NC NATURAL HERITAGE PROGRAM, DIVISION OF PARKS AND RECREATION, DEHNR FEBRUARY 1997

SCIENTIFIC AND
COMMON NAME
Moore
Vertebrates
AIMOPEULA AESTIVALIS
BACHMAN'S SPARROW
CONDYLURA CRISTATA POP 1
STAR -NOSED MOLE - EASTERN NC POPULATION
ETHEOSTOMA COLLIS
CAROLINA DARTER
ETHEOSTOMA MARIAE
PINEWOODS DARTER
HEMIDACTYLIUM SCUTATUM
FOUR -TOED SALAMANDER
HETERODON SIMUS
SOUTHERN HOGNOSE SNAKE
HYLA ANDERSONII
PINE BARRENS TREEFROG
LANIUS LUDOVICIANUS LUDOVICIANUS
LOGGERHEAD SHRIKE
*M[CRURUS FULVIgS
EASTERN CORAL SNAKE
MOXOSTOMA ROBUSTUM
ROBUST REDHORSE
NOTROPIS MEKISTOCHOLAS
CAPE FEAR SHINER
PICOIDES BOREALIS
RED -COCKADED WOODPECKER
*PITUOPHIS MELANOLEUCUS MEL.ANOLEUCUS
NORTHERN PINE SNAKE
RANA HECKSCHERI
RIVER FROG
SCIURUS NIGER
EASTERN FOX SQUIRREL
SEMOTILUS LUMBEE
SANDHILLS CHUB
SISTRURUS MILIARIUS
PIGMY RATTLESNAKB
Invertebrates
ALASMIDONTA UNDULATA
TRIANGLE FLOATER
ALASMIDONTA VARICOSA
BROOK FLOATER
*AMBLYSCIRTES ALTERNATA
LEAST FLORIDA SKIPPER
AM13LYSCIRTES REVERSA
REVERSED ROADSIDE SKIPPER
ATRYTONE AROGOS AROGOS
AROGOS SHIPPER
*CALEPHELIS VIRGINIENSIS
LITTLE METALMARK.
*ERYNNIS MARTIALIS
MOTTLED DUSKY WING
*EUPHYES BIMACULA
TWO -SPOTTED SKIPPER
STATE FED. STATE GLOBAL
PROT. PROT. RANK RANK
Sc
FSC
S3B,S2N
G3
Sc
-
S2
G5T2Q
Sc
-
S3
G3
Sc
-
83
G3
Sc
-
S3
G5
SR
FSC
S3
G4G5
SR
-
S3
G4
Sc
-
S3B,S3N
05TS
SR
-
St
G5
Sc
FSC
S1
G?
E
LE
Sl
G1
E
LE
S2
G3
Sc
FSC
S3
G5T4
Sc
-
SH
G5
SR
-
S3
G5
Sc
-
S3
03
SR
-
S3
65
T
- S2
G4
T
FSC S2
03
SR
- S2?
G3G4
SR
- S3?
G4
SR
FSC S1
G4T1T2
SR
- S3?
G4
SR
- S3?
04
SR
- S2?
G4
NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARKS AND RECREATION, DFIE" F'E BRUARY 1"7
Data compiled using 8011 s4twn" developed by The Naftn* Conaervancy.

SCIENTIFIC AND
STATE
FED.
STATE
GLOBAL
COMMON NAME
PROT.
PROT.
RANK
RANK
FIXSENIA FAVONIUS ONTARIO
SR
-
S3?
G4T4
NORTHERN HAIRSTREAK
FUSCONAIA MASONI
T
FSC
S]
G2
ATLANTIC PIGTOE
GOMPHUS PARVIDENS CAROLINUS
SR
FSC
S2?
G4T?Q
SANDHILLS CLU13TAIL DRAGONFLY
*HESPERIA ATTALUS SLOSSONAE
SR
-
S2S3
G4T3
DOTTED SKIPPER
HESPERIA MESKEI
SR
-
S2?
G4?
N ESKE'S SKIPPER
INCISALIA IRUS
SR
-
S3?
G4
FROSTED ELFIN
LAMPSILIS CARIOSA
T
FSC
S 1S2
G4
YELLOW LAMPMUSSEL
*MITOURA HESSELI
SR
-
S2?
G304
HESSEL'S HAIRSTREAK
SATYRWM EDWARDSII
SR
-
S2?
G4
EDWARDS' HAIRSTREAK
SATYRIUM KINGI
SR
-
S2S3
G3G4
KING'S HAIRSTREAK
STROPHITUS UNDULATUS
T
-
S 1S2
G5
SQUAWFOOT
Vascular plants
AMORPHA GEORGIANA VAR GEORGIANA
E
FSC
S2
03T2
GEORGIA INDIGO -BUSH (= GEORGIA LEADPLANT)
ASTRAGALUS MICHAUXII
C
FSC
S3
G3
SANDHILLS MILKVETCH
BAPTISIA ALBF.SCENS
SR
-
S2
04
THINPOD WHITE WILD INDIGO
CARER EXILIS
T
-
Si
G5
COASTAL SEDGE
CARER TENAX
C
-
Si
G5?
WIRE SEDGE
CLADIUM MARISCOIDES
SR
-
S2
G5
TWIG-RIJS14
DANTHONIA EPR IS
SR
-
S2
G3?
BOG OATGRASS
DESMODIUM OCHROLEUCUM
C
-
S1?
G203
CREAMY TICK TREFOIL
*DIDIPLIS DIANDRA
SR
-
SH
G5
WATER PURSLANE
DIONAEA MUSCIPULA
C-SC
FSC
S3
G3
VENUS FLYTRAP
ELEOCHARIS ROBBINS11
C
-
S2
G405
ROBBINS'S SPIKERUSH
ERIOCAULON AQUATICUM
SR
-
S2
G5
SEVEN -ANGLED PIpEWORT
EUPATORIUM RESINOSUM
T-SC
FSC
S2S3
G3
RESINOUS BONESET (= PINE BARRENS BONESET)
GAILLARDIA AESTIVALIS
C
-
St
05
SANDIMLS GAILLARDUI
KALMIA CUNEATA
E-SC
FSC
S2
G3
WHITE WICKY
NC NA11TRAL HERITAGE PROGRAINI, NC DIVISION OF PARKS AND RECREATION, DEBNR PTBRUARY 1997
Data compiled wing BCD sWtware developed by The Nature Conservancy.

SCIENTIFIC AND
STATE
FED.
STATE
GLOBAL
COMMON NAME
PROT.
PROT.
RANK
RANK
LECHEA TORREYI
C
-
S1
G4G5
TORREY'S PINWEED
LILIUM IRIDOLLAE
CJPT
FSC
S 1
GIG2
SANDEM- S BOG LILY
LINDERA SUBCORIACEA
E
FSC
S2
62
BOG SPICEBUSH
LOTUS HELLERI
C
FSC
S3
G3
CAROLINA BIRDFOOT-TREFOIL
NESTRONIA UMBELLULA
SR
-
S3
G4
NESTRONIA
*PANICUM TENERUM
SR
-
S2
G4
SOUTHEASTERN PANIC GRASS
PHACELIA COVII.LEI
C
-
S2
G2?Q
BUTTERCUP PHACELIA
PHASEOLUS SINUATUS
C
-
S3
G3
SANDH]LLS BEAN
PORTERANTHUS ST'IPULATUS
SR
-
S2
G5
INDIAN PHYSIC
POTAMOGHMN CONFERVOIDES
C
FSC
S2
G3G4
CONFERVA PONDWEED
PYXIDANTHERA BARBULATA VAR BREVIFOLIA
E
FSC
S2
G4T2
SANDHILLS PYXIE-MOSS
RHUS MICHAU3UI
E-SC
LE
S2
G2
MICHAUX'S SUMAC
RHYNCHOSPORA CRINIPES
E
FSC
S1
G 1
ALABAMA BEAKSEDGE
RHYNCHOSPORA MACRA
E
-
S1
G3G4
SOUTHERN WHITE BEAKSEDGE
RHYNCHOSPORA OLIGANTHA
C
-
S2S3
G4
FEATHER BRISTLE BEAKSEDGE
RHYNCHOSPORA SCIRPOIDFS
SR
-
S2
G4
LONG -BEAK BALDSEDGE
RUDBECKIA HELIOPSIDIS
E
FSC
S1
G2
SUN FACING CONEFLOWER
SAGITTARIA ISOETIFORMIS
SR
-
S 1
03G4
QUILLWORT ARROWHEAD
SCHOENOPLECTUS BTUBERCULATUS
SR
-
S3
0304
CANBY'S BULRUSH
*SCHOENOPLECTUS SUBTERMINALLS
SR
-
S2
G4G5
SWAYING BULRUSH
SC14WALBEA AMERICANA
E
LE
S1
G2
CHAFFSEED
SCUTELLARIA LEONARDII
C
-
S ]
G4
SHAL&BARREN SKULLCAP
SOLIDAGO GRACILLIMA
SR
-
S1S2
G4?
GRACEFUL GOLDENROD
SOLIDAGO ULIGINOSA
SR
-
S I S2
G4GS
BOG GOLDENROD
SOLIDAGO VERNA
HIPT
FSC
S3
G3
SPRING -FLOWERING GOLDENROD
STYLISMA PICKERINGII VAR PICKERING11
E
FSC
S2
G4?T2T
PICKERING'S DAWNFLOWER
TRADESCANTIA VMGINIANA
SR
-
S1
G5
VIRGINIA SPIDERWORT
NC NATURAL HERITAGE PROGRAM, NC DIVISION OF PARES AND RECREATION, DEIE%-R FEBRUARY 1997
Mta compiled udag BCD softwa m developed by The Nature Caagervamey.

SCIENTIFIC AND
STATE FED.
STATE
GLOBAL
COMMON NAME
PROT. PROT.
RANK
RANK
TRIDENS CAROLINIANUS
C -
S3
G3?
CAROLINA TRIODIA
UTRICULARIA GEMINISCAPA
C -
S1
0405
TWO -FLOWERED BLADDERWORT
XYRIS CHAPMANII
C -
S2
03
CHAPMAN'S YELLOW -EYED -GRASS
XYRIS ELLIOTTIl
SR -
S I
04
ELLIOTT'S YELLOW -EYED -GRASS
XYRIS SCABRIFOLIA
C FSC
S2
G3
ROUGHLEAF YELLOW -EYED -GRASS
Natural communities
BASIC MESIC FOREST (PIEDMONT SUBTYPE)
- -
S2
G5T3
BASIC OAK —HICKORY FOREST
- -
S3
G4
COASTAL PLAIN LEVEE ,FOREST (BLACKWATER SUBTYPE)
- -
S3
G5T4
COASTAL PLAIN SEMIPERMANENT IMPOUNDMENT
- -
S4
05
COASTAL PLAIN SMALL STREAM SWAMP (BLACKWATER)
- -
S5
G5
MESIC MIXED HARDWOOD FOREST (PIEDMONT SUBTYPE)
- -
S4
G5T5
MESIC PINE FLATWOODS
- -
S3
GS
PEATLAND ATLANTIC WHITE CEDAR FOREST
- -
S2
02
PIEDMONT LONGLEAF PINE FOREST
-
S 1
G i?
PIEDMONT MAFIC CLIFF
- -
S 1
GIG2
PIEDMONTICOASTAL PLAIN HEATH BLUFF
- -
S3
G4?
PIEDMONTILOW MOUNTAIN ALLUVIAL FOREST
- -
S5
05
PIEDMONT/MOUNTAIN LEVEE FOREST
- -
S3?
G5
PINEISCRUB OAK SANDHILL
- -
S3
04
ROCKY BAR AND SHORE
- -
S5
G5
SAND AND MUD BAR
- -
S5
G5
SANDHIILL SEEP
- -
S2
G2
STREA dMAD POCOSIN
- -
S3
G4
UPLAND POOL
- -
S 1
GI
VERNAL POOL
- -
S2
G3
XERIC SANDHILL SCRUB
- -
S4
G5
NC NATURAL HERPfAGE PROGRAM, NC DMSION OF PARKS AND RECREATION, DEHNR FIMRUARY 1997
Data compiled using BCD softww-e developed by The Nature Conservancy.

DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants `1�� 15,997
P.O.
Box 891 • Southern Pines, N.C. 28388
[phone] • Fax [phone]
11 July 1997
Mr. Dan. Sunberg
Hobbs, Upchurch & Associates
Consulting Engineers
290 S. W. Broad St
Southern Pines, NC 28387
Dear Dan:
This letter is in response to your request for information on Rare Species, High Quality
Natural Communities, Critical Habitats, or Natural Areas at the site of the Stump Hole Land
CIearing and Inert Debris Landfill and Borrow Pit in Moore County, N.C.
The 28.10 acre landfill site is located 4.0 miles south-southwest of Carthage, south of SR
1251. an 8 April 1996, Patricia M. Purcell and I conducted a biological reconnaissance ❑ftlus
property while delineating jurisdictional wetlands. The site was forested with second -growth pine
and hardwood forest. Approximately the eastern 60% of the property supported on old field
conu-nunity dominated by mostly pole -sized loblolly (Pines taeda) and shortleaf pines (Phills
ecliirrata). The western portion of the site supported a stand of second -growth xeric hardwoods
with scattered pines. Dominant hardwoods included southern red oak (Qzlercus falcala), host
oak (Q. slellala), sweet guns (Liquidainbar styracifhra), and mockernut hickory (Carya
towetrlasa) in the overstory, and flowering dogwood (Carters florida), sourwood (Qxydendi-vm
arbareurn), blackjack oak (Q. marilandica), and red maple (Acer rubr7rrn) in the understory.
Yroumd cover was sparse except within wet ands. Approximately two-thirds of the site had been
cultivated in the past, including most of the wetlands. There are no perenn;al streams onsite.
There was no evidence of fire within the last 2 decades_
The biologists conducting the reconnaissance are familiar with rare and protected species
listed by the State of North Carolina or the U.S. Fish and Wildlife Service for the Moore County
area. Habitats for most species of concern (frequently burned Sandhills communities, pocosin
ectones, and aquatic) were absent_ The site formerly supported Piedmont longleaf Pine Forest,
but this community type is no longer evident. A diabase outcropping ❑ccuis on adjacent property
to the South.
Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting

Pines on this and adjacent properties are too young to constitute red -cockaded
woodpecker (Picoides borealis) (RCW) nesting habitat. No RCW cavity trees were seen, and the
nearest known active cluster is approximately 5 miles to the south. Limited amounts of habitat
capable of supporting Michaux's sumac (Rhus michauxii) and Nestrorria (Nestronia umbellula)
occur onsite. The entire property was walked and no individuals of these species were detected.
Sumac habitat was poor because of the closed canopy and litter accumulation present on the
previously uncultivated portions of the property.
Based upon our reconnaissance, we concluded that there were no Rare Species, High
Quality Natural Communities, Critical Habitats, or Natural Areas on the landfill site.
Sin er ly,
�.
^
VV
r. JL . Carter III
Environmental Consultant

JUN 12 1997
North Carolina Department of Cultural Resources
James & Hunt Jr., Govemor
Betty Ray McCain, Secretary
June 10, 1997
Daniel W. Sundberg, ASL4
Hobbs, Upchurch & Associates, PA
P.D. Box 1737
Southern Pines, NC 28388
Re: STumphole Land Clearing and lfi iert Debris Landfill and
Borrow Pit, Hillcrest vicinity, Moore County, HUA No.
M09606-P, ER 97-9230
Dear Mr. Sundberg:
Thank you for your letter of May 15, 1997, concerning the above project.
Division of Archives and F[istory
Jeffrey J. Crow, Director
We have conducted a search of our maps and files and have located the following structure
of historical or architectural importance within the general area of the project:
"River" Daniel Blue Farm (MR 68). East side of NC 15.501 just south of junction
with SR 1835. This property is listed in the National Register of Historic Places.
The project as proposed will not affect the historic property.
There are no known archaeological sites within the proposed project area. Based on our
present knowledge of the area, it is unlikely that any archaeological resources which may
be eligible for inclusion in the National Register of Historic Places will be affected by the
project construction. We, therefore, recommend that no archaeological investigation be
conducted in connection with this project.
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 ai 36 CFR Par; 800.
Thank you for your cooperation and consideration. if you have questions concerning the
above comment, please contact Renee Gledhill -Farley, environmental review coordinator, at
919/733-4763.
Sincerely,
ZA_,el­aI4�5
David Brook
Deputy State Historic Preservation Officer
DB:slw
109 Cast Jones Street • Raleigh, North Carolina 27601-2807 ���

AN ORDINANCE
REGULATING THE PLACEMENT OF
LAND CLEARING AND INERT DEBRIS LANDFILLS
IN MOORE COUNTY, NORTH CAROLINA
IN PURSUANCE OF AUTHORITY CONFERRED BY GENERAL STATUTES 153A-121,
122 & 123 OF THE GENERAL STATUTES OF NORTH CAROLINA; AND FOR THE
PURPOSE OF PROMOTING T'TE PUBLIC HEALTH; SAFETY; AESTHETIC QUALITY OF
THE ENVIRONMENT; AND GENERAL WELFARE; THE ORDERLY DEVELOPMENT OF
THE COUNTY OF MOORE: LESSENING CONGESTION IN THE ROADS AND
DANGERS: PROVIDING ADEQUATE LIGHT; AIR AND WATER: PREVENTING
OVERCROWDING AND FLAGRANT MISUSE OF LAND WHEN THE PUBLIC INTEREST
IS INVOLVED. AVOIDING UNDUE CONCENTRATION OF POPULATION: AND
FACILITATING THE ADEQUATE PROVISION OF TRANSPORTATION SEWERAGE
AND SANITARY LANDFILLS: SCHOOLS; PARKS; PUBLIC RECREATION AREA AND
OTHER PUBLIC REQUIREMENTS:
THE BOARD OF COMMISSIONERS OF THE COUNTY OF MOORE, NORTH CAROLINA,
DO ORDAIN AS FOLLOWS:
ARTICLE I TITLE
L 1 Tille
This Ordinance shall be known as the Land Clearing and Inert Debris Landfill Ordinance of the
County of Moore. -North Carolina and may be cited or referred to as the Landfill Ordinance.
ARTICLE II GENERAL PROVISIONS, ADMINISTRATION AND ENFORCEMENT
2.1: DefinitiQn of Land clearing and Inert Debris Landfill
A lot, plot, parcel or area of land upon or in which stumps, trees, limbs, brush, grass and other
naturally occurring vegetation material, concrete, brick, concrete block, uncontaminated soil,
gravel, rock, untreated wood, unpainted wood only can be placed,
2.2 Exemptions
Not withstanding any other provisions of this Ordinance the placing of any Land Clearing or Inert
Debris materials on a lot, plot or parcel that was generated on or came from the property on
which it was placed, by the owner of the property, is exempt from the provision of this Ordinance.
2.3 A0 ministration
The Planning and Zoning Administrator is hereby designated as the Administrative Official of
this Ordinance.

2.4 Penalties for Violations
A. Misdemeanor
After the effective date of this Ordinance, any person who, being the owner of any land located
within the jurisdiction if this Ordinance, who thereafter develops or uses or allows the
development or use of his or her land in violation of this Ordinance shall be guilty of a
Class #3 misdemeanor. Moore County, though its attorney or other official designated by the
Moore County Board of Commissioners, may enjoin illegal development or use of property as a
Land Clearing and Inert Debris Landfill by action for injunction. Further, violators of this
Ordinance shall be subject, upon convictions, to fine and/or imprisonment as provided by
G.S. 14.4.
B. Continuinz Violations
Each day's continuing violation of this Ordinance shall be separate and distinct offense.
C. civil PCngily
The violation of any provision of this Ordinance shall subject the offender to a civil penalty in the
amount of $100.00 per day to be recovered by the County. Violators shall be issued a written
citation which must be paid within ten (10) days.
D. E ui le Rem i
This Ordinance may also be enforced by appropriate equitable remedies issuing from a court of
competent jurisdiction.
E. (Qmbin Won of Remedies
Nothing in this section shall be construed to limit the use of remedies available to the County,
which may seek to enforce this Ordinance by using any one, all, or a combination of remedies.
2_5 Fees
The or property owner developer or operator shall pay to the County a non-refundable fee, at the
time of submitting an application for a proposed Land Clearing and Inert Debris Landfill for
approval, in the amount of $100.00 or as the Board of Commissioners may establish, from time to
time, in a schedule of fees.
ARTICLE III LAND CLEAi; G AND INERT DEBRIS LANDFILL$
3.1 )h
A Land Clearing and Inert Debris Landfill may not be less than two (2) acres in size,

3.2 Access
Access to a Land Clearing and Inert Debris Landfill must be from a road, street etc, that is a
State Department of Transportation maintained road or a private roads, that has a right-of-way
width of at least thirty (30) feet and a cleared or driveable area of not less than twenty (20) feet.
Any ingress or egress that does not abut one of the above road, entrance, etc. must also have a
row width of not less than thirty (30) feet and a cleared and driveable area that is adequately
maintained of at all times and that is at least twenty (20) feet in width.
3.3 Buffer
A densely planted vegetative or dense naturally vegetative strip or a combination of the two that
is not less than fifty (50) feet in width, of continuous evergreen composition or other approved
plants, trees, or shrubs native to the area, which must be not Iess than six (6) feet in height within
one (1) year, shall be provided along all property tines (except for an ingress and/or egress that
shall be not more than thirty (30) feet in width)_ The planted and/or natural buffer must be
maintained in a natural living condition at all times.
ARTICLE IV FROCEDURE FOR SECURING APPROVAL OF A LAND CLEARING
AND INERT DEBRIS LANDFILL
4.1 Land Clearing and Inert Debris Landfill P!ZrFnit AppligAtion Procedure
A, Prior to developing, opening or operating or expanding a band Clearing and Inert Debris
Landfill the property owner, developer or operator shall make application to the Moore
County Planning Board for a permit to develop, open, operate or expand such a landfill.
The applicant shall submit to the Moore County Planning Board no less than fifteen (15)
business days prior to a regularly scheduled meeting, at least fifteen (15) black or blue
line prints of the proposed landfill that has been prepared in accordance with the
requirements of this Ordinance -
The applicant shall provide a list of the names and addresses of all adjacent property
owners along with one (I) set of business (# 10) envelopes with typed addresses to
each person on the list. These addressed envelopes and the list shall be submitted at
least ten (10) work days prior to the Planning Board Public Meeting at which the plan is
to be reviewed. CERTIFIED MAIL with a RETURN RECEIPT REQUESTED must
be attached to each prepared letter/envelope to insure property owner notification. These
fees and all postage shall be paid by the applicant.
B. The application shall contain a plan, drawn to a scale of fifty (50) feet to one (1) inch or
larger and shall include the following;
The names and addresses of the property owner(s), operator(s) or developer(s)
and the designer or Registered Surveyor or Professional Engineer, if the plans
are drawn other than by the property owner, operator or developer.

2. Date, scale and approximate North arrow.
Boundaries of the tract, parcel, plot or lot shown with bearing and distances.
4. The site plan shall also show buffers, ingress and egress, surrounding land usage
and any other specific information pertinent to the parcel, plot or lot.
5. A Vicinity map showing the location of the parcel, plot or lot.
5. The names for each adjoining property owners shown on the parcel, plot or lot
they own.
7, Land contours with vertical intervals of not less than ten (10) feet.
S. When an expansion is being applied for, the size and location of any existing
area that is being operated as a Land Clearing and Inert Debris Landfill.
9. A letter or other certification of approval must be submitted from the North
Carolina Department of Transportation, as to the safety and design of the access
or entrance on to a State Maintained Street or Road from the landfill.
4.2 Review of the Proposed Landfill Plan
I. The Moore County Planning Board shall review the proposed Landfill, Plan to determine
if it is in accordance with the requirements set forth in this Ordinance.
2. If the Moore County Planning Board, finds after, review that all requirements have been
met, the plan shall be approved, approved with modifications or conditions or denied. if
the plan is approved with modifications or conditions the modifications or conditions are
to be attached in writing to the plan. Once approval, approval with modifications or
conditions or the application is denied a copy of the plan with any modifications,
conditions or reasons for denial shall be given in writing to the owner, operator or
developer.
3. In the case of denial because all the requirements of this Ordinance were not met, the plan
maybe resubmitted when all requirements have been met, with no additional fee required,
provided the plan is resubmitted with in ninety (90) days of the notice of rejection or
denial.
43 Issuance f m li rPermit
A. After approval has been given by the Moore County Planning Board the Administrative
Official is authorized to issue a Temporary Land Clearing and Inert Debris Landfill
Compliance. The intent of this Temporary Land Clearing and Inert Debris Landfill

Compliance is to enable the property owner, developer or operator to secure a permit
from all appropriate Departments of the State of North Carolina and to enable the
construction of any ingress, egress, buffer or other modification or conditions attached to
the plan.
B. If the proper permit has not been or is not obtained from all appropriate Departments of
the State of North Carolina and/or compliance with all the terns of approval by the Moore
County Planning Board have not been completed within one hundred and eighty (180)
calendar days from the date of approval of the Plan by the Moore County Planning Board,
the Plan and Temporary Land Clearing and Inert Debris Landfill Compliance shall be
null and void and a new application must be submitted
C. When the property owner, developer or operator has secured all the appropriate
Departments of the State of North Carolina permits and has completed all requirements
for the Plan, he shall apply to the Administrative Official for a Landfill Clearing and Inert
Debris Landfill Compliance Permit. The Adtrunistrative Official shall make an on -site
inspection to insure that all requirements have been complied with before issuing such a
Permit.
D. The Land Clearing and Inert Debris Landfill Permit issued to the applicant shall constitute
the authority from Moore County to operate the Landfill.
E. Violation of any the requirements or provisions of the Ordinance or the Permit constitutes
grounds for refusing to issue or to revoke the Land clearing and Inert Debris Landfill
Permit. Operating a Land CIearing and Inert Debris Landfill that is created, developed or
expanded, as elsewhere provided in this Ordinance, after the adoption of this Ordinance,
without a valid Land Clearing and Inert Debris Landfill Permit is a Class 93 misdemeanor
punishable by fine or imprisonment as provided by G.S. 14.4. Sec. 2AA and/or as
elsewhere provided in this Ordinance.
ARTICLE V. OTHER LEGAL PROVISIONS
5.1 Jurisdiction
Upon and after the adoption of this Ordinance these regulations shall govern each and every
created, built, developed or expanded Land Clearing and Inert Debris Landfill within the
jurisdiction of the County of Moore, outside of the jurisdiction of any incorporated municipality.
5.2 Separability
Should any section or provision of this Ordinance be declared by a court of competent jurisdiction
to be unconstitutional or invalid, such decision shall not affect the validity of the Ordinance as a
whole or of any other section or provision thereof which is not itself declared unconstitutional or
invalid.

5.3 Am ndments
The Board of County Commissioners may from time to time amend this Ordinance. No
amendment shall be adopted by the Board of County Commissioners until it has held a Public
Hearing which has been duly advertised according to State law.
3.4 A!�=&tion end Conflicting Res~ulations
It is not intended that this Ordinance repeal, abrogate, annul, impair or interfere with any other
existing easements, covenants, deed restriction, agreements, rules, regulations, ordinance or
permits previously adopted or issued pursuant to law. However, where this Ordinance imposes
greater restrictions, the provision of this Ordinance shall govern.
5.5 Efl'csive Date
This Ordinance is hereby adopted by the Board of County Commissioners of Moore County,
North Carolina, and declared to take effect and be in force this the
day of 19 D
Michael R Holden, Chairman
Moore County Board of Commissioners
:L �
t
ol T. Thomas, Clerk
ore County Board of Commissioners

DESCRIPTION OF COMPLIANCE WITH APPLICATION
REQUIREMENTS IN SECTION .0565
Application Requirements for Land Clearing and Inert Debris (LCID) Land0s.
1. Information required for review of LCID application.
a) The approval letter from the Deputy Zoning Officer dated July 17, 1996 is enclosed in
Appendix D. Additional zoning approvals, if applicable, will be submitted by the Owner.
b) The county road map showing the site location is attached to permit application plans.
c) The bottom elevation of the water table is shown on the permit application plans.
d) Refer to compliance with Section .0564 siting criteria within this section.
e) A copy of the legal description is enclosed within this application.
2. Refer to the enclosed aerial photo and property map for the location of all homes, buildings,
public and private utilities, roads, wells, watercourses and impoundments. Refer to the
enclosed FEMA, FIRM map for the 100 year flood plain. There are no parks, scenic or area
recreation area boundaries on this site (refer to enclosed letters).
3. Development and design plans and details depict the locations of all required items within this
section. Refer to section ix for the erosion control permit.

xi. ADDITIONAL PERTINENT INFORMATION

A. Land Use Zoning

R
Planning and Community Development
P. O. Sox 905
Carthage. NC 28327
[phone]
July 17, 1996
OF
170 n
F°F NosrH �w�A
Wounly 0� ce'V-4100re
Mr. Allan G. Casa ant, President
BCB Development Corporation
P.O. Box 1214
Pinehurst, NC 283 74-1214
Dear Mr. Casavant,-
Code Enforcement Division
[phone]
Addressing Division
[phone]
This is to advise that property located in Moore County, NC and identified as being in Mineral
Springs Township (06), Map # 105, Block 1, Lot 7 consisting of 87.83 acres +/- as of the date of
this letter is not located in an area of Moore County that is governed by the Moore County
Zoning Ordinance. This property is further identified by P1N # 856500899474 and as per legal
description recorded in Deed Book 489, Page 171. Therefore it is permissible to have a state
authorized Land Clearing and Inert Debris Landfill.
Please contact me if you should have any further questions.
Your truly,
t
Thomas P_ Marsh
Deputy Zoning Officer
Is

B. T" = 300' Map

C. Geologic $k Hydrologic Study

yhri ` NIT)") 7�ry� Ear'• ir. "`!i ce_ z _ - •},
SUBSURFACE EVALU T16 _, _;
-
STUMP HOLE LC I D LANDFILL AND gQRROW X -• -
MOORE COUNTY, N,Ca
�. ::
October 8, 1996
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I 'Ir
- -i r'
a
Perform6i Forp•;
Mr, Daniel V. 5undbp g, A. S.L.A.
Hobbs, Upchurch-°&:-A"0ciates, P.A.
P. o. Box 1737:'
Southern Pines, NC 28388
Performed By:
Engineering & Environmental
Science Company
3008 Anderson Dr., Ste. 102
Raleigh, NC 27609
P2�

CIS
ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DHIVE. SUITE 102
RALEIGH. NC 27609
[phone]
October 8, 1996
Mr. Daniel W. Sundberg,rA.S.L.A.
Hobbs, Upchugl & Assac�3terSJ�,`�''i,'�{�'J ;J?tT`?
P . 0. Box 173.E .]:Tt ;rx Z N�'� �i.".. =;h : ± _ ._* I::'�. 7j .
Southern Pines, NC 2836W4 � =`�ti�C'�, •-'_-0X
RE: Subsurface Evaluation
Stump Hole LCID Landfill and Borrow Pit
Moore County, NC , ^�
Dear Mr. Sundberg:
Engineering & Environmental Science Company (E2S) has completed the
subsurface evaluation for the proposed Stump Hole Land Clearing and
Inert Debris Landfill and Sorrow Pit at the above -referenced site.
Following is a brief discussion of this project, subsurface
conditions, evaluations and recommendations. More detailed
information is contained in this report.
The placement of a Land Clearing and Inert Debris Landfill on the
ridges of the property appears feasible. Shallow perch water
conditions are possible and the base of the landfill can be
constructed at the existing ground levels. Alternatively, the base
of the landfill could be constructed at 5 feet below ground surface
if a 6-foot deep ditch is provided upgradient from the landfill.
We appreciate serving Hobbs, Upchurch & Associates on this project.
Please contact us if you have any questions about this evaluation.
Sincerely,
�. Patrick Sh' lingto E.
President
V.i�r..illaJ 37f:9�. •?
�v � -
Xo "_
l rx=

TABLE OF CONTENTS
Page
1.0 INTRODUCTION... ..........a....--•--......................:1-
z
2.0 FIELD TESTING .............................................
3.4 SUBSURFACE' -CONDITIONS .... ...... :. ...
4. Ck ' ' EVALUATIONS f AND RECOMMEND'AtiaNs`.-.'::-; ':". . { .fir -'- - .i C:t' ,-. i r- - --• ��: �...
- `TABLES
Table No. 1: Water Level and Potentiai Seasonally } 't
High Water Levels. ....2.
FIGURES
Figure
' 1.: �
Site cinity...... . ..; ...Attachment.' i
Figure
2:
Boring }Lacatioris. , .: - .'. , ::. ;..-....::.:.
' . Attachment {A
Figure
3:
Moore County USDA Soil Survey..........:''..
Attachment A
Figu
4:
Stratigraphic-Cross-section
th dirgh B-1. B_i & B-5..
,
.' .Attach ment"A
Figure
5:
Stratkqjraphic•'Cross-section
Figure
G:
` through B=3 & B-4... .......Attachment
Stratigraphic Cross-section
A
_ r_. . ,
through B-2 & .B�-3 : ... _�
: , Attachment A
-E
Figure
'7:
�'Stratigr'aphie Cross=seetiorx `
through B-5 & B-4............
Attachment'A
Figure
S:
Possible Landfill Location...,. ....
-.,.Attachment A
ATTACHMENTS
Att;Adhhient
A:. Fi gui''s s
Attc' ctiiuent
IB':. -Bo ing `Lvg
V
e$

"cv 1
LCID Landfill.
❑ INTRODUCTION
The proposed Land Clearing and Inert Debris L,and.fill is to-cated on
approximately ' 29 acres of Iand' that is south"of' gr rik16e ' 5,oad in
Moore County, North Caro lina1tf4,y,�g4r�,_ I)� � iThe, .exact ..,phys�caI
lacatinn of the landfill' an.df I ats bottom e�evation -have riot been
established at this time. Hobbs, Upchurch & Associates has
provided a map showing the subject property and general topographic
relief for this ey4gation. air b .-
:LO ' FIELD EVALtlfAT ION
Five (5) hand auger borings were -conducted on the subject property
to.4_epths of 5.75 feet to 12.0 feet below grp nd.level, (Figure,,2).
The, locatipns and ground elevations of tAe borings were riete aned
i 1 a 711 ' i __ u r rY .
y. Carl `A.r Sa iuelson, RLS�,. ,
During the hand augering, a l GeA;� c�lnical �E�ngineer viJually
classified the soil in the fie1d. by i�he_LUnifie i_r5Oil_Classif cation
system. - To evaluate the _.pate tjal `seasonally- 1g3i"maxis? um water
table, soil color was based ---or 't�e ,Winsel Steil Color Charts
Existing groundwater levels we e--,detOrl-mj e'd' apptdximately' 24' hours
after completion* o±-the 'borings. `' ya,: r re_measured1_7tn the
nearest, 4 . L foot. - -
3. ;SUBSU FACE WNDITION$
Details of
the subsurface coiid ions
encountered in the
borings are
presented
in the baring lags in
Attac"S.
Gener l�ized
subsurface
conditions, based on the
A.ft�
tindzn� ��� 'thg :
bor tii 5_"and
review of
the Moore County USDA Soil
fS_ I ).
Survey,' are described below.
Based on the Moore County USDA Soil Survey, the predominant soil
types at the subject site consist of Fuquay., Ailey and Mayodan
series. The Ailey and Mayodan soil types, which are located at
mid -slopes and valleys, have seasonally high water tables of
greater than 5 feet. Fuquay soil types located on the ridges have
temporary perched water conditions within 4 feet to 6 feet below
ground surface during the months of January through March (Figure
3).
The five (5) borings were generally located within the Fuquay soil
type. Subsurface soils typically consist of about 2 inches of
organics and root material, underlain by granular soils (SM, SC,
SM/SP) that continue to depths of 2.75 feet to 3.25 feet below
ground surface. After these depths, cohesive soils (CL, CH, CL/CH
and ML) are dominant and extend to depths 4.5 feet to 7 feet below
ground surface. After these cohesive soils at Borings B-2 and B--3,
the subsurface materials grade to predominantly granular soils to
termination of the borings. At Borings B-4 and B-5, the cohesive
soils continued to termination of the borings.

Page 2
LCID Landfill
The hue of
The value u
chroma•was
than 4 was
soil types.
the Soil color varied at 2.5Y,. 5Y, 5YR, 7.5YR and 10YR.
as N8, 51 6, and 7 and chroma ranged from Q to 8. The
predominantly within.the 4 to 8 range, and,chroma less
typically found as mottling_.in.the slow -draining "CL"
i.
Approximately 24 hours after conducting the borings, water levels
were measured in each of the borings. The water levels generally
were I greater than 9. 7 !feet :below ground: surface , in each of the
borings except B-1. At B-1; , the: water -level was 4.6 feet below
ground surface.`
The"'.following table summarizes the water level measurements and
possible seasonally high water level at each of the borings. The
possible seasonally high water table,is based on chroma value of.3
or less in the soil.
Table No. 1: Water Level and Potential Seasonally High Water
Levels
Suring
Boring`
24-Hour WL,
Max
Elevation
'Elevation
Location.
Elevation,
ft.
'Seasonal
24-Hour WL,
Max
-
4t.
WL, ft.-
ft.
Seasonal
WL, ft..
438,4._
4.6
5.8
433.8
433.4
438.1
10.3
3.5
427.8
434.6
3
428.6
Dry - 10'
3.25
>418.6
425.4
4
427.7
9.7
4.5
418.0
423.4
__T
5
_r
435.6
10.9
6.0
424.7
429.6
4.0 EVALUATIONS AND RECOMMENDATIONS
The subject property has topography that consists of ridges and
valleys. As per the USDA soil Survey of Moore County, Fuquay soils
are present at the ridges. Ailey soils and Mayodan soils are
located at the side slopes and the valleys. The Fuquay soils
commonly have perched water levels of 4 feet to 6 feet below ground
surface during the months of January through March. The Ailey and
Mayodan soils have seasonally high water levels of greater than 6
feet below ground surface (Figure 3).
62S

Page 3
LCID Landfill
The- soil borings were -conducted on the ridges of� the site within
the Fu- quay soils, where' the shallowest groundwater- .conditions would
be -expected.- At the lower valley floors, shallow .groundwater would
also be expected and - some ' wetland conditions were netted ,•I from
studies conducted by others at this site. Figures 4 through 7'show
typical cross -sections of the site with estimated groundwater
conditions.
Temporary perch water conditions are possible at.,the site -and the
condition was found at B-•1. .This condition was, - not found at the
other borings during the time of field work, but it -is evident, that
soil conditions are present that would be conducive to temporary
conditions. During prolonged precipitation levels, water could be
temporarily trapped by the surf icial sandy soils that overlie
slower -draining cohesive soils. ; The chroma::value of.: the --;soils
generally do not indicate a prolonged perched condition. Some of
the low chromes values are associated with clayey soils that do not
drain or release water quickly.
Based on the collected information, a LCFD Landfill is possible at
this site. To maintain the base of the landfall above the perched
water condition, the landfill base could be established at eXisting
ground levels with landfill cover soils derived from borroW-'OLreas
outside of the landfill area. Alternatively, the landfill -'base
could be established at about 5 feet below'ground level, provided
that an interceptor ditch is ' constructed upslu-a _•from the proposed
landfill areas. The ditch should extend about=' 6 feet belowl ground
surface. . Figure No 8 shows the possible 14ca4tions of -Lh ' LCZD
Landfill and the interceptor ditch. ..
els

ATTACHMENT A
Figures
Ps

ff
1616
i}
is 11
cmt
em
•� ' s � I i^� 1 aka. r r l• � �-•,__ -
S � r
I � 1• - ��. ���'sty. , .fir � -.� � � 8� '] .. �
74
PROPERTY LINE
;, 'NN
42,6
I. N �.` I per. � '•v,I-^z,�' �11 •
411
�4 SCALE! f =20W
CARTHAGE uscs quABRANGLZ IIAP�
u I n
' q N
n o a kt�i �'� � • � � l
li r 35R�
ENGINEERING & ENVIRONMENTAL.
y aM 3aa SCIENCE COMPANY
I
3008 ANOERSON DR., SUITE 102
RALEIGH. NORTH C ROLINA 27609
-r [phone]
—p SITE VICINITY
A! P036D LCIV "NQFIU
� YrcVR+ m.
,rover Co. xc"

r
1 h c. 7 •I �rV Ali �017.tJC.'
riR S 87-1 W fl C� y%
g B7-I� W ctP B ° 4(DO.5►' S 87-t5 W:
23a.04' 20C, 9';' 288.432 1, {
i TIE from 1
50.00, CZ to
EAev. 438.4' - _ -2 N 12-27 EIP� ,, �
Og _ _ 0 - r75�s9'1
N -I` - - _ - Ele v, ,
Elev. 435,E'\ B-57,1
N 438.1' ti
S 8 7 -1 B 'VV
177 04' air
r�
c1 tC2 Ol -
:.ti �
cz
t f
,- � •- ARE l• �-, r
r ti
O
O'- 1 r
ala_ II AREA Elev.
� fr
`• II � � B32 I
428. G
Y
E
r
J10)
O O
z N
A
ENGINEERING lk E"RONMENTAL
r ` 1 J I r 5ClEHCE COMPANY 31D09 AHOEM DR. sufE 102
r ! l RALEIGH, NORTH CARD�IMA 27609
[phone]
SCALE: 1"-206' I ' i' rIr ♦� , r DATE:
I / � 1' ♦ � I r r - BORING LOCATIONS
� r
I I I I [ r 1 FRQFQSED LCID LARDFILL
r 2
I In ; r , MOOR44 Cal NC
' I R�' r� 1 1 1` r

ELEVATION. FT
44t.
B-r B-2
SM SN B-5
SC PERCHED AL CL sm. sP
SM
r
/CL CL
SEAMS
43r—
YL
ESTIMATE❑ HL
HORIZONTAL SCALD': 1"=200'
420—
NOTE: GROUND SURPACE ELEVATION TAKEN FROM MAP
PREPAIRED BY HOBBS UPCHURCH & ASSOCIATE'S.
GROUND SURFACE AT BORINGS HERE DETERMINED
BY CARL A. SAMUELSON, RLS.
ENGINEERING &E1d NAiENTRi
SCIENCE COMPANY
3006 ANDERSON OR„ SU17E 102
RALEIGH. NORTH CAROU NA 27609
C919y 781-7798
STRATAGRAPHIC CROSS—SECTION DATE:
THROUGH B-1, B-2 & B-5 ea�ni�ae
PROPOSED LCID LANUFfLL rrarw xa
MOORE Co., NC

'r>
N
LJ*>
ELEVATION. FT.
4,20
410
B-3
� � r
HORIZONTAL SCALE: 1"=100'
NOTE: GROUND SURFACE ELEVATION TAKEN FROM MAP
PREPAIRED BY HOBS UPCHURCH do ASSOCIATES.
GROUND SURFACE AT BORINGS WERE DETERMINED
BY CART, A. SAMUELSON, RLS.
SCIENCE COYFANY
5008 ANDERSON OR SURE
RALEIGH, NORTH CAROLINA
102
27608
(9t8j 781-7788
STRATACRAPIIIC CROSS—SECTION
DATE:
THRO=K 0-8 & B-4
n�am�oe
PROPOSED I -CID LANDFILL
JIM" sa
1fOORF CO, NC
5

440
r la
B-3
GL
I
~ ~~ CL/I H
ser
HORIZONTAL SCALE: I"=100'
NOTE: GROUND SURFACE ELEVATION TAKEN FROM AIAP
PR,EPAIR- D BY HOBBS UPCHURCH & ASSOCIATES.
GROUND SURFACE AT BORINGS HERE DETERMINED
BY CARL A. SAMUELSON. RLS.
ENGINEERING & ENVIRONMENTAL
SCIENCE COMPANY
2 30D8 ANDERSON DR., SUITE 102
RALEIGH, NORTH CAROL(NA
27809
(gig) 781-7798
STRATACRAPHIC CROSS—SECTION
DATE.
THROUGH 8-2 & B-9
ee/w/w
PROPOSED LCID LANDFILL
7teu as
MOORE Co., NC
.61

:-r>
N
1�
20
f rr�yyRR �• _
`
HORIZONTAL SCALE: L"=IOO'
NOTE. GROUND SURFACE ELEVATION TAKEN FROM MAP
PREPAIRED BY HOBBS UPCHURCH & ASSOCIATES.
GROUND SURFACE AT BORINCS WERE DETERMINED
BY CARL A. SAMUE'LSON, RLS.
ENGINEERING & EWRQNMEWAL
6� ?� SCIENCE COMPANY
3008 ANDERSON OR, SUITE 102
RALEIGH, NORTH CAROLINA 27609
STRATACRAPHIC CROSS-SECTION DATE:
THROUCH B-5 & S-i
n/oe/p1
PROPOSED LCID LANDFILL r�
NOORE Co., NC 7

r I r ID •S E7-15 n'
PROPOSED DAAJXACB DITCH Ok L. r 1 7 7.0 4 • , P
1' S 8-7-12 W CIg v 8-' -14 �'t' plP 2L7U.ri, — a _, Vti OT'"-
_ 230.04' � 2r't...9.?
f, -A.) 50.0 f w� TIE r �` •
'Lev. 436.4' to Flp, _
eyP, p N 12-2-7 C
�yy LANDFILL AREA f+/ - Elev.3� r CJ C2
Elev. 435, 5'�
ARE
.Q G:ry�
v i Q �- f
_ � y
0 - y PROPOSCL LANDFILL AREA
i
r _ ` ~• ' ' /H� R EA PROPOSED LANDFILL AREA __
7.
42
i
r' I 5
Fit
Ie
sT y r D,JJ
� + F.F. E + ` SZE ,
F '
`7
II 1 ' 1` � � ' � ' •' �� ` � rr '� ! ice` 't
per, 1
r CD Ia
• Ll rr 1 � ' � r rf ! � � � f
ENGINEERING ENVIRONMENTAL
SCIENCE COMPANY
r P 1 l � � 6�1� 3009 AH6ERSOH DR.. SUITE 102
RAL.EIGH, NORTH GIROUIHA 27609
F r le r� , (gill) 781-7798
-
II r r POSSIBLE LANDFILL PLACEMENT BATE:
1 � r I f ' • 'r � � ` } praolra
PROPOSED LCID LANDFILL
� � frmu ra
'0�1f l '' r ' •� } MOORE Co. NC

ATTACIiMENT B
Boring Lags
( 2K

BORING LOGS
B-1
Depth
Soil Description
MUSCS
0" - 2"
organics and root materials
211 - 3'
Light olive brown (2.5Y-5/4), silty fine
SM
to medium SAND, trace of fine gravel,
very moist
3' - 5.75'
Yellowish -brown (10YR-5/6), minor
SC
reddish -yellow (7.5YR-6/8), clayey silty
medium to coarse .AND, very moist. Dark
red (2.5YR-3/6) after 41, white (2.5Y-N8)
mottling after 51.
5.75'
Boring terminated due to bore hole
caving. WL-4.6;'
«Unified Soil classification System,
B-2
Depth
Soil Description
MUSCS
0'f - 3"
organics and roc.t materials
3" - 2 . 8'
Light olive broLvi] % 2 .5Y--5/4) , silty
SM
medium SAND, very moist
2.8' - 3'
Light yellowish --brown (2.5Y-6/8), mottled
Sc
clayey silty SAND, moist.
3.01 - 4.5'
Brownish-yellow_(1,0YR-6/6) minor strong
SC
brown (7.5YR-5/8) mottled silty sandy
CLAY, moist. Light brownish -gray (2.5Y-
6/2), mottled after 3.51. Red (10R-5/8),
mottled with coarse sand content after
4.0.
4.5' - 11.01
Reddish -yellow '(7.5YR-6/6) minor Red
SM
(10R-5/8), mottled silty fine to medium
with
SAND. Random light gray to gray (5Y-6/1)
CL
CLAY seams, moist.
seams
11.0'
Baring Terminated. WL-10.3'
MUnified Soil Classification System
CK

BORING LUGS (cont'd)
B-3
Depth
Soil Description
{11USCS
Off - 2"
organics and root materials
2" - 6"
Light olive brown (2.5Y-5/4), silty
SM
medium SAND, damp to moist
6" - 3.25'
Yellowish -red (5YR-5/8), and brownish-
CL
yellow (1OYR-6/8) silty sandy CLAY.
3.25' - 7'
Brownish -yellow (10YR-6/8) and light gray
CL/CH
(1QYR-7/1) silty CLAY, damp. Quartz seam
at 7'.
7' - 10'
Light red (10R-5/8) silty medium SAND.
SM
Very moist after 100.
10,
Boring dry at 141.
Munified Soil Classification System,:_
8--4
Depth
Soil Description
MUSCS
0ff 21r
organics and root materials
2" - 2.5'
Light olive brown (2.5Y--5/4), silty SAND,
SM/SP
trace of fine to medium gravel, very
moist.
2.5' - 3.5'
Brownish -yellowish (10YR-6/8) and minor
SC
strong brown (7.5YR-5/8) clayey medium to
coarse SAND, very moist.
3.5' - 4'
Yellow (10YR-8/6) and brownish -yellow
CL
( 10YR--6/8 ) silty CLAY, some fine to
coarse gravel, moist.
4' - 7.5'
Yellow (10YR-6/8) and brownish -yellow
SM/Sp
(1OYR-6/8) silty SAND, very moist. Light
with
gray (10YR-7/1) sandy CLAY seam at 61.
CL
Predominantly brownish -yellow (IOYR-6/8)
seam
after 6.51.
7' - 10'
Brownish yellow (70YR-6/8) and light gray
CL/CH
(1OYR-7/1) silty CLAY, moist. Very moist
after 11'.
12.01
Boring terminated. WL-10.9'
MUnified soil. Classification System;
P2�

BORING LOGS (cont'd)
B-5
Depth
Soil Description
MUSCS
O" - 311
organics and roct materials
31' - 2.75'
Light. yellowish -brown (2.5Y-6/4), silty
SM/SP
medium SAND, very moist.
2.75' - 6'
Brownish-yellow,(1QYR-6/8) silty sandy
CL
CLAY, very moist. Mottled with
yellowish --red (5YR-4/6) and light gray
(1QYR-7/1) after 4.51.
6' - 10'
Yellowish -brown (IOYR-5/8) minor light
ML
gray (10YR-7/1) mottling clayey sandy
SILT, very moist.
IO.Q'
Boring terminated. WL-9.7'
("U,Ified Sail Classification System
p?�

ATTACHMENT B
Boring Lags
r")r,

BORING LOGS
B-1
Depth
Soil Description
WUSCS
V •-- 29f
Organics and root materials
2" - 3'
Light olive brown (2.5Y-5/4), silty fine
SM
to medium SAND, trace of fine gravel,
very moist
3' - 5.75'
Yellowish -brown (10YR-5/6), minor
Sc
reddish -yellow (7.5YR-6/8), clayey silty
medium to coarse SAND, very moist. Dark
red (2.5YR-3/6) after 41, white (2.5Y-N8)
mottling after 51.
5.75'
Boring terminated due to bore hole
caving. WL-4.6'
MUnified Soil Classification System
B-2
Depth
Soil Descrription
MUSCS
4" - 3"
Organics and root materials
3" - 2.8'
Light olive brown .:2.5Y-5/4), silty
SM
medium SAND, very Maoist
2.8' - 3'
Light yellowish --brown (2.5Y-6/8), mottled
SC
clayey silty SAND, moist.
SC
3.01 - 4.5'
Brownish --yellow (10YR-6/6) minor strong
brown (7.5YR-5/8) mottled silty sandy
CLAY, moist. Light brownish -gray (2.5Y-
6/2), mottled after 3.51. Red (14R-5/8),
mottled with coarse sand content after
4.o.
4.5' - 11.01
Reddish -yellow (7.5YR-6/6) minor Red
SM
(10R-5/8), mottled silty fine to medium
with
SAND. Random light gray to gray (5Y-6/1)
CL
CLAY seams, moist.
seams
11.0'
Boring Terminated. WL-10.3'
MUnified Soil classification System'
02�

BORING LOGS (cont'd)
B-3
Depth
Soil Description
MUSCS
01f - 211
❑rganics and root materials
2" - 611
Light olive bro-in (2.5Y-5/4), silty
SM
medium SAND, damp to moist
6" - 3.25'
Yellowish -red (5YF-5/8), and brownish-
CL
yellow (10YR-6/8) silty sandy CLAY.
3.25, - 7'
Brownish -yellow (10YR-6/8) and light gray
CL/CH
(10YR-7/1) silty- CLAY, damp. Quartz seam
at 71.
7' - 10,
Light red (10R-5/8) silty medium SAND.
SM
Very moist after 10'.
10,
Boring dry at 10".
«Unified Sail Classification System,
B-4
Depth
Soil Description
MUSCS
0" - 2"
Organics and root materials
211 - 2.5■
Light olive brown (2.5Y-5/4), silty SAND,
SM/SP
trace of fine to medium gravel, very
moist.
2.5' - 3.5'
Brownish -yellowish (10YR-6/8) and minor
SC
strong brown (7.5YR-5/8) clayey medium to
coarse SAND, very moist.
3.5' - 4'
Yellow (10YR-8/6) and brownish -yellow
CL
( 10YR-6/8 ) silt• CLAY, some fine to
coarse gravel, moist.
4' - 7.5'
Yellow (10YR-6/8) and brownish -yellow
SM/SP
(10YR-6/8) silty SAND, very moist. Light
with
gray (10YR-7/1) sandy CLAY seam at 61.
CL
Predominantly brownish -yellow (10YR-6/8)
seam
after 6.51.
7' - 10'
Brownish yellow (10YR-6/8) and light gray
CL/CH
(IOYR-7/1) silty CLAY, moist. Very moist
after 11'.
12.0'
Boring terminated. WL-10.9'
MUnified Soil classification System
M

BORING LOGS (cont'd)
B-5
Depth
Soil Description
(1)USCS
On - 311
Organics and root materials
311 - 2.75'
Light yellowish -brown (2.5Y-6/4), silty
SM/Sp
medium SAND, very moist.
2.75' - 6'
Brownish -yellow ().0YR---6/8) silty sandy
CL
CLAY, very moist. Mottled with
yellowish -red (5Y&-4/6) and light gray
(10YR-7/1) after 4.51.
6' - 10,
Yellowish -brown (IOYR-5/8) minor light
ML
gray (10YR-7/1) mottling clayey sandy
SILT, very moist.
10.0'
Boring terminated. wL-9.7'
(I)Unified Soil Classification System
IZ2!t

D. Local Government Approvals

Planning and Community Development
P. 0. Box 905
Carthage. NC 28327
[phone]
f!'Iounly D� `/*orc
July 17, 1996
Mr. Allan G. Casavant, President
BCB Development Corporation
P.D. Box 11.14
Pinchurst, NC 28374-1214
Dear Mr. Casavant:
Code Enforcement Division
[phone]
Addressing Division
[phone]
This is to advise that property located in Moore County, NC and identified as being in Mineral
Springs Township (06), Map # 105, Block 1, Lot 7 consisting of 87.83 acres �1- as of the date of
this letter is not located in an area of Moore County that is governed by the Moore County
Zoning Ordinance. This property is further identified by PIN # 856500999474 and as per legal
description recorded in Deed Book 489, Page 171. Therefore it is permissible to have a state
authorized Land Clearing and Inert Debris Landfill.
Please contact me if you should have any further questions.
Your truly,
Thomas P. Marsh
Deputy Zoning Officer
a

E. Discussion of Compliance
with Operational Requirements Within Rule .0566
This Land Clearing and Inert Debris (LCID) landfill will meet the following operational
requirements:
A. OPERATIONAL PLAN
1. The Facility is to be operated for the disposal of land clearing waste, such as stumps, limbs.
brush, untreated timber and inert debris such as concrete and bricks. The source of the waste
shall be from clearing activities at various sites within Moore County. The quantity of waste
available for disposal at this site is estimated to be approximately 291,200 C.Y. to be
deposited over a 10 year period.
2. The Owner will provide for an attendant at the Facility to assure that only permitted waste is
received and to provide for orderly usage of the Facility. The Owner will restrict solid waste
to the smallest feasible area, not to exceed 1 acre cells, and assure that all inert waste is
densely packed. Each operational cell shall be covered with a 1 foot soil cap (minimum),
either monthly or when the active area reaches one acre in size. This soil cover shall be
seeded within 30 days to provide ground cover. The seed mixture will conform with
specifications within the erosion control permit. The soil cap shall be sloped as indicated on
the plans to allow surface water run-off in a controlled manner. The Owner will maintain the
sediment pits included on the plans and required by the Erosion Control Permit, as specified
to assure adequate erosion control measures. The maximum area disturbed will be limited to
?..5 acres. This will allow for a "worse case" transition period of capping a 1 acre cell,
prepping an additional 1 acre cell area and disturbing 0.5 acre (maximum) for obtaining soil
necessary for the 1 foot (+) cap. As indicated within the erosion control permit application,
these areas will be provided ground cover within 30 days.
Surface water will be diverted from any active cell by way of diversion berms and swales.
As indicated on the Construction Plans and verified by soil borings, no waste shall be applied
within 4 feet of the seasonal high ground water level, nor will inert waste be disposed of in
water. Open burning of waste will be prohibited. Lechate shall be properly managed on site
through the use of current best management practices. The surface/groundwater cut-off
trench shall be maintained at a 6' minimum. depth.
A sign will be posted at the Facility entrance indicating contact name, permit number and
phone numbers in case of emergency. The entrance to the Facility shall be secured by means
of gate and lock. Other points of access will be secured by chains or other means to prevent
unauthorized access. The main entrance/access shall be maintained by the Owner with a
stabilized construction entrance and all weather access road to prevent mud, soil or other
debris from being tracked on to adjacent paved surfaces.

3. The Owner will provide at the site a front end loader for the purpose of spreading inert debris
in case of fire. In addition, the Local Fire Authority will be notified of the Facility's location
and applicable emergency telephone numbers in case of fire or other emergencies,
Attendants at the Facility will likewise be provided telephone numbers of applicable
regulatory and fire fighting authorities in case of emergency.
4. Methane will be monitored within the office trailer on the site with a methane indicator alarm
set at 20% of the lower explosive limit.
Methane will be monitored at the site's boundary through visual observation of vegetation
which appears stressed. If stressed vegetation is noticed, a methane indicator will be used to
assess the methane level. Methane will be assessed by a competent engineering or
environmental consultant. At such time when the reclamation plan is implemented an
assessment will be prepared by a registered professional engineer for methane emissions.
B. FACILITY CLOSURE
Facility closure will be accomplished by final capping and provision of ground cover on all
disturbed areas. Final grading will provide for sloped surfaces to prevent standing water and the
provision of storm water structures are needed. Division of Water Quality personnel and the NC
DENR Land Quality Section will be contacted for a final inspection prior to notification in
writing to the Division of formal closure.
The anticipated use of the site following completion of inert debris application is use as an
agricultural site.

BWIZ/% 11:e29.14 —f 919 233 6WI I'e/% MY —7
A. AL itl .6--: i
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NATURAL GAS
29623
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lr rt miurvi rlx• coo-t•timini rr etnti ■+u+ruis :I Intul alarrtt whclt a IurrrltrialIV lwlrmliel lrvvI ix rt.ieluel.
1'I,e unit b aa+)- it inmalI iet i1w I+umc. ullircand West top: - It %isit l+ly I+lu1:x iIttee.1lly I I(1i 1 stl Veal, n•:ili
utttlrr rraµ,irir ,v, ties u,etlt tsr itstrre•rita-
MODEL
M[: 111
FEATURES
■ I III V(fcl' - l"W6 IN - Nu lutwrit% tulmind
• tit•fF ►iin�C+s+��iu1; cin•tf,itry
• (:ssn,risstr nustsitur+rtg 1dair 10v Natural (:.tx
tit•( it, alarm witttit sm lrvck at Im": tef 1_EL
t rite I+t• it,6tttrawr ilvi. ilitYl
# Ingt,n+t Tt-.rii(eg-t btirron
• Easy inst.rllauutt
S YVAr Samme r Warratrty on aft ttrrh
• A,stILthIt- f aII 111)1
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• J�
ALSO AVAILABLE
Muc{t! ,V[i loo \%.ngit mat ill"
1 I rIV 1 [is rclwir4LL- Yi.' mset
TECHNICAL SPECIFICATIONS
lk-uY'tiun Mciltutl... (:temh liviov Vrti.n,. r
., �asiNSr ;•[utet•tsrnrriesre
Souit,Yrt►...IW; of tltc 1.1:1. esl• naturrl �;a•.
t•utt he• valihnurvoil [el t mrst"wr.. slxY ill, :er Hn+.
Ht•Lttivt• IIurn kIity RAIggc...II-lift! 1V,T& ,rI
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tltt• air
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[)Irrtriu�: 'iisttlx�ritttrrr I[attgr...4„` l; Itf .0
ref, 1 0-11. (110,10
Alarms tienssstl 1awt•1... OkIlt
ALir+:r I)uruti+set... meienet,ttS w•lIil.• n,sr,erul t.[%
%Ivw tr tfr it rrti11irrtten► dX 114," „t 1.1-1.
Uor fit ittlirrtttaricut err tct•h11h stl aNgi AMU'V VaI1 tit writ: Its;

cc
m d. Ensure chat thr detector's power cord is located
u
1n she cord slot.
o.
yr
i. Give thr drtertor a short counirr<lockwisc
twist to lock the detector in place.
�l
WREMO ffso-Md
If yout detector is not horiswttal, the moutiong plait
can be rradNswd.
Wait (6t ten tninutcs befort yoo test ncc 4drtrctor
[sre next Me). During [has time. the dart nay
soused s "rW tin s and the ycllow ftilfunctian] light
may light up once or rwict as tau deteacir cksns the
stunt gas s mwc This will idso occur if the power to
the dciectcK is interrupted.
owner Registrattan
Congratulations forpmrrhaiing an A Awry a.0
Sensurs Propane Gras Dewor.
To validate your watanty, you must fiil in
and send the enclosed Owner Registration
card within 14 days of buying the detector.
Thr additional informuion we have
requested will also help us to develop new
prodsxts to nxet yew home safery+ nerds.
Please mpand on the nwiting card
provided, detach where indieared and mail.
AMER/CAN
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How should you install fhe detector?
aYou must Lascali the NG200 Narura; Gas DeErcrct
within 36 1nch,cs of the ceiling ar►d within 6 feet of
a raetinuously powettd (unswtcched) st"a.rd I 10
+olc wall outlet. The detector has a power card that
;z six alto long and plugs into a a411 ourlei.
To , a%ci11 the dine tar.
�r.
4. Remove the naurtting plarc.
5. Ustng the appropriate size cicj11, driil tw❑ holes at
the marks and lr*crt wall plugs.
6 Using the two screws and wall plugs (all supplied),
attach the mounting plate to the wall, ensuring
that the cord s1cK in the rtwurcing platy ix d+rwo.
I AT chv mitt .rhrrr you am going to insrall
orsr.a na
thrdemoor, draw a harizontJ line four p1us9vd
Inches larsg .
?. Place the cZies
ular mounting plate to that
the square an discoed on the line. Cord S,
3. in Each of tba circular slats, draw a MaA
to locate a mountLing plug and sonar.
Morttwtal
Urn
i
rew Hal*
irke
7. Slide the detector on to tkx mounting piaze so
chat the cwo urns cn rho mounting glare ht into
two %lots In the hack of the detec(m.
T
igriu�or+lal

Why should you be concerned about
nalural gas? R
The harmful element in natural gas is mc:Fane, a
colorless, odvrkss. and flammable g,as. As natural
gas bn{ids up, it rraxzs with oxygen to product a
mixrsm that can be explosive if ignited by i spark
ar flame.
Masr likely so=e% of leaks 2m gas appliances,
heurrs, stares, m(riginwan, and furnaces_ Gas leaks
ftt m d'1su"k of below groamd kwet can LLw sleep
iftm pcur bane.
t�M�ao awtcr aria n mfw iM
*V ^ 7 O=PL
r/
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Where should you install the detector?
hlarvral gas {s lighter than au and so collects in
the h%ghesr areas aicoms and homrs. To detrcr a
durgeraus concentruion of narural gas. You should
place your detecmr near a a a uml gas aMliuKe or in
■ mom above the appliance. Fm eirunple a narumi
gm kak in the kitchen can create a buildup in tyre
You sNxla place your drmccar as ckae to The coifing as
possible (see the following page foc civaiky.
5
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State of North Carolina 17
Department of EnvIronment.
Health and Natural Resources 4 LeA
Division of Solld Waste Management
James B. Hunt, Jr., Governor
Jones#11an B. Howes,,SeCSeCretoN
William L. Mover, Dlrecttar
June 16, 1997
Mr. Allen G_ Casavant. President
BCB Development Corporation
P.Q. Box 1214
Pinehumt, North Carolina 28374-12I4
Rct: BCB Development Corp- Land Clearing do Inert Debr4 Iindfill Permit Application.
Mr. Casavant:
The Solid Waste Section has conducted a completeness review of the Land Clearing & Men
Dehris(LCID) Landfill Permit Application, submitted by Hobbs, Upchurch & Assoc, on your hehall. At
this time a completeness review was done to identify if all parts of a complete application lesve heen
submitted for a Technical review. On 14 May 1997 a brief meeting was held at Hobbs, Upchuch's olI Icc
with Darr Sundherg to offer preliminary comments with respect to the information rived in March 1997.
The following items were in the submitted application,
Site Plan with grading plans and final contours.
Operations plan and Permit Application narrative.
In accordance with Rule .0565 (1)(a) of the Solid Wzstc Managemeot Rules 15A NCAC IA8, the
Section is unable to proceed with the review of the referenced permit application. Before the; review can
ctrntinue, an approval letter from the Moore County Zoning Authority must be submitted to the 5cetioj)ti
The Ietrer should address the Giles Hopkins letter dated 11 April 1997, and state that the sits: mccts all
the requirements of the local zoning ordinance.
If you have any questions or require any assistance, please do not hesitate to contact me at (910)
486- l 19l
Sinl
P7-54��ly,
L.
, t8' her'
J�Stern Area Engineer
Solid Waste Section
Copy. Jim Coffey -Permitting Branch Head
Terry Dover -Eastern Area Supervisor
Mark Fry -Waste Management Specialist
Fayetteville Regioml office
225 Green Street. $ulie 601. Foyett*Wle. North Gafodna 2&301 Tatepharre 910-a96-1191 FAX 9 70-d&6.1791
An EQLxV opWuNiy Afnrmoftwa Action Ernpfoyer 50%facyCkKV ICML post-cprurMer pOpor

F. Population & Area To Be Served
Population: Commercial Contractors & Property Owners
Area: Moore County

G. Type Quantity & Source of Waste

Type of Waste:
Land clearing debris, inert debris,
Source of Waste:
1. Private developers
2. Commercial developers
3. Residential Homeowners
Quantity of Waste:
291,200 CY

H. Equipment Used To Operate Site
1. Case 854 bulldozer.
2. Cat 943 track loader.
3. Other equipment may be available as needed

I. Allocation of Space for
Additional
Requested Information

STATE OF NORTH CAROLINA
DEPAUMENT OF TPANSPORTATION
]AME5 B, HUNT JR- DIVISION OF HIGHWAYS GAR[ANa B. GARR€7T jIL
GOVEWOR $ECHLTA PLY
Aberdeen, North Carolina 28315
August 19, 1997
COUNTY: MOORE
SUBJECT: DRIVEWAY PERMIT - SR 1251
LANDFILL
FILE: 56-82510
Mr. Alan Casavant
BCB Development Corporation
Post Office Box 1214
Pinehurst, North Carolina 28374
Dear Mr. Casavant:
Attached for your information and file is an approved copy of the Driveway Permit listed for the
above location. This permit is valid only if the special provisions (attached) are followed
completely.
If this office can be of further assistance, please advise.
�Incerely,
L�---
J.. en ens n
Dist ' Engineer
JACITB RJj cp
Attachments
c: W_ F. Rosser, P.E_
R. W. Hancock, P.E_
File
MA

DRIVEWAY SPECIAL
PROVISIONS
The entrance on to SR 1251 is to be constructed in accordance with the attached plan/detail
sheet- At no time shah run-off enter the travel lanes of SR 1251.
2_ The entrance to Hollyridge Road shall be paved with forty (40) foot radii as shown on the
attached plan sheet. The pavement will be constructed of the following:
1 '/2 inches of Bituminous Concrete Surface Course, Type 1-2
4 inches of Bituminous Concrete Base Course, Type HB
3_ A new permit will be required prior to the change or alteration of the existing use of the
property.
4. All soil areas within the right-of-way on SR 1251 and any other soil areas disturbed during
construction shall be seeded and mulched immediately upon completion of driveway
construction.
5. No parking or outdoor advertising signs shall be allowed inside the right-of-way of SR 1251.
6. Erosion control devices must be in place and functioning during the construction phase.
7. No driveway culvert will be required.
8. This permit is for access to SR 1251 only. It is not Certification of Subdivision Plats as
stated in General Statute 136-102.6.
9. Contact Mr. Wayne Spivey, Moore County Road Maintenance Supervisor, at (91 0) 947-
2233 about setting grades for installation of the driveway (s)_
14 Please contact Mr. R. W. Hancock, County Maintenance Engineer, upon completion of the
driveway.

APPROVALS
pAa10CTZ ry NP`T'ri1, J,aeq i
At'f VA le #I'1fIeW�r
APPROVAL BY: Local Gu mRie ital Authaify (when required)
[? eA ► A-r �3 y I" � a q E Ce v ^j� �T Mij 17 m i`.4l�7Wt'� 4 [ ! P
►�,rl f3
[ prv4ti f +f L drt�P��'3 r'�vrrz GtrtTA4NnCrlwT►i�rGtr
y IBC P7 j-
4
1►�t"�'?JQ �LsIFM1�:irh4F �Of+iMr�t"Y��
(2,A
NATURE
1T'iLE
t I 'DATE
APPLICATION RECEIVED BY DISTRICT ENGINEER APPLICATION AP
D BY DISTRICT ENGINEER
❑ Q
UGNAtURE
GATE IowmetLr
ATE
COMMENTS:
SHOW:
PROPOSED PLANS
1. LOCATION OF DRIVEWAYS
DRAW OR SKETCH BELOW, OR ATTACH
P. DETAILS OF WORK, INCLUDING PIPES
CONSTRUCTION PLANS FOR STREETS
0
3. EXISTING BUILDING, WALL, ETC.
OR DRIVEWAYS.
4. PROPOSED BUILDING, WALL. ETC.
5. HIGHWAY FEATURES
INDICATE
NORTH
1-, 01
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tiMIJUL.ULK tit(: f IUN A- A \
r
:0
EXPSTtNG OR 3'-�' !'-d" S'.0" 25�•
AROPOSEO FACE
OF CURS
r Il6°r6 rt.5°I, a I6Yv
— ZSv�a
CURB Ot GUTTER SECTION C- C
* #VIA XI MUM LIMIT FOR VEHICULAR CLEARANCE, L 15 % DESIRABLE MAXIMUM.
01TCH GRACE LEGEND
SECTION B-B ��, V. C. = VERTICAL CURVE
SLOPE {^I } = CHAHORIZONTAL NTAL DISTANCE E (N ELEVATION 7100
' NO CULVERT REQvI� `
SLOPE AND DRAINAGE REQUIREMENTS
FIGURE 16

EQD P.
_ RIW
o�
EQP
SR1251
I GRAVEL i
DRIVE
R/W
SCALE *I" =24

[il
I
/
1,32o Ft_Linel'from Subject Proper t
_4' /
/ .n - --- ❑
�'�,5 , �.' ° � 1 HOWARD RAY
/ / ,N\�• , Mf Cuv" I FRITH \ V I i 5Sl-IEW .� GAS?\
\ i 5'SHORT l_ w `�g7 =—A say 14w _o sst s \ ❑
Lbb. 9t' 4uo 51 Iil.o4
\ _ /" (� / / .�, z�o.ot• zeoa3 2?oe4
8 44
PROPERTY a -�
,I
GILL 2B.I0 ACRES 3 � FEDERAL
PAPER ❑
BOARD
\ / I
°
\ I /
\ DAVIS \ \ B.C. B. INC.
l � I
17
17
(,.
�\
1
� I
—�—°T- \' Ft. Line from Su�jeci� J LEGEND
i
A :^- WELL
i ❑ - HOUSE
B0 C //VC,
Plat Cabinet 6, Slide 265
C A R THA GE TOWNSHIP
MOORE COUNTY
NORTH CA ROL INA, USA
DECEMBER, 1996
SCALE: I-= 300'
0 300 600, goo, 1200�
REVISED 22 MAY, 1997 to show
bearings ind distances of subject tract �
and the names of adjacent property owners,
Re,/ i3 P J
r
Au9u51 199`I 'to ska,,, t
d Na»1a.0.4l _
r-RtPARED BY
CARL A. BAMUEL SCW
Registered Lond Surveyor
N. C. Licence No. L-2787
CARTHAGE. N.C. 28327
y