9013_GrifffinLCID_expansionapplic_20241024

PERMIT APPLICATION
For
GRIFFIN FARM AND LANDFILL, INC.
LAND CLEARING AND INERT DEBRIS LANDFILL FACILITY
Permit No. 9013-LCID
UNION COUNTY
NORTH CAROLINA
PROJECT NO. G23068
October 2024
Submitted by:
Municipal Engineering, Inc.
68 Shipwash Drive, Garner, North Carolina 27529
Telephone: [phone]
License No. F-0812 & C-586

GRIFFIN FARMS LAND CLEARING AND INERT DEBRIS LANDFILL
General Information
Municipal Engineering, Inc. is submitting on behalf of Griffin Farm & Landfill, Inc., a permit
application for a new LCID landfill expansion adjacent to the current LCID landfill, permit 9013-
LCID, most recently renewed on April 5, 2021.
The landfill owner/operator information is as follows:
Landowner Griffin Farm and Landfill, Inc.
Business owner Griffin Farm and Landfill, Inc.
Operator Mr. Richard Griffin
Facility Address 4242 Morgan Mill Road, Monroe, NC 28110
Mailing Address 3322 Old Camden Road, Monroe, NC 28110
Consulting Engineer Municipal Engineering, Inc.
c/o Mr. Jay Zimmerman
68 Shipwash Drive
Garner, NC 27520
[phone]
j zimmermangme sco. com
Fee Information Mr. Richard Griffin, Operator
3322 Old Camden Rd.
Monroe, NC 28110
Telephone [phone]
Fax [phone]
Richard Griffin richardsgriffinfarms&gmail.com

Probertv Information and Mans
The proposed 5.9 acre Land Clearing and Inert Debris (LCID) landfill will be located immediately
west of the currently permitted LCID, Permit No. 9013-LCID, located at 4242 Morgan Mill Road,
Monroe, NC. The permit was most recently renewed and reissued to Griffin Farm & Landfill, Inc.
on April 5, 2021. The proposed area for the Griffin Farm LCID landfill Phase 2 is located within
the existing landfills property boundary, and to the west of the current LCID landfill and southwest
of the former C&D landfill. The deed, County road map, FEMA Flood map, and aerial facility
map are located in Appendix A as noted below.
Application Requirements for LCID Landfills
Information submitted in accordance with 15A NCAC 13B .0565 (a) (1-10) is as follows:
1) A copy of the deed for the site property is included in Appendix A
2) An approval letter from the Town of Unionville, NC dated August 8, 2024, is included in
Appendix A stating that the site meets the requirements of the local zoning ordinance.
3) A county road map showing the location of the site is included in Appendix A
4) Letters from both the State Historic Preservation Office and the Natural Heritage Program
within the Department of Natural and Cultural Resources stating whether the proposed use of the
property shall impact the historic sites described in Rule .0564(a) (2) of this Section; State nature
and historic preserves described in Rule .0564(a) (3) of this Section; or the endangered or
threatened species described in Rule .0564(a) (4) of this Section located at the site are included in
Appendix B.
5) A description of how the site will comply with Rule .0564 is as follows:
(a) The facilities are not located in the 100-year floodplain. (See FEMA Flood Map -
Appendix A)
(b) It is not anticipated that the site operations will damage or destroy a property of
archaeological or historical significance that has been listed on the National Register of
Historic Places or included on the Study List for the Register pursuant to 07 NCAC 04R
.0206 and .0300, as none are known to exist on the subject property.
(c) It is not anticipated that the facilities will cause any adverse impact on a state park,
recreation or scenic area, or any other lands included in the state nature and historic
preserve. The facilities shall not damage or destroy an archaeological or historical site.
There are no buildings that are known to be considered historical sites.
(d) The facilities will not cause or contribute to the taking of any endangered or threatened
species of plant, fish or wildlife. The proposed site is already being used for landfill
purposes. Consequently, there is no destruction or adverse modification to their habitat.
1. The site will not cause a discharge of pollutants into waters of the United States,
including wetlands, that violates any requirements of the Clean Water Act,

including the National Pollutant Discharge Elimination System (NPDES)
requirements pursuant to Section 402 of the Clean Water Act. The facilities are not
located in any wetland as defined in the Clean Water Act, Section 404(b).
2. The site is compliant with Section 404 of the Clean Water Act.
3. The site will not cause the discharge of a nonpoint source of pollution to waters of
the United States, including wetlands, that violates any requirement of an area -wide
or statewide water quality management plan that has been approved under Section
208 or 319 of the Clean Water Act.
(e) The facility has the following buffers:
1. A minimum 50-foot buffer between streams/creeks and the disposal area;
2. A minimum 100-foot buffer from the disposal area to property lines, residential
dwellings, commercial or public buildings, and wells.
(f) The site will establish and maintain an access road around the waste boundary for access
by emergency or fire -fighting vehicles and equipment.
(g) The site will have soil available for cover. Currently soil is imported from off site source
and used as the required cover material.
(h) There will be a minimum of four (4) foot vertical separation between the existing ground
and the seasonal high groundwater (See Appendix D — Seasonal High Groundwater
Demonstration).
6) A map or aerial photograph, representative of existing conditions, with a scale of at least one -
inch equals 400 feet showing the following in an area within one-fourth mile of the site is included
in Appendix A, and contains the following:
(a) The entire property owned by Griffin Farm and Landfill, Inc.
(b) The location of all homes, buildings, public or private utilities, roads, wells,
watercourses, water or other impoundments, and all other applicable features and details
are shown on this map.
(c) The facility is not located in the 100 — year floodplains. This feature is shown on the
Flood Insurance Rate Map provided in Appendix A.
(d) There are no wetland boundaries.
(e) There are no historical or archaeological sites.
7) Development and design plans and drawings for the site, at a scale of at least one -inch equals
100 feet, with specifications containing the following information are located in Appendix C.
(a) Property boundaries, dimensioned with bearings and distances, tied to North Carolina grid
coordinates where available (At the required scale of at least one -inch equals 100 feet, the
property lines are not visible, as the site is very large).
(b) Easements and rights -of -way (None adjacent to the Phase 2 LCID).

(c) Existing on -site and adjacent structures such as houses, buildings, wells, roads and bridges,
water and sewer utilities, septic fields, and storm drainage features.
(d) Proposed and existing roads, points of ingress and egress, and access controls such as gates,
fences, or berms.
(e) Buffer and set back lines and buffered boundaries or features.
(f) Springs, streams, creeks, rivers, ponds, and other surface waters and impoundments.
(g) Wetlands (None).
(h) Boundary of the proposed waste area.
(i) The proposed bottom elevation of the waste in relation to the seasonal high groundwater
table as defined in Rule .0532 of this Section. (See Appendix D for the "Seasonal High
Groundwater Demonstration" report prepared November 2023). A draft was prepared and
submitted to Ms. Christine Ritter in October 2023, who suggested we submit the report
along with the LCID application to the review engineer once completed.
(j) Existing topography with contours of five-foot intervals.
(k) Proposed excavation, grading, and final contours at two -foot intervals. A smaller interval
shall be utilized if it is necessary to clarify proposed grading. Excavation, grading, and fill
material side slopes shall not exceed a ratio of three horizontal to one vertical
(1) Where an on -site borrow pit for operational and final cover is proposed. Currently the
facility imports soil for cover.
(m)Proposed surface water control features and devices such as slope drains, storm water
pipes, inlets, culverts, and channels;
(n) Information showing that the project meets the requirements of 15A NCAC 04 for
sedimentation and erosion control (S&EC). A S&EC permit application has been submitted
to the Div. of Energy, Minerals and Land Resources for review and approval, prior to the
construction of the LCID landfill (See Appendix C);
(o) Location of test borings, used to determine the seasonal high groundwater table elevation
(see "Seasonal High Groundwater Demonstration" report prepared November 2023 in
Appendix D).
(p) No less than two cross -sections, one each along each major axis, per operational area
showing original elevations, proposed excavation, and proposed final elevations;
8) The operations plan is as follows:
(a) Mr. Richard Griffin, President
Griffin Farm & Landfill, Inc.
3322 Old Camden Rd.
Monroe, NC 28110
Telephone [phone]
Fax [phone]
richardkusbrecycling com

(b) A description of systematic usage of disposal area, operation, and development of the site
is as follows:
1. Solid waste in the landfill shall be compacted. Slopes shall not exceed a ratio of three
horizontal to one vertical at any time.
2. The site shall only receive wastes that is permitted to receive as noted in paragraph (c)
below.
3. All waste shall be covered with no less than six inches of soil monthly, or when the
working face reaches one acre in size, whichever occurs first. Any soils used for cover
at the site shall meet unrestricted use standards for soils as defined in G.S. 130A-310.65,
or as otherwise approved by the NCDEQ.
4. Areas that shall not have additional wastes placed on them for three months or more, but
where final termination of disposal operations has not occurred, shall be covered with
no less than one foot of soil cover sloped to direct the flow of surface water from the
landfill, and stabilized with vegetative ground cover or other stabilizing material.
5. Erosion control measures, structures, or devices shall be utilized to prevent silt from
leaving the site and to prevent on -site erosion, and shall comply with 15A NCAC 04.
6. The site shall be secured by barriers such as gates, chains, berms, and fences to prevent
unauthorized access. An operator shall be on duty at all times while the site is open for
public use to assure compliance with operational requirements and to prevent
acceptance of unauthorized wastes.
7. Surface water shall be diverted from the working face and shall not be impounded over
waste.
8. Solid waste shall not be disposed of in water.
9. Leachate shall be contained and managed on -site.
(c) The landfill shall accept land clearing waste; yard trash; untreated and unpainted wood;
uncontaminated soil, and soil meeting unrestricted use determinations by the DWM; inert
debris such as unpainted rock, brick, concrete and concrete block; and asphalt in
accordance with NCGS 130-294(m).
The quantity of waste is unknown at this time. Inert debris waste accepted at the site shall
be placed within the permitted landfill footprint unless it is being processed for recycling
or reuse. Inert debris waste shall not be placed as beneficial fill as defined in Rule .0562
within the site buffer areas or elsewhere on the property unless stated in the site permit.
(d) Emergency Contingency plan:
1. Open burning of solid waste is prohibited, unless approval has been obtained from the
Division, the local government, and the Division of Air Quality in accordance with
15A NCAC 02D .1900 prior to any burning activity.

2. Hot ashes, cinders, and waste that is smoldering, smoking, or burning shall not be
disposed of in the landfill. The waste screening procedures described in the operations
plan in accordance with this Rule shall address identification and rejection of this
waste. (c) The owner or operator shall provide equipment on -site to control fires and
make arrangements with a local fire protection agency to provide fire -fighting
services.
3. The owner or operator shall provide verbal notification to the Division of fires that
occur at the site within 24 hours of the fire and shall submit written notification to the
Division within 15 days of the fire. The notification shall include the site name and
permit number; the date and time of the fire; actions taken by the owner or operator
in response to the fire; the cause of the fire; the location and size of the fire; the type
and amount of waste that caught fire; a plan of action to prevent fires in the future;
the name and title of the person submitting this information; and the date the
information is submitted.
4. Access roads shall be of all-weather construction and shall be maintained to allow
access by vehicles transporting waste, Department staff, and fire -fighting vehicles.
5. A sign shall be posted at the site entrance showing the site contact's name and phone
number, the permit number, emergency contact information, and the waste types
accepted for disposal at the site).
6. The owner or operator shall submit to the Division upon written request any
information or records required to be kept under the conditions of the permit or the
rules of this Section.
9) Closure and Post Closure Plan
(a) Closure Requirements.
1. The owner or operator of a site shall begin closure activities no later than 30 days
after the final receipt of wastes. Closure activities shall include the following:
(A) Covering the disposal area with no less than one foot of soil cover sloped to
direct the flow of surface water from the landfill;
(B) Stabilizing the soil cover with vegetative ground cover or other stabilizing
material;
(C) Any closure activities included in the closure and post -closure plan
incorporated into the permit.
2. The owner or operator of a site shall complete the closure activities within 120 days
after beginning the closure activities as specified in Subparagraph (1) of this
Paragraph.
3. Within 30 days of completing closure of the site, the owner or operator shall submit
to the Division a certification verifying that closure has been completed in accordance
with this Rule.
4. When a site has been closed in accordance with this Rule, the permit is terminated.

Any future solid waste management or disposal at the site shall require a new permit.
(b) Post -Closure
1. Following closure of the site, the owner or operator shall conduct post -closure care
in accordance with the closure and post -closure care plan incorporated into the
Permit and the following requirements:
(A) Maintenance of the cap system, including making repairs to the cover to
correct the effects of settlement, subsidence, erosion, or other events, and
preventing surface water run-on and run-off from eroding or otherwise damaging
the cap system;
(B) Maintenance of the vegetative cover of the cap, and ensuring that trees and
other woody vegetation do not become established on the cap;
(C) Maintenance of vehicle and fire -fighting lanes to allow access to the entire
waste boundary of the site;
(D) Groundwater, surface water, and explosive gas monitoring will be conducted
in accordance with the closure and post closure care plan, if it is required by the
Division in writing, to determine compliance with Rule .0566(11) or (13) of this
Section;
(E) Maintenance of the operating record by the owner or operator. The operating
record shall be made available to the Division for inspection upon request during
the post -closure care period; and
(F) Any additional actions that the Division may request in writing if the Division
determines that the actions are necessary to correct any condition that may be
injurious to the public health or a nuisance to the community. In making this
determination, the Division shall consider the compliance history of the site, the
circumstances and use of properties adjacent to the site, the use of groundwater
and surface water downgradient of the site, and any groundwater, surface water,
and explosive gas monitoring results.
2. Property lines shall not be altered to result in reduction of the buffer areas set forth in
Rule .0564(6) of this Section or stated in the site permit.
3. The buffer areas set forth in Rule .0564(6) of this Section or stated in the site permit
shall not be developed or utilized for residential, commercial, industrial, or
institutional purposes, including above -ground or below -ground construction or
improvements such as utilities, roads, parking lots, and sidewalks.
4. Post -closure care shall be conducted for 10 years.

(c) The concentration of explosive gases generated by the site shall not exceed:
1. Twenty-five percent of the lower explosive limit for the gases in site structures
2. The lower explosive limit for the gases at the property boundary. The Division
May require quarterly monitoring of explosive gases if it is necessary to
Determine compliance with this Item. If the Division requires monitoring, the
Division shall provide written notice of the requirement to the owner or
Operator.
The site shall comply with 15A NCAC 02L for the protection of groundwater quality,
and the surface water quality standards established in 15A NCAC 02B.
10) Other Information requested by the division.

A
gqq!
I .
1 certify that I have read and understand this application and that the information provided in tnis
application is true, accurate, and complete to the best of my knowledge.
Print Name
Title
Business or organization name
M'S'
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Turrm

Appendix A

5,398
0659
FILED
UNION COUNTY, NC
CRYSTAL CRUMP
i REGISTER OF DEEDS
FILED Sep 17, 2010
AT 02:57 pm
BOOK 05398
START PAGE 0659
END PAGE 0661
INSTRUMENT # 23203
EXCISE TAX (None)
JT
Prepared by and mail after recording to Love & Hutaff, PLLC, Richard R. Hutaff, 108 E. Jefferson Street, Monroe, NC 28112.
Excise Tax $0.00
Tax Lot No.
Verified by
By
08-.135-007 and 08-135-007A
Parcel Identifier No.
County on the
Brief Description for the index 47.350 acres and 30.590 acres, Hwy 200
day of
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 1 day of September, 2010, by and between:
GRANTOR
Griffin Farm & Landfill, Inc.,
a North Carolina corporation
. .1
Richard S. Griffin
Mailing Address:
3322 Old Camden Road
Monroe, NC 28110
GRANTEE
Griffin Farm & Landfill, Inc.
a North Carolina corporation
Mailing Address:
3322 Old Camden Road
Monroe, NC 28110
20
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g., corporation or partnership.
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 neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple,
all that certain lot or parcel of land situated in Goose Creek Township, Union County, North Carolina and more
particularly described as follows:
SEE ATTACHED EXHIBIT "A" FOR A MORE COMPLETE METES AND BOUNDS DESCRIPTION
The intent and purpose of this Deed is to combine the above referenced Parcel #'s for tax purposes into
one parcel.
(NC GS § 105-317.2) The property being conveyed herein does / does not contain the primary
residence of the Grantor.

5398
0660
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1006 Page 283
and Book 1488 Page 853.
A map showing the above -described property is recorded in Plat Cabinet at File No.
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.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee 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 lawful claims of all persons whomsoever except for the exceptions
hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
APPLICABLE ZONING; ANY EASEMENTS AND RIGHTS OF WAY FOR SERVICE LINES, ROADS AND UTILITIES AS MAY
BORDER OR CROSS THE PROPERTY INCLUDING, IF APPLICABLE, THE SUBDIVISION STREETS AS SHOWN ON RECORDED
PLAT; ANY EASEMENTS RESERVED IN THE RESTRICTIVE COVENANTS, INCLUDING HOMEOWNERS ASSOCIATION
PROVISIONS; APPLICABLE RESTRICTIVE COVENANTS OF RECORD AND STREET ASSESSMENTS; 2010 REAL PROPERTY
TAXES; SUBJECT TO MATTERS THAT COULD BE REVEALED BY A CURRENT ACCURATE PHYSICAL AND BOUNDARY SURVEY
AND ACTUAL INSPECTION OF THE PROPERTY.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed
by authority of its Board of Directors, the day and year first above written.
Griffin Farm & Landfill, Inc.
By: �%%% -z-' (SEAL)
Ri a d S. Grill/in, President
�/� (SEAL)
Richard Gr ffin
STATE OF NORTH CAROLINA
COUNTY IO•F.UNIONI S
I, I ChOA/� (�y a Notary Public of the County and State aforesaid, certify that
Richard R. Griffin, either being personally known to me or proven by satisfactory evidence, personally came
before me this day and acknowledged that he is President of G
Griffin Farm & Landfill, Inc. a North Carolina Corporation, and that he, as President, being authorized to do so,
voluntarily executed the foregoing on behalf of the corporation for the purposes state therein.
Date: 'I I r LJN%0V?f@,,,
SEAL g XOTARy
s
s PUB00 ti
•G
STATE OF NORTH CAROLINA
COUNTY OF UNION
(��4�
Notary -Public
My commission expires:
I, l *a�s a Notary Public for said County and State, do hereby certify that Richard
R. Griffin, Either b ing personally known to me or proven by satisfactory evidence, personally appeared before
me this day, and acknowledged the voluntary due execution of the foregoing instrument by he / she/ them for
the purposes stated therein.
Date: �.11�' 2011
s20 RYAC,�
SEAL = �OTAF? i
i G PUB00 ti a
WCOUPI'�0
08880 05668 pe
otary Public
My Commission Expires: 7111

5898.
0661
EXHIBIT "A" TO DEED
PARCEL ONE (Tax Parcel #08-135-007; 47.350 acres, Hwy 200):
BEGINNING at an iron stake by an ironwood on the west bank of Chinquepin Creek, adjoining the Wade
Baucom tract, and running thence with the various courses of said creek as follows: South 73 degrees
15 minutes East 152 feet; South 58 degrees East 225 feet; South 18 degrees East 164 feet; thence due
South 370 feet; South 19 degrees East 288 feet; South 23 degrees 30 minutes East 300 feet; thence
South 49 degrees East 200 feet; South 13 degrees 30 minutes West 78 feet; South 74 degrees West 190
feet; thence South 1 degree 30 minutes East 575 feet to an iron stake on the west bank of Chinquepin
Creek, adjoining the Brite Baucom tract; thence South 75 degrees 30 minutes West 1450 feet to an iron
stake by a pine, the corner of Tracts 1, 3 and 4; thence with the lines of Tract No. 1, North 10 degrees
West 1381.5 feet to an iron stake in field, common corner of Tracts 1, 2 and 3; thence with the line of
Tract No. 2, North 45 degrees 45 minutes East 1020 feet to the point of BEGINNING, continuing 65 acres
more or less, and being Tract No. 3 of the J. Cull Baucom, deceased,, estate lands, as surveyed March 18-
r
19, 1940, by Ralph W. Elliott, C.S. and being the same property conveyed by Milton Baucom et ux to
Kimberly Annette Griffin by deed dated April 25, 1985 duly recorded in Book 390 of Deeds on Page 410,
Union County Registry.
PARCEL TWO (Tax Parcel #08-135-007A; 30.59 acres. Hwy 200):
All that certain piece, parcel or lot of land, lying and being in Union County, State of North Carolina,
being more fully shown and designated on a boundary survey for Griffin Landfill, by Keistler Engineering
Company, Inc., dated April 19, 1995, and recorded in the RMC office for Union County in Plat Book
at page , and having the following metes and bounds to wit: Beginning at an Iron Pin
Found %' Rebar at the North East corner of property now or formerly owned by Baucom (Ref. D.B. 383
Pg. 598). Thence NOO-05-16E for a distance of 218.20 along a tie line to the Point of Beginning for the
landfill. Thence N20-25-16E for a distance of 428.80. Thence NOO-00-48E for a distance of 195.81.
Thence N08-50-08E for a distance of 200.25. Thence N17-17-OOE for a distance of 297.15 . Thence N50-
58-24E for a distance of 422.33. Thence S84-01-35E for a distance of 352.84 to a point on the west bank
of Chinkapin Creek, thence continuing along around a curve to the right with an Arc distance of 314.16
having a Radius of 200.00' and a Chord of S39-01-36E 282.84'. Thence S11-41-02W for a distance of
147.82. Thence S27-03-02E for a distance of 289.49. Thence 543-01-04E for a distance of 590.65 crossing
Chinkapin Creek. Thence S73-31-31W for a distance of 440.79 crossing Chinkapin Creek to a point at the
North East corner of an existing LCID Landfill. Thence N09-22-07W for a distance of 100.00. Thence S85-
23-44W for distance of 245.48. Thence S75-03-OOW for a distance of 391.45. Thence S37-24-57W for a
distance of 331.60. Thence N84-01-36W for a distance of 414.87 to the point of Beginning and
containing 30.59 acres.

Town of Unionville
August 8, 2024
Griffin Farm and Landfill, Inc.
c/o Mr. Richard Griffin
3322 Old Camden Road
Monroe, NC 28110
Re: Zoning Compliance for Proposed LCID Landfill Expansion on Tax Parcel
08135007A
Dear Mr. Griffin:
I am responding to the request by Griffin Farm and Landfill, Inc. (GFL) for a letter
acknowledging that GFL's approximately 6-acre proposed expansion of its current Land
Clearing and Inert Debris (LCID) landfill complies with the Town of Unionville's Land Use
Ordinance. GFL has supported its request by providing (i) certain draft information that would
be supplied to the North Carolina Department of Environmental Quality (DEQ), (ii) certain
design information, and (iii) infonmation related to your 1997 special use permit from Union
County, North Carolina. GFL has also provided certain other information and representations in
response to our requests. Thank you for responding to our various inquiries.
The proposed LCID expansion is located entirely on Tax Parcel 08135007A in the Town
of Unionville (the Parcel). The Parcel is in the Town's RA-40 zoning district, in which
Demolition Landfills are allowed with a special use permit. The materials permitted in a
Demolition. Landfill include materials that would be permitted in an LCID landfill (called a
"Reclamation Landfill" in the Town's ordinance).
Concerning the SUP requirement, the Town recognizes the 1997 special use permit as it
applies to the Parcel, issued by Union County and recorded in the County's land records at Book
1031, Page 0048 (the SUP). A copy of the SUP is attached. Further, based on Union County's
definition of "Demolition Landfill" at the time of its issuance, the SUP contemplates the disposal
of LCID materials. Accordingly, subject to the below, the proposed expansion complies with the
Town's Land Use Ordinance,
The SUP states that the permitted activity must strictly comply with the plans approved
by Union County's Board, and that GFL must seek separate approval for uses not compliant with
approved plans. To our knowledge Union County's records do not contain specific site plans
provided with the SUP application, although we note that the application refers to a "workable
landfill area" of 83.3 acres (which acreage apparently includes two other parcels, which are not
1102 Unionville Church Rd, • Monroe, NC 28410
Phone; [phone] • Fax: [phone]
ebsi€e: www unionvillenc,org
En`ra& sgaddy,,Ounionvillenc.org

included in GFL's request to the Town). Our conclusion that the proposed LCID landfill
expansion complies with the Town's Land Use Ordinance depends on the expansion (i) being
included in the workable landfill area of 83.3 acres, and (ii) strictly complying with plans, if any,
submitted and approved by Union County in 1997. If either is not the case, a new SUP from the
Town would be required. Please confirm GFL's compliance with these two caveats.
Our conclusion is also based on the preliminary plans provided by Municipal
Engineering, Inc., depicting how the expansion will comply with various siting and screening
requirements in Section 180 of the Town's Land Use Ordinance, "Landfills, Other than County
Owned and/or Operated." Please submit final plans for our review once they are available.
Finally, this letter is limited to only GFL's current request for an expansion of an LCID landfill
located entirely on the Parcel. Any future expansions, different parcels or different uses would
require a new review by the Town.
Thank you again for your cooperation. Please feel free to contact me if you should have
any questions.
Regards,
c-� 4� w�
Sonya . Gaddy
Cler ax Collector/Land Use Administrator
/swg
Enclosure

NORTH CAROLINA 6K 10 .31 PC U 0 4 U
UNION COUNTY
r1w to record
THE COUNTY OF UNION �irp+, -�{5 t' !r•:k Q. _in
SPECIAL USE PERMIT GRANTED Ulll(II l�;nli�" � ' � �`, ('�eU1 GmAina
On the date(s) listed below, the Board of Adjustment of the County
of Union met and held a hearing to consider the following application:
Record Owner(s) Richard Griffin
Property Location4242 Morgan Mil). Road
Tax Map d Parcel 6 08- A-07 Acreage � .l
Deed Reference; Book _, I L, , Page
Proposed Use of Property "for the constriction and car lion of a Sl,1t.e a;yn oval
demolition landfill." _
Meeting Date 11.-3-97 Approval Date _11-3_97
Having heard all the evidence and arguments presented at the hearing,
the Board of Adjustment finds that the application is complete, that the
application complies with all the applicable requirements of the Union
County Land Use Ordinance for the development proposed, and that therefore
the application to make use of therabove described property for the purpose
indicated is hereby approved, subject to all applicable provisions of the
Union County Land Use Ordinance and the following conditions:
1) The applicant shall complete the development strictly in
accordance with the plans submitted to and approved by this
Board, a copy of which is filed with the Administrator. Any
deviations from or changes in these plans must be pointed out
specifically to the Administrator in writing and specific
written approval obtained as required by Section 64.
2) Phat approval will be obtained from the State for Sed innnFakinn
and F.,L.r n Control on each phase pror to fillinn Tres
Invalidation of any one or more of.these conditions shall not adversely
affect the balance of the said conditions, which shall remain in force and
in effect.
Whenever a special use permit is issued to authorize development (other
than single-family or two-family residences) no building permit shall be
issued and nothing authorized by the permit may be done un Lll the record
owner of the property has signed a written acknowledgemer._ that the permit
has been issued and the permit has been recorded by the permit recipient In
the Union County Registry and indexed under the record owner's name as
grantor as required by Section 63(b). The revised. 11-.iuo r-mL y L,­d Ilse.
Ordinance was adopted August 3, 1987, effective September 1, 1987.
Prepared by tho Union County Department of. Inspection.
1`n0 1116
%cilQfd &i 4!n
33aa old Camda,`io,
tvlonr", UC a8i10
1

81s I b31 PGO049
NORTH CAROLINA
UNION -COUNTY
IN WITNESS WHEREOF, the County of Union has caused this permit to be
issued, and the undersigned being all of the property owners of the property
above described, do hereby accept this Special Use hermit, together with all
its conditions, as binding upon them and their successors in interest.
THE C N OP ION
BY
Administrator
I, Kinds S. Uelffs , a Notary Public in and for said.
County and State, do hereby certify that Fred.Knier.
Administrator of the County of Union personally came before me this day, with
the foregoing instrument, and being by me duly sworn, by virtue of a resolution
of the Board of Adjustment, and that aside instrument is the act and deed of
the County of Union.
IN WITNESS THEREOF, I have hereunto set my Han�,,ind Notarial Seal this
the i dk^ day of Novenber 19 97
liptiary:, 6 is :.--
My Commission Expires: s
11-20-99
rC t""
--------------- - ------- I ...
t to H
I, Richard Griffin , 3wner(s) do hereby
acknowledge receipt of this Special Use Parmit. The undersigned owner(s) do
further acknowledge that no work may be done pursuant to this permit except in
accordance with all of its conditions and requirements and that this restriction
$hall be binding upon them and their successors in interest.
Utt
Owner
Owner
NORTH CAROLINA
4:- - COUNTY
I Vanda S. :!elms , a Notary Public in and for said
State and County, do hereby certify that .,chard Griffin WN
owner(e) personally appeared before me
this day and acknowledged the due execution of the foregoing instrument.
WITNESS my Hand and Notarial Seal, this the 1_9 day of Noverber , 19 97,
Notary Public
MY Commission Expires:
11-20-99
(Not valid until fully executed and recorded)
1"he foregoing cert/ticawv of
+stare ceivried to be Corrert. Thls Instrument
and certificate m o duly rsglsterad at the date
and time and in t;,o Vook and Page shown on
the first page hr., Fof.
Judggy G. Prica aY.• �JZQ/1� c�C�f�_.
UniontCounty, NO eputy

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National Flood Hazard Layer FIRMette .., FEMA
Legend
8090'24"W 35o3'39"N
I - l .V,000
0 250 500 1,000 1,500 2,000
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD With BFE or Depth Zone AE, AO, AH, VE, AR
HAZARD AREAS Regulatory Floodway
0.2%Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
_Future Conditions 1% Annual
Chance Flood Hazard zonex
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD ��� Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zonex
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone
GENERAL -- - - Channel, Culvert, or Storm Sewer
STRUCTURES IIIIIII Levee, Dike, or Floodwall
cl Cross Sections with 1% Annual Chance
t7•s Water Surface Elevation
a - - - Coastal Transect
^-^^-5n— Base Flood Elevation Line (BFE)
Limit of Study
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OTHER
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FEATURES
Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS
Unmapped
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pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 11/16/2023 at 2:28 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.
Basemap Imagery Source: USGS National Map 2023

19019109Zvi901waI:Z`lIIIM019
ColivJI0l111:AwVus] 0
OWNER -PRICE
141►TiTn121:a91.1►101120r_villIle] :j
OWNER:HELMS LIVING TRUST
OWNER:DONALD HELMS
OWNER:DONALD HELMS
10�LT1T10121:7i:7_1:1:/_11VAI
OWNER:HINSON
OWNER:RED BARN SPORTING RANGE LLC
GENERAL MANAGER KIMBERLY GRIFFIN RAYMOND
(RICHARD GRIFFIN'S DAUGHTER)
OWNERXIMBERLY GRIFFIN RAYMOND
(RICHARD GRIFFIN'S DAUGHTER)
OWNER:GRIFFIN RAYMOND III LLC
OWNER:GRIFFIN RAYMOND III LLC (RICHARD GRIFFIN'S DAUGHTER)
(RICHARD GRIFFIN'S DAUGHTER)
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C-1
2

Appendix B

James B. Hunt, Jr., Governor
Betty Ray McCain, Secretary
March 27, 1995
James W. Keistler, Jr.
Keistler Engineering Co., Inc.
P.O. Box 522
Great Falls, SC 29055
Re: Landfill, Griffin Property, Union County, ER 95-
8522
Dear Mr. Keistler
Division of Archives and History
William S. Price, Jr., Director
Thank you for your letter of March 2, 1995, concerning the above project.
We have conducted a review of the project and are aware of no properties of
architectural, historic, or archaeological significance which would be affected by
the project. Therefore, we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act of 1966 and the Advisory Council on Historic Preservation's
Regulations for Compliance with Section 106, codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill -Earley,
environmental review coordinator, at 919/733-4763.
Sincerely,
David Brook
Deputy State Historic Preservation Officer
DB:slw

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Parks & Recreation
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Dr. Philip K. McKnelly, Director
?v1i:.irc'h 23, 1995
Mr. James W. Keistler
Keistler Engineering Co., Inc.
P.O. Box 522
Great Falls, SC 29055
SUBJECT: Rare Species, High Quality Natural Communities, and
Significant Natural Areas in the Proposed Demolition Landfill
Project Site, Union County, North Carolina
Dear Mr. Keistler:
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 demolition landfill project site in Union 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.
Union County is known to contain rich mafic soils high in
magnesium and iron. These soils often support rare species such
as Schweinitz's sunflower (Helianthus schweinitzii), a Federal
and State Endangered species. If this site contains mafic soils
such as Iredell, Mecklenburg, and Zion soils, this site may
support rare species and a survey should be conducted.
Enclosed is a list of rare species that are known to occur in
Union 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.
Please contact me at the address below or call me at (919) 733-
7701 if you have any questions or need further information.
Sincerely,
Inge Smith
Information Specialist
Natural Heritage Program
Enclosures
P.O. Box 27687, Raleigh, North Carolina 2761 1-7687 Telephone [phone] FAX [phone]
An Fcqual opporlunily Af(irmafive. Action Employor 50%recycled/ 10% post -consumer paper

NATURAL HERITAGE ELEMENTS AND SPECIES STATUS CODES
The attached output from the N.C. Natural Heritage Program database is a listing of
the elements (rare species, geologic features, natural communities, and special
animal habitats) known to occur in your geographic area of interest. The
information on this printout is compiled from a variety of sources, including field
surveys, museums and herbaria, literature, and personal communications. The
database is dynamic, with new records being added and old records being revised as
we receive new information. The enclosed list cannot be considered a definitive
record of natural heritage elements, and it should not be considered a substitute
for field surveys. When this information is used in any document, we request that
the printout date be given and that the Natural Heritage Program be credited.
This cover sheet explains the four columns of status codes that are given on the
right-hand side of the printout.
CODE
STATUS
CODE
STATUS
E
Endangered
SR
Significantly Rare
T
Threatened
V
Vulnerable
Sc
Special Concern
UNK
Undetermined
C
Candidate
EX
Extirpated
p
Proposed (E, T, or C)
Plant statuses are determined by the Plant Conservation Program (N.C. Dept. of
Agriculture) and the Natural Heritage Program (N.C. Dept. of Environment, Health,
and Natural Resources). E, T, and SC species are protected by state law (the Plant
Protection and Conservation Act, 1979); C and SR designations indicate rarity and
the need for population monitoring and conservation action, as determined by the
Plant Conservation and Natural Heritage Programs.
Animal statuses that indicate state protection (E, T, and SC) are published in
"Endangered Wildlife of North Carolina", March 16, 1992, N.C. Nongame and Endangered
Wildlife Program. The Significantly Rare, Undetermined, Vulnerable and Extirpated
statuses are (for the most part) Natural Heritage Program designations. They
Indicate rarity and the need for population monitoring and conservation action.
FEDERAL PROTECTION
The current federal status is listed in "Endangered and Threatened Wildlife and
Plants, July 15, 1991 (50 CFR 17.11 & 17.12, Department of the Interior).
Definitions are taken from the Endangered Species Act of 1973, as amended through
the 100th Congress (1988), and the Federal Register, Part VIII, November 21, 1991
(50 CFR 17, Department of the Interior).
CODE
STATUS
DEFINITION
E
Endangered
A taxon which "is in danger of extinction
throughout all or a significant portion of its
range"
T
Threatened
A taxon "which is likely to become an endangered
species within the foreseeable future throughout
all or a significant portion of its range"
P
Proposed
A taxon which has been proposed for official
listing as endangered or threatened
L
Listed
A taxon which has been officially listed as
endangered or, threatened
C1
Category 1
A taxon which is under consideration, and for
("Candidate 1")
which there is sufficient information to support
listing

C2
Category 2
A taxon which is under consideration, but for
is insufficient information to support
("Candidate
2")
which there
listing
3A
Category 3A
A taxon which was formerly under consideration for
("Candidate
3A")
listing, but for which there is "persuasive
evidence of extinction"
3B
Category 3B
A taxon which was formerly under consideration for
taxonomic understanding
("Candidate
3B")
listing, but which current
does not support as a distinct entity meeting the
Endangered Species Act 's definition of "species"
3C
Category 3C
A taxon formerly under consideration for listing,
("Candidate
3C")
but which has been "proven to be more abundant or
widespread than previously believed and/or (which
is) not subject to any identifiable threat"
GLOBAL AND STATE RANK
These ranks are determined by The Nature Conservancy's system of measuring rarity
and threat status. "Global" refers to worldwide and "State" to statewide.
RANK DEFINITION
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 local 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 historical 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 of questionable taxonomic status
T Status of subspecies or variety; the G rank refers to the species as
a whole
State rank codes follow the same definitions, except the words "in the state" should
be substituted for "globally" or "throughout its range." Also, there are four
additional state ranks:
RANK DEFINITION
SR Reported from North Carolina, but without persuasive documentation
B Rank of the breeding population in North Carolina; used only for
migratory species
N Rank of the non -breeding population in North Carolina; used only for
migratory species
Z Population is not of significant conservation concern; applies to
transitory, migratory species
2/4/93 P.O. Box 27687
N.C. Natural Heritage Program Raleigh, NC 27611
Division of Parks and Recreation

SCIENTIFIC AND
STATE
FED®
STATE
GLOBAL
COMMON NAME
PROT®
PROT®
RANK
RANK
*** Union county
** Vertebrates
AMBYSTOMA TALPOIDEUM,
SC
S2
G5
MOLE SALAMANDER
ETHEOSTOMA COLLIS
SC
S3
G3
CAROLINA DARTER
** Invertebrates
ANILLINUS SP 1
SR
S?
G?
A GROUND BEETLE
LASMIGONA DECORATA
E
LE
S1
G1
CAROLINA HEELSPLITTER
STROPHITUS UNDULATUS
T
S2
G5
SQUAWFOOT
VILLOSA CONSTRICTA
SR
S3?
G4
NOTCHED RAINBOW
VILLOSA DELUMBIS
SR
S3?
G3G4
EASTERN CREEKSHELL
VILLOSA VAUGHANIANA
SC
S2
G3
CAROLINA CREEKSHELL
** Vascular plants
ASTER GEORGIANUS
C
C2
S2
G2G3
GEORGIA ASTER
ASTER LAEVIS VAR CONCINNUS
C
S2
G5T4
SMOOTH BLUE ASTER
ASTER MIRABILIS
C
S2
G2G3
PIEDMONT ASTER
BAPTISIA ALBESCENS
SR
S2
G4
THIN -POD WHITE WILD INDIGO
COELORACHIS CYLINDRICA
C
SH
G4G5
CAROLINA JOINTGRASS
GNAPHALIUM HELLERI VAR HELLERI
SR
S2?
G4T3
HELLER'S RABBIT TOBACCO
HELIANTHUS LAEVIGATUS
SR
S2
G4
SMOOTH SUNFLOWER
HELIANTHUS SCHWEINITZII
E
LE
S2
G2
SCHWEINITZ'S SUNFLOWER
ISOIETES VIRGINICA
C
C2
S1
G1G2Q
VIRGINIA QUILLWORT
LOTUS HELLERI
C
S2
G?
CAROLINA BIRDFOOT-TREFOIL
PORTERANTHUS STIPULATUS
SR
S2
G5
INDIAN PHYSIC
** Natural communities
BASIC OAK --HICKORY FOREST
S3
G4
DRY OAK --HICKORY FOREST
S4
G5
XERIC HARDPAN FOREST
S3
G3G4
** Geologic features
GRABEN
NC Natural Heritage Program
NC Division of Parks and Recreation
January 1995

Appendix C

CERTIFICATION
This plan was prepared under the direct supervision of the undersigned Professional
Engineer. This plan meets all the requirements of Rule 0.0565
y CAS O 's
is Q � -
��y t
(P.
IRV
Stephen L. Crawford, PE
License No. 025447

GRIFFIN FARM AND LANDFILL... INC.
LAND CLEARING AND INERT DEBRIS LANDFILL -PHASE 2
PROJECT LOCATION
APPLICANT
GRIFFIN FARM AND LANDFILL, INC.
APPLICANT ADDRESS
3322 OLD CAMDEN ROAD
MONROE, NC 28110
SITE ADDRESS
4242 MORGAN MILL RD
MONROE, NC 28110
UNION COUNTY, NORTH CAROLINA
G23O68
INDEX OF DRAWINGS
SHEET NO.
DRAWING NO.
DESCRIPTION
1
T-1
COVER PAGE, VICINITY MAP, & DRAWING INDEX
2
C-1
AREA MAP
3
C-2
EXISTING SITE
4
C-3
PROPOSED GRADE AND EROSION CONTROL
5
C-4
PROPOSED WASTE FILL PLAN
6
C-5
CROSS SECTIONS
7
C-6
PLANTING PLAN
8
C-7
PROJECT DETAILS
9
C-8
NCG01 GUIDELINES AND SEEDING SPECIFICATIONS
Engineer
Municipal Engineering, Inc.
Garner, NC - Boone, NC
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SCALE: NOT TO SCALE
DATE:
10115124
DRWN. BY:
B. OSBORNE
CHKD. BY:
S. CRAWFORD
OWNER AND OPERATOR
RICHARD GRIFFIN
by
Professional Engineer
(Garner Office)
PROJECT NUMBER
G23068
DRAWING NO. SHEET NO.
T-1 1

19019109Zvi901waI:Z`lIIIM019
ColivJI0l111:AwVus] 0
OWNER -PRICE
141►TiTn121:a91.1►101120r_villIle] :j
OWNER:HELMS LIVING TRUST
OWNER:DONALD HELMS
OWNER:DONALD HELMS
10�LT1T10121:7i:7_1:1:/_11VAI
OWNER:HINSON
OWNER:RED BARN SPORTING RANGE LLC
GENERAL MANAGER KIMBERLY GRIFFIN RAYMOND
(RICHARD GRIFFIN'S DAUGHTER)
OWNERXIMBERLY GRIFFIN RAYMOND
(RICHARD GRIFFIN'S DAUGHTER)
OWNER:GRIFFIN RAYMOND III LLC
OWNER:GRIFFIN RAYMOND III LLC (RICHARD GRIFFIN'S DAUGHTER)
(RICHARD GRIFFIN'S DAUGHTER)
012106" Viv11►6*101►
OWNER:CANUPP / OWNER:CANUPP
0
CLOSED C&D LANDFILL
(-15 ACRES)
ACTIVE LCID LANDFILL
(-13 ACRES)
ER:KATHERINE GRIFFIN
OWNER:NANCY GRIFFIN
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PIN:08135005
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CHINKIPIN CREEK
OWNER:ELLIS W&B FAMILY
HICKEN BARNS RAZED 8/19-2/21
AERIAL PHOTOGRAPH FROM NCONE MAP TAKEN 2/1/19
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AS SHOWN
DATE:
9117124
DRWN. BY:
J. PFOHL
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-1
2

o:
p23
GRAPHIC SCALE
0 120 240
Feet
( IN FEET )
1 inch = 120 ft.
LEGEND
100-YEAR FLOOD PLAIN
CREEK
EXISTING ROADS
EXISTING CONTOURS
GRIFFIN FARM & LANDFILL INC. PROPERTY LINE
EXISTING POWER POLES
P5 OBSERVATION WELL/PEIZOMETER
MW M: MONITORING WELLS
LANDFILL GAS MONITORING WELL
NOTES:
1. THERE ARE NO AIRPORTS LOCATED WITHIN 10,000 FEET OF
THIS SITE.
2. THE SITE IS NOT LOCATED IN THE FLOODPLAIN.
3. THE SITE IS NOT LOCATED IN WETLANDS.
4. THERE ARE NO FAULT AREAS.
5. THE SITE IS NOT LOCATED IN A SEISMIC IMPACT ZONE.
6. THE SITE IS NOT LOCATED IN UNSTABLE AREAS.
7. THERE ARE NO ARCHEOLOGICAL OR HISTORICAL AREAS
ON THE SITE.
8. THE SITE IS NOT LOCATED IN A STATE NATURE OR
HISTORIC PRESERVE.
9. THERE ARE NO ENDANGERED OR THREATENED SPECIES.
10. THERE IS A 100 FOOT BUFFER BETWEEN THE EXPANSION
AND THE PROPERTY LINE.
11. THERE IS A 50 FOOT BUFFER BETWEEN THE EXPANSION
AND DRAINAGE FEATURE.
12. PROPOSED CONTOURS ARE ON A THREE TO ONE SLOPE.
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SCALE:
AS SHOWN
DATE:
1112812023
DRWN. BY:
B. OSBORN
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-2
3

•�(� ,]
�s
N\\
EXISTING C$D
I AND'FILL
s,
EXISTING C&D
/I
PROP. TEMPORARY SEDIMENT (SEE DETAIL ON DWG. Di) � LANDFILL
PROP SILT FENCE-TYP
RISER BARREL, TO BE REMOVED ONCE
SKIMMER AND BAFFLES CONSTRUCTION OF SPILLWAY
(SEE DETAILS ON DWG. C-]) AND BARREL ARE COMPLETE `—_i
I ` \ l � - / _ _ _ � '
�.,���
PROP. LIMITS OF I\ A��/,t��
DISTURBANCE � '\ 1 Exis1iNcsc
/ � �/�/�� al SCALES AND
fiz ACRES) � I �- .'"_ / o ATTENDANT euiLoiN/c
520
DB
518
EXISTING LLIO
LANDFILL
e � I
\I : \�. ^',
.BUFFS, � x\
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EXISTING INTERMITTENT—\ �m� o'?
\ , /DRAINAGE FEATURE
PROP. DIVERSION BERM
(SEE DETAIL ON DWG. C-]) yq X
\ � ARMOUR INLET ENO OF --
'' BASIN WITH 12" RIP -RAP
PROP. TEMPORARY SEDIMENT
BASIN #1 WITH RISER, BARREL, \
SKIMMER AND BAFFLES _
(SEE DETAILS ON DWG. C-])
100' BUFFER
EROSION CONTROL - CONSTRUCTION SEQUENCE:
1. PRIOR TO START OF PROJECT A PRE -CONSTRUCTION MEETING
SHALL BE SCHEDULED BETWEEN THE OWNER, CONTRACTOR,
ENGINEER AND NCDEQ-LAND QUALITY SECTION.
2. ALL SELF -INSPECTION, RECORD KEEPING, REPORTING, GROUND
STABILIZATION AND MATERIALS HANDLING SHALL ADHERE TO THE
NOTES AND DETAILS SHOWN ON DRAWING D-2.
3. CLEAR AREA NECESSARY TO INSTALL SILT FENCE.
4. INSTALL SILT FENCE.
5. APPLY TEMPORARY SEEDING AND MULCH TO ALL DISTURBED
AREAS.
6. CLEAR AREA NECESSARY TO INSTALL SEDIMENT BASIN #1.
7. INSTALL SEDIMENT BASIN #1. ONCE SKIMMER OUTLET, SPILLWAY AND
RIP -RAP ARE INSTALLED REMOVE SILT FENCE BELOW SPILLWAY.
8. APPLY TEMPORARY SEEDING AND MULCH TO ALL DISTURBED AREAS.
9. CLEAR AREA NECESSARY TO INSTALL SEDIMENT BASIN #2.
10. INSTALL SEDIMENT BASIN #2. ONCE SKIMMER, OUTLET,SPILLWAY AND
RIP -RAP ARE INSTALLED REMOVE SILT FENCE BELOW SPILLWAY.
11. APPLY TEMPORARY SEEDING AND MULCH TO ALL DISTURBED AREAS.
12. CLEAR AREA NECESSARY TO INSTALL DIVERSION BERMS.
10. INSTALL DIVERSION BERMS.
11. APPLY PERMANENT SEEDING AND MULCH TO ALL DISTURBED AREAS
ACCORDING TO "NPDES STORMWATER STABILIZATION CHART"
PROVIDED ON DRAWING D-2.
12. ONCE ALL MEASURES ARE INSTALLED, AND STABILIZED, CLEARING
AND GRUBBING OF THE AREA WITHIN THE LIMITS OF DISTURBANCE
CAN BEGIN. ALL MEASURES SHALL BE MAINTAINED THROUGHOUT
THE LIFE OF THE PROJECT ACCORDING TO MAINTENANCE NOTES AS
INDICATED ON DRAWINGS D-1 AND D-2.
GRAPHIC SCALE
0 100 200
Feet
( IN FEET )
1 inch = 100 ft.
LEGEND
P5
100-YEAR FLOOD PLAIN
CREEK
EXISTING ROADS
EXISTING CONTOURS
GRIFFIN FARM & LANDFILL INC. PROPERTY LINE
EXISTING POWER POLES
OBSERVATION WELL/PEIZOMETER
MONITORING WELLS
g BAFFLES
Dg DIVERSION BERM
SILT FENCE
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SCALE:
AS SHOWN
DATE:
1112812023
DRWN. BY:
B. OSBORNE
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-3
4

/ -/- - v -� r
EXISTING
%ILANDFILL O
EXISTING C&D
PROP. SILT FENCE TVP. ❑J��r LANDFILL
PROP TEMPORARY SEDIMENT (SEE DETAIL ON OWG. TO BE REMOVED ONCE
Di)
BASIN p2 WITH RISER, BARREL,
SKIMMER BAFFLES �
/ ` CONSTRUCTION OF SPILLWAY AND BARREL ARE COMPLETE
SEE DETAILS ON DWG. C-])
—�
PROP. LIMITS OF
�cle\xis�\nNc SCALES -nN�oennce ;.Tle / nrreNonNr BUILDING ncaes)
......... .. I , , — L �� z
�e�sr�c�a
526 LANDFILL
526
EXISTING INTERMITTENT Y � \ a2oo�a
oaniNnce Fenrurze � �� \ � \ y � / � / � %jl��i.� •�
PROP. DIVERSION BERM
DETAIL ON DWG. C"]) " ,.
(SEE x �\
SU'BUFFER
ARMOUR INLET
END OF
\ I BASIN WITH 12" RIP-RAP5211
( /
5,34
PROP. TEMPORARY SEDIMENT — "� / � \ � �'^ ... ��og \
BASIN#1 WITH RISER. BARREL
SKIMMER AND BAFFLES
SEE DETAILS ON DWG. C ])j-
GRAPHIC SCALE
0 100 zoo
\ ' Feet
i
/ I ( IN FEET )
1 inch = 100 ft.
LEGEND
I 100-YEAR FLOOD PLAIN
CREEK
EXISTING ROADS
EXISTING CONTOURS
GRIFFIN FARM & LANDFILL INC. PROPERTY LINE
O EXISTING POWER POLES
P5 Ow OBSERVATION WELL/PEIZOMETER
MW MONITORING WELLS
B BAFFLES
DB DIVERSION BERM
SILT FENCE
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SCALE:
AS SHOWN
DATE:
1112812023
DRWN. BY:
B. OSBORNE
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-4
5

610.0(
590.0(
580.0(
570.0(
560.0(
550.0(
540.0(
530.0(
520.0(
510.0(
500.0(
490.0(
-2
11
01
91
PROPOSED
3:1 SLOPES
FINAL F
LL
81
71
61
51
41
PROPO
ED GRADE:
FILL TO MINIMUM
531
EXISTING
GRADE
SEASONAL
HIG
21
11
10-
+00.00
-1+00.00
0+0
.00 1+0
_00 2+0
.00 3+0
.00 4+0
_00 5+0
.00 6+0
.00 7+0
.00 8+0
.00 9+0
.00 10+
0.00 11+
01
91
0.00
CROSS SECTION Al-A2
SCALE: HORIZ.: 1" = 100'
VERT.: 1" = 10'
we]
).00 600.0(
).00 590.0(
).00 580.0(
).00 570.0(
).00 560.0(
).00 550.0(
).00 540.0(
).00 530.0(
).00 520.0(
).00 510.0(
).00 500.0(
-2
1 We
PROPOSED
3:1 SLOPES
FINAL FILL
/
PROPOS
D GRADE
SE
EXI
SONAL HIG
TING GRAD
MINIMUM
4'FROVI
GRADE
+(0.00
-1 +00.00
0+0
.00 1 +0
.00 2+0
.00 3+0
.00 4+0
.00 5+0
.00 6+0
.0
CROSS SECTION B l -B2
SCALE: HORIZ.: 1" = 100'
VERT.: 1" = 10'
70.00
10.00
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SCALE: AS SHOWN
DATE: 1112912023
DRWN. BY: B. OSBORNE
CHKD. BY: S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-5
1 6

PROP. LIMITS OF DISTURBANCE
( 12 ACRES)
PROPOSED ACCESS ROAD
26' WIDE
PROPOSED WASTE
BOUNDARY (5.94 ACRES)
NOW OR FORMERLY OWNED BY:
KIMBERLY GRIFFIN RAYMOND
(RICHARD GRIFFIN'S DAUGHTER)
GENERAL NOTES:
1. THERE ARE NO AIRPORTS LOCATED WITHIN 10,000 FEET OF THE SITE.
2. THE SITE IS NOT LOCATED IN THE FLOODPLAINS.
3. THE SITE IS NOT LOCATED IN WETLANDS.
4. THERE ARE NO FAULT AREAS.
5. THE SITE IS NOT LOCATED IN A SEISMIC IMPACT ZONE.
6. THE SITE IS NOT LOCATED IN UNSTABLE AREAS.
7. THERE ARE NO ARCHIOLOGICAL OR HISTORICAL AREAS ON THE SITE.
8. THE SITE IS NOT LOCATED IN A STATE NATURE OR HISTORIC PRESERVE.
9. THERE ARE NO ENDANGERED OR THREATENED SPECIES.
10. THERE IS A 100' BUFFER BETWEEN THE EXPANSION AND THE PROPERTY LINES.
11. THERE IS A 50' BUFFER BETWEEN THE EXPANSION AND THE WATER.
12. PROPOSED CONTOURS ARE ON A THREE TO ONE SLOPE
520 522
�- -520 518
_Co/
/ 518
520 O i
DB-77
/ M
m--- DB
/
` 522—� — — L — - — -
`I 53
\
03
5A
\ \ y5A
\ 560 A
0' \
1
526
\ r
I � �
1
50' BUFFER \ \
_ \Z� \ \
__52 \\ \
�A \
I
530
520 ��
PLANTING NOTES:
- SCREENING PLAN PROVIDED TO SATISFY TOWN OF UNIONVILLE NC ZONING ORDINANCE REQUIREMENTS.
- PER THE TOWN OF UNIONVILLE ORDINANCE SECTION 307: DESCRIPTION OF SCREENS, THE LANDFILL SHALL HAVE A
TYPE "B" SEMI -OPAQUE SCREEN.
- TREES SHALL BE PLANTED IN ACCORDANCE WITH THE TOWN OF UNIONVILLE ORDINANCE APPENDIX E: SCREENING
AND PLANTS
PLANTING SCHEDULE
SYMBOL TYPE NAME HEIGHT SPREAD AMOUNT
SMALL AMERICAN HOLLY 15-30' 10-20' 92
C) TREE (OR EQUIVALENT)
*SEE UNIONVILLE ORDINANCES, APPENDIX E, FOR EQUIVALENT TREES
PLANTING INTERVALS:
- AMERICAN HOLLY TREES (IF CHOSEN) SHALL BE PLANTED 15' APART, TRUNK TO TRUNK. IF CHOOSE OTHER TYPE OF TREE
SPACING SHOULD BE THE AVERAGE SPREAD LISTED IN THE UNIONVILLE ORDINANCE.
OWNED BY:
GRIFFIN FARM & LANDFILL INC.
NOW OR FORMERLY OWNED BY:
GRIFFIN RAYMOND III, LLC
(RICHARD GRIFFIN'S DAUGHTER)
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
toq
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SCALE:
AS SHOWN
DATE:
1011512024
DRWN. BY:
J. PFOHL
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
C-6
SHEET NO.
7

RISER 0 + 1 "
ANTI -VORTEX DEVICE —
(SAME GAUGE AS RISER)
N
CREST OF RISER
SKIMMER DEWATERING DEVICE —
SEE DETAIL THIS SHEET _
MAX. SEDIMENT LEVEL
(1/2 RISER HEIGHT)
BOTTOM OF BASIN
4'X4'X1'
CLASS B STONE PAD
UNDER SKIMMER HEAD
ANTI -FLOATATION FOOTING CLASS "B" -
STONE OVER A 1/4" STEEL PLATE WELDED
TO BOTTOM OF RISER PIPE (SEE CHART
BELOW FOR DIMENSIONS AND PLATE SIZE)
E
TRASH RACK
(1/2"O STEEL BARS)
' w' SEE CHART BELOW ANTI -FLOATATION FOOTING CLASS "B"
STONE OVER A 1/4" STEEL PALTE
2
1�
WELDED TO THE BOTTOM OF RISER PIPE
(FOR DIMENSIONS SEE CHART BELOW)
o
/
w
_
EARTH BER
BARREL
a
CMP BARREL
U
ui
s° s°
MIN. MIN
Y
J
RISER PIPE
RISER FOOTING DETAIL
NOT TO SCALE
RISER PIPE DETAIL
NOT TO SCALE
1'
RISER PIPE TOP OF BERM
RIPRAP SPILLVP
CREST OF RISER 2
MAX. SEDIMENT LEVEL 1Ir
(1/2 RISER HEIGHT)
ANTI -FLOATATION FOOTING
(SEE CHART BELOW)
CUT-OFF TRENCH
w/ 1:1 SIDE SLOPES
(LENGTH OF DAM)
V FREEBOARD MINIMUM
EARTH BERM TO BE COMPACTED TO 95%
STANDARD PROCTOR MAX. DENSITY
RIPRAP OUTLET FACE OF
1 SPILLWAY TO TOE OF BERM
CORRUGATED METAL -
PIPE (CMP) BARREL
LENGTH VARIES
TYPICAL DAM - SECTION
EXIST. GRADE
RIPRAP
OUTLET
PROTECTION
BASIN
NO.
BOTTOM
SPILLWAY
BERM
EL'
RISER
BARREL
FOOTING FOR RISER PIPE
BARREL OUTLET PROTECTION
SKIMMER DEWATERING DEVICE
BAFFLES
SIZE
EL.
WIDTH
EL.
DIA. I
V. IN
DIA.
LENGTH
INV.IN
TOP EL.
L'
'W'
D
PLATE
SIZE
L'
' W '
d
50
THICK.
EL.
BASIN
VOLUME (CU. FT.)
SKIMMER
SIZE
ORAFICE
SIZE
DEWATE
(DAYS)
NUMBER
REQUIRED
Basin #1
See Dwg
512'
10,
518'
520'
45"
517.5'
30"
56'
512'
512'
6.5'
6.5'
1.0'
6.5' SQ.
26'
28.5'
15"
33.75"
511,
39,187
3"
2"
3.0
3
Basin #1
See Dwg
518'
10,
518'
522'
36"
520.5'
24"
50'
518'
518'
5'
5'
1.0'
5' SQ.
18'
20'
12"
27"
516'
44,086
3"
1.5"
2.93
3
SEDIMENT BASIN DETAIL
NOT TO SCALE
Inn ,.I—') f niD DDncinni Di_ANKET (OR SIMILAR MATERIAL) BAFFLES
NOTE: BAFFLES NEED TO BE INSTALLED CORRECTLY IN ORDER TO FULLY PROVIDE THEIR BENEFITS.
REFER TO CROSS-SECTION BELOW AND THE FOLLOWING KEY POINTS:
THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD
BE READILY ACCESSIBLE FOR MAINTENANCE.
SUPPORT ROPE TO
WIRE TO PREVENT
Q 0(-'rinIC
TOP C
SUPPORT POST
24" INTO BOTTOM
STAPLED OR TRENCHED INTO BOTTOM AND SIDE
CROSS-SECTION OF A POROUS BAFFLE IN A SEDIMENT BASIN.
STAKE TO SUPPORT
NOTE: DETAIL TAKEN FROM NC EROSION CONTROL MANUAL FIGURE 6.65a AND 6.65b
MAINTENANCE NOTE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A
BAFFLE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIAL AND UNSTABLE SEDIMENT DEPOSITES, BRING
THE AREA TO GRADE, AND STABILIZE IT.
BASIN BAFFLE DETAIL
NOT TO SCALE
NOTE: ALL OF THE SEDIMENT BASIN AND SKIMMER CALCULATIONS WERE
OBTAINED FROM THE NC SEC EXCEL SPREADSHEET (Sediment Control
Measures with Skimmer De -watering 04302013.xls) PROVIDED BY THE NC SEC
WEBSITE. SKIMMER CALCULATIONS IN THE EXCEL SPREADSHEET WERE
BASED ON USING A FAIRCLOTH SKIMMER, IF ANY OTHER SKIMMER IS TO
BE USED THE CONTRACTOR SHALL PROVIDE CALCULATIONS TO OUR
OFFICE AND THE NC SEC LAND QUALITY DIVISION WILL HAVE TO
APPROVE THEM.
Arm Assembly
(Length-1.5 x Dept
of Basin) N�
�— "C" Enclosure
Water Entry
PERSPECTIVE VIEW Unit
PVC End PVC Vent
PVC Elbow Schedule 40
Cap \ _ % pipe
/ PVC Pipe
PVC pnd
Schedule 40
PVC Tee PVC Pipe PVC Pipe
z" Holes in (Length=1.5 x PVC Tee Orifice
Underside Flexible Depth of Plate
Hose Basin)
O
$ottom Surface
EN VIEW FRONT VIEW
3ERM NOTE: DETAIL TAKEN FROM NC EROSION CONTROL MANUAL FIGURE 6.64a
(BASED ON FAIRCLOTH SKIMMER)
SKIMMER DEWATERING DEVICE DETAIL
NOT TO SCALE
MAINTENANCE NOTES FOR SEDIMENT BASIN - SKIMMER - SPILLWAY:
12 GAUGE 4" X 4" OR 2" X 4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS
ULTRAVIOLET RESISTANT (BLACK)
• SILT FENCE FABRIC, MIRAFI OR
EQUAL, SECURED TO WIRE W/
LENGTH
• METAL CLIPS OR WIRE @ 12" ON
CENTERS
NOTE
SEE SCHEDULE FOR
/ MAX. SEDIMENT STORAGE LEVEL
LENGTH, WIDTH & RIPRAP
OF 8" (REMOVE SEDIMENT WHEN
d50 AND THICKNESS.
THIS LEVEL IS REACHED OR AS
/
RIPRAP wl6" FILTER
DIRECTED BY CONSERVATION
GRAVEL OR FILTER
io INSPECTOR)
PIPE FABRIC BED BELOW =
SHEET DRAINAGE ONLY
FLARED END
\
SECTION (FES)
NATURAL GRADE
MAINTENANCE NOTE:
CARRY OF FABRIC INTO TRENCH,
INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER
W/SOILAPPROX.
COVER SOIL & TAMP BACKFILL
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF
\\\'
/ CARRY 6" OF WIRE INTO TRENCH
ANY EROSION AROUND OR BELOW THE RIP -RAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
METAL POSTS @ 8' O.C. MAX.
TYPICAL OUTLET PROTECTION DEVICE
MAINTENANCE NOTES:
NOT TO SCALE
1. INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC
OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
2. REMOVE SEDIMENT DEPOSITES AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. tAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
3. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITES AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
INSPECT SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE
SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER
TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO
REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF
THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT EMBANKMENT FOR FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
TYPICAL SILT FENCE DETAIL
NOT TO SCALE
SLOPES MIN.
1'-6"
2:1 MAX. MIN.
TYPICAL
Z- COMPACTED FILL MATTING (SEE DETAIL
EXISTING GROUND THIS SHEET)
MAINTENANCE NOTE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
DIVERSION BERM DETAIL
NOT TO SCALE
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SCALE:
NOT TO SCALE
DATE:
1112212023
DRWN. BY:
B. OSBORNE
CHKD. BY:
S. CRAWFORD
PROJECT NUMBER
G23068
DRAWING NO.
SHEET NO.
C-7
8

PART III
SELF- INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record,
Frequency
Inspect (during normal
Inspection records must include:
business hours)
(1) Rain gauge Daily
Daily rainfall arrmnunts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine it a site. inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
apprevcd by the Divisien.
(2) E&SC At least once per
1. Identification of the measures inspected,
Measures 7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person perfnrming the inspection,
hours of a rain
4. indication of whether the measures were operating
event> 1.0 inch in
properly,
24hours
5. Description ofmaintcnanccreeds forthcmeasure,
G. Description, evidence, and date of corrective actions taken.
(3) Storrnwa.er At least once per
1. Identification of the discharge autfalls inspected,
discharge 7 calendar days
2. Date and time of thr inspection,
outfalls (SDCs) and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as ail
event> 1.0 inch In
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taker.
(4) Perimeter of At least once per
If visible sedimentation is found outsidesite limits, then a record
site 7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event> 10 inch in
2. Nnscription, evidence, and date of corrective actions taken, and
24 hours
3. An explanatlen as to the actions taken to control future
releases.
S Streams ar At least once per
t)
If the stream nr wetland has increased visible sedimentation or a
wetlands onsite 7 calendar days
stream has visible increased turbidity from the construction
or offsite and within 24
activity, then a record et the following shall be made:
(where hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible) event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground After rarh pi
1. The phase of grading (installation of perimetef E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion rt all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentatinn that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible,
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document Documentation Requirements
(a) Each i measure has been installed
Initial and date each Ill measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or cum plete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to Indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all F&SC measures
have been performed.
e ( Corrective actions have been taken
)
Initial and date a copy of the a F&SC
Py Proved P
to E&SC measures.
plan or complete, state and sign an inspection
report to indicate the completion of the
corrective action-
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours unless the
p g
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. (40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(bJ The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
e Noncompliance with the conditions of this permit that may endanger health or the
() p P Y g
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by case basis.
• If the stream is named on the NC 31 list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
• Within24hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses (40 CIFR
• Within 7calendar days, a report that includes an evaluation of the
122.41firr ]
quality and effect ofthe bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)j
prevent reoccurrenc=of the noncompliance. [4U CFR 122.41(I)(6j.
• Division staff may waive the requirement for a written report on a
case -by -case basis.
I' a1
rr:
,, #1 NORTH CAROLINA
f Environmental Quality
y5 .,
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans an ans under stored equipment.
Y
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
�Tr NORTH CAROLINA
Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
iAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas onsite.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EROSION CONTROL SEEDING SPECIFICATIONS
TEMPORARY SEEDING SPECIFICATIONS
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
species Rate(lb./acre)
Rye (grain) 120
Annual lespedza (Kobe
in Piedmont and Coastal
Plain,Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover
is not to extend beyond June.
SEEDING DATES
Mountains -Above 2500ft.:Feb. 15 - May 15
Below 2500ft.:Feb. 1 - May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agricultural limestone and 750 Ib./acre 10-10-10 fertilizer
MULCH
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulching tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
SEEDBED PREPARATION (SP)
SP-1 FILL SLOPES 3:1 OR STEEPER TO BE SEEDE BY A HYDRAULIC SEEDER
(PERMANENT SEEDING)
1) Leave the last 4-6 inches of fill loose and uncompacted, allowing
rocks, roots, large clods and other debris to remain on the slope.
2) Roughen slope faces by making grooves 2-3 inches deep, perpendicular
to the slope.
3) Spread lime evenly over slopes at rates recommended by soil tests.
SP-2 Fill slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface. Remove large clods, rocks, and
debris which might hold netting above the surface.
2) Spread lime and fertilizer evenly at rates recommended by soil tests.
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
SP-4 Gentle or flat slopes where topsoil is not used.
1) Remove rocks and debris.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
even) and incorporate into the to 6" with a disk chisel low, or
Y p p p ,
rotary tiller.
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
SEEDING METHODS ISM)
SM-1 Fill slopes steeper than 3:1 (permanent seeding)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood
fiber mulch at 45 Ib./1,000 s.f., and mulch tackifer.
SM-2 Gentle to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder, drop
spreader, culti acker seeder.
p or P
2) Rake seed into the soil and lightly pack to establish good contact.
MULCH (MU)
MU-1 Steep slopes (3:1 or greater)
In mid -summer, late fall or winter, apply 100 Ib./1,000 s.f. grain straw,
cover with netting and staple to the slope. In spring or early fall use
451b. / 1,000 s.f. wood fiber in a hydroseeder slurry.
MU-2 High -maintenance vegetation and temporary seedings
Apply 90 Ib./1,000 s.f. (4000 lb./acre) grain straw and tack with 0.1
gal./s.y. asphalt (11 gal./1,000 s.f.).
MU-3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to the
highest calculated depth of flow, and secure according to
manufactur's specifications.
On channel shoulders, apply 100 Ib./1,000 s.f. grain straw and anchor with
0.1 gal./s.y. (11 gal./1,000 s.f.) asphalt.
MAINTENANCE (MA)
MA-1 Refertilize in late winter or early spring the following year. Mow as desired.
MA-3 Inspect and repair mulch and lining. Refertilize in late winter of the
following year with 150 lb./acre 10-10-10 (3.5 Ib./1,000 s.f.). Mow
regularly to a height of 3-4 inches.
MA-4 Topdress with 10-10-10 fertilizer if growth is not fully adequate.
MA-5 Topdress with 50 Ib./acre (1 Ib./1,000 s.f.) nitrogen in March. If cover is
needed through the following summer, overseed with 50 lb./acre Kobe
lespedeza.
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
TEMPORARY SEEDING RECOMMENDATIONS
FOR SUMMER
Seeding Mixture
species Rate(lb./acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed
Sudangrass may be substituted at a rate of 50 lb./acre.
SEEDING DATES
Mountains -May 15 - Aug. 15
Piedmont -May 1 - Aug. 15
Coastal Plain -Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agricultural limestone and 750 Ib./acre 10-10-10 fertilizer
MULCH
Apply 000 lb./acre straw. Anchor straw b tacking with asphalt,
ppY Y 9 p ,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulching tool.
9 9
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
NC Department of Transportation
Permanent Seedina Specifications
Permanent erosion control shall be performed as follows:
(a) All disturbed areas will be dressed to typical sections and
plowed to a depth of 5 inches. The top 2 inches shall be
pulverized to provide a uniform seed.
NOTE: Lime should be applied before plowing operation
(b) Lime, seed, and fertilizer shall be applied with neccessary
equipment to give uniform distribution of these materials.
The hand -bucket method is not acceptable. The following
are rates and kinds of these materials to be applied
per acre:
75 lbs. Ky 31 Fescue
50 lbs. Pensacola Bahiagrass
50 lbs. Korean Lespedeza
1,000 lbs. 5-10-10 Fertilizer
4,000 lbs. Agricultural Limestone
NOTE: Only tested and certified seed shall be used. Seed
certification shall be provided to the District Engineer
prior to use.
(c) Seeded area shall be cultipacked to firm seedbed
and cover seed.
(d) Grain straw shall be applied over seeded areas as a mulch.
No bare ground shall be visible when riding by a mulched
area if proper application is achieve. Thick clumps of straw
are not permissible, as uniform coverage is expected.
(e) Mulched area shall be tacked with asphalt sufficient to
hold straw in place.
f Ditch treatment shall be used in areas where steep grades
() p
(more than 10%) could cause ditch erosion. Use of jute
mesh, excelsior matting, or fiberglass roving is acceptable.
Ditch treatment should be installed before mulching operation.
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
�V High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
TEMPORARY SEEDING RECOMMENDATIONS
FOR FALL
Seeding Mixture
species Rate(lb./acre)
Rye (grain) 120
SEEDING DATES
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agricultural limestone and 1,000 lb./acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib./acre straw. Anchor straw by tacking with asphalt,
straight can be used as a mulching tool.
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with
netting, or a mulch anchoring tool. A disk with blades set nearly
50 lb./acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb./acre
Kobe (Piedmont and Coastal Plain) or Korean (Mountains)lespedeza
in late February or early March.
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PROJECT NUMBER
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DRAWING NO.
SHEET NO.
C-8
1 9

Appendix D

Seasonal High Groundwater Demonstration
Prepared for
Griffin Farm & Landfill Inc.
Proposed LCID Landfill
Unionville, North Carolina
Prepared by:
Municipal Engineering, Inc.
PO Box 97
Garner, NC 27529
Corporate License Numbers: F-0812 and C-586
MESCO Project Number: G23068.0
November 2023
Jay , rman, P.G. :'v�' , •. f r, f °°ter .
Project anager e'' <:, ._..:..•.;I. w'`:- _��`
[e-mail]
Senior Environmental Specialist
jpfolil mesco.com
�1C10
MUNICIPAL ENGINEERINGy INC.
%0`- ui 6B SHIPWASH DRIVE, GARNER, NC 27529 - PHONE: [phone]
f`? P.O. Box 349, BOONE, NC 2B607 - PHONE: [phone]
�N E EF LICENSE NUMBERS: F-OB 12 & C-5B6

Municipal Engineering, Inc. (MESCO) is in the process of preparing an application for a proposed 5.9 -
acre LCID expansion at the Griffin Farms LCID facility located at 4242 Morgan Mill Road, Unionville,
NC in Union County. Prior to completing the application, MESCO would like your input, and if possible,
your concurrence regarding our determination of the position of the seasonal high water table (SHWT),
which is needed to complete the design of the landfill base elevation.
The proposed area for the Griffin Farms LCID landfill expansion is located within the existing landfills
property boundary, and to the west of the current LCID landfill and former C&D landfill. MESCO has not
evaluated redoximorphic features for use in determining the location of the SHWT, and is relying instead
on historical water level data from onsite observation or monitor wells over the past 25 years. Numerous
observation wells (piezometers and monitor wells) were installed during previous projects, four of which
are located near the footprint of the proposed LCID landfill. The four wells were used to determine the
depth to groundwater and associated SHWT, and to support the permitting of the LCID landfill. A SHWT
potentiometric map is shown as Figure D-1 (Sheet 10).
The wells were installed with the screened sections located within saprolite (P-2), partially weathered rock
(MW-1) or bedrock (P-10, and P-20) Stabilized water level measurements from select observation wells
(MW-1, P-2, P-10 and P-20) located closest to the proposed LCID landfill and used to support the SHWT
determination, have been recorded since May 1997, and are shown on Table 1. Well records used in this
study are attached.
MESCO surveyed the elevations of the wells and the land surface shortly after completion of each well
during previous investigations. Water level measurements have been collected for a long period of time
ranging from between three (3) years (P-2 and P-10), 10.5 years (P-20), and for over 25.5 years (MW-1),
providing a substantial amount of data that we believe is adequate to support reasonable conclusions
concerning the depth to the SHWT.
Measured potentiometric elevations of four observation wells were used to determine the seasonal high-
water table (SHWT). The subgrade of the proposed LCID landfill will be designed with a minimum of four
feet of separation above the SHWT.
The highest water level elevation reported for each well (water level depth that is closest to ground surface)
will be used to determine an adequate separation between the landfill base and SHWT. The depth bgs of
the groundwater at each of the observations wells was converted to an elevation above msl for consistency.
The depth to water bgs for 2 of the observation wells (MW-1 and P-20) located outside the footprint of the
proposed LCID is greater than the minimum required separation of 4 feet between the base of the landfill
and the SHWT, ranging from 4.54 feet bgs to 11.84 feet bgs.
Water level elevations near observation wells P-2 and P-10 reflect a water level elevation ranging from 0.03
feet bgs (P-2) and 1.99 feet above ground surface (P-10). Because these wells are outside the footprint of
the proposed LCID, a potentiometric surface map will be created and used to extrapolate water level
elevations across the site using the highest water level values recorded for an extra margin of safety.
Water level fluctuations have been highly (r >0.82) to very highly (rv>v0.92) correlated amongst the four
wells used to determine the SHWT (see Table 2). Water level elevations were plotted on the associated
graph for the period of overlapping time when all elevation data was collected for all four wells, beginning

in February 1998 through March 2000. As noted above water level changes between wells was similar
over time, suggesting reasonable assumptions concerning the position of the water table could still be made
despite the limited water level information from wells P-2 and P-10.
Individual Well Findings
Well MW-1
Monitor well MW-1 water level information was recorded over more than a 25-year period between
February 1998 through present day. Well MW-1 serves as the background well for the Griffin Farms C&D
Landfill, Permit No. 90-03. The minimum historical water level depth (highest water level elevation) was
measured at 4.54 feet bgs in December 2018, or at an elevation of 527.40 feet above mean sea level (msl).
The greatest depth to groundwater was measured at 34.33 feet bgs in October 2001, or an elevation of
497.61 feet above msl. The net difference between the water level elevation recordings is 29.79 feet.
Well P-20
Observation well P-20 water level information was recorded over approximately 11.5-year period between
February 1998 through October 2009. Observation well P-20 recorded a minimum water level of 11.84
feet bgs on February 1998 (elevation of 505.83 feet msl), and a maximum water level depth of 30.42 feet
bgs (elevation of 487.25 feet msl) for a net difference of 18.58 feet.
Well P-2
Observation well P-2 water level information was recorded over approximately 3-year period between May
1997 through March 2000. The minimum depth measured of the water level below ground surface for
observation well P-2, was reported as 0.03 feet bgs, or an elevation of 524.65 feet above msl on February
5, 1998. The greatest depth to groundwater for P-2 was recorded as 18.02 feet bgs on September 1, 1999,
or an elevation of 506.66 feet above msl, representing a water level fluctuation of approximately 17.99 feet
during the 3 year period water level measurements were collected.
Well P-10
Observation well P-10 water level information was recorded over approximately 3-year period between
May 1997 through March 2000. Observation well P-10 recorded a minimum water level of -1.99 feet bgs
(or 1.99 feet above ground surface) in February 1998 (elevation of 524.02 feet msl), and a maximum water
level depth of 10.84 feet bgs (elevation of 511.19 feet msl) for a net difference of 12.83 feet. During
installation of the well it is MESCO's understanding after review of the well logs that rock and water was
encountered at 7.80 feet bgs and the water level rose into the borehole to within 2 feet bgs. Upon installation
of the well casing the water level at times rose into the casing above the surrounding land surface. The
elevated water level may represent an "artesian" condition in the groundwater system and the
potentiometric head of the groundwater and not the SHWT under atmospheric conditions. Despite this
possibility, and to add an extra margin of safety, MESCO will use the elevated water level in P-10 as a
basis for designing the landfill and propose areas to receive fill material to ensure an adequate separation
between the groundwater and landfill base.

In summary, MESCO will use the water level data collected from the four observation wells installed
around the proposed area for the Griffin Farms LCID expansion, to ensure at least 4 feet of separation
between the base of the landfill and SHWT (highest elevation measured). Please advise if you concur with
this approach, or of any concerns or observations you may have.

Figure

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LEGEND
100-YEAR FLOOD PLAIN
OUTERMOST WASTE LIMIT OF PROPOSED LCID LANDFILL
OUTERMOST PROPERTY LINE OF PROPOSED LCID PARCEL
—960- POTENTIOMETRIC GROUNDWATER CONTOUR SEASONAL HIGH
EXISTING WATER MONITORING WELL
Q� EXISTING LFG WELL
o� EXISTING WATER OBSERVATION WELL
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DATE:
10130123
DRWN. BY:
J. PFOHL
CHKD. BY:
J. ZIMMERMAN
PROJECT NUMBER
G22020.0
DRAWING NO.
SHEET NO.
D-1
10

Tables

Table 1
Seasonal High Groundwater
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Griffin Farms Inc. Proposed LCID Landfill Page 1 of 1

Table 2
Groundwater Fluctuation Correlation
MW-1
P-2
P-10
P-20
02/05/98
517.98
524.65
524.02
505.83
03/05/98
517.20
522.88
523.26
503.32
04/16/98
517.26
522.65
522.36
503.68
05/15/98
516.84
521.92
522.68
503.35
6/3/1998
503.39
519.25
520.12
501.26
7/22/1998
507.23
513.83
520.81
496.52
9/1/1998
512.70
518.36
519.87
500.01
10/16/1998
508.97
516.75
516.23
502.97
12/10/1998
504.93
513.53
513.17
496.35
1/16/1999
514.31
519.91
522.68
501.87
2/17/1999
516.75
521.43
522.98
503.79
4/13/1999
516.34
520.96
522.15
503.06
9/1/1999
501.63
506.66
511.19
489.85
2/21/2000
517.91
522.75
523.92
504.29
3/6/2000
515.93
521.02
522.86
502.29
10/19/2023
508.37
518.35
-
495.31
CORRELATION COEFFICIENT r
MW-1
1.00
0.86
0.85
0.82
P-2
0.86
1.00
0.90
0.92
P-10
0.85
0.90
1.00
0.83
P-20
0.82
0.92
0.83
1.00
-E (X - x) (r - 31)
r=
R the value of r is close to H, this indicates a strong positive correlation, and if r is close to -1, this indicates a strong negative correlation.
0.9 - 1.0 Very Highly Correlated and 0.7 - 0.9 Highly Correlated
GROUNDWATER POTENTIOMETRIC FLUCTUATION
525
520 ........ a......� .• ••.�........�••.• •�
490
485
Oy\10 O4 O4 O4 O4 O4 O'4 O'4 O4 O4 O0 O4 O4 Oy\poi O'4 Oy\1oi Oy\1oi O�\�oi O�\�oi Oy\�oi Oy\Ooi Oy\1oi Ob\9oi Ob\ Ob\ Ob\
111 1p� 11\ 1�\ 01\ 11111\ 11\ " 111 11\ 1$\ 19\
Griffin Farms Inc. Proposed LCID Landfill Page 1 of 1

FES ® 1998
C&L Consultants, Inc., P.O. Box 50307
Columbia, South Carolina 29250 "ir, q..D^'a�
s eo%I P'�...00�4000-�`
STRATIGRAPHIC BORING AND GEOLOGIC LOG,
ID NO.PMW-1
1
Job no. 8033; Name and Location: Griffin C&D LF, Monroe, NC
Geologist: R. NeSmith; Drilled by: Keistler Engineering Co.
Watertable depth: 35ft. below ground surface.
Elevation MSL = 536.96 ft. (by survey)
Drilling and sampling method: Hollow -stem continuous flight auger
Date drilled: 10/24/95 Total depth drilled: 42.5 ft.
Special notations:
Depth DESCRIPTION
(feet)
0-(Ground surface) Red/brown silty clay. Dry. Friable.
1- if
2- If
3- if
4- it
5-
6-
7-
8-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
21-
22-
23-
24-
25-
26-
27-
28-
29-
Brown/Tan silty clay. Dry. Friable.
I
m
Brown/Tan weathered argillite (mudstone).
Dry. Hard drilling.

(ft.) continuation of strat log no. PMW-1 page 2 of 2
30- "
31- Greenish gray weathered argillite. Wet.
Mineralized along fractures.
32- It
33- it
34- It
35- ". Saturated
36- it
37- "
38- "
39- "
40- "
41- "
42- "
Total Depth = 42.5 ft.
Additional notations by geologist:

MONITORING WELL CONSTRUCTION DIAGRAM
MONITORING WELL NUMBER PMW-1
Job# ®$033®
Date constructed: _10/24/95 .Constructed by: Keistler Eng. Co..
Driller Cert. #_N 1 1 .Construction method: —Hollow- stem Auger®.
Depth to groundwater at time of construction: 35' bgs
Well elevations (ft): TOC=_539.85 ;GRND/surface pad=_536.96®.
Stick-up height (ft) = 2.��,.Total depth(bgs) : 42.5.Casing type:
PV .Screen type: Interval(bgs):®32.5to 42.5_.
Sand/gravel pack:_sand_ set from 31.5 to®42.5 .Over pack
bentonite seal:set from 29.5to_31.5. Grout: from_29.5 to surface.
Well cover: ®Aboveground- Steel. Well development method:_Pumv
DEPTH
n
lima
G' r�
42.5' 21
i.
1-01
CAP
LOCKING WELL COVER
CEMENT PAD (2'x2'x4") W/ ID TAG
10" DIAMETER BOREHOLE
7' SCHEDULE 40 PVC CASING
CEMENT GROUT
BENTONITE SEAL
THREADED COUPLING
#2 SAND FILTER PACK
#10 SLOT PVC WELL SCREEN
END CAP
MONITORING WELL ID PMW-1
Screened zone = 32.5'-42.5'

LOG OF BORING NO. P-10
-ROJECT: Griffin Farms JOB NO.: G96410.5
T"OF: HSA, SS, NX LOCATION: Plate 1
lJJ
O
U_
ir
CL
S
O
m
J
Y-
CL
Q
DESCRIPTION OF MATERIAL
2
CLAYEY SILT (ML); Brown, very soft, moist, with organics
5
66
—grades gravelly, gray —brown, hard
Auger Refusal at 7.8 ft
-------------------------------------------------------------------------------
ARGILLITE; Gray, moderately hard, banded, highly fractured, manganese staining on
�o
fracture surfaces REC=57% RQD=O%
—REC=83% RQD=O%
—REC=100% RQD=21%
15
—quartz vein, fracture 50 degrees REC=92% RQD=38%
End of Boring 18 ft
20
25
30
35
a
COMPLETION DEPTH: 18.0 ft DEPTH TO WATER IN BORING: 2.0 ft WD
DATE: 4/14/97 SURFACE ELEVATION: 522.03 ft
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

Rock Core Descriptions
Site: Griffin Farms
Location Number: P-10
Top of Rock Elevation: 518.39
Comments: Draw/Valley
Notes:
All depths are referenced in feet below existing ground surface.
Lines in core column represent relative fracture orientation in rock core
U
E
U
N
O
O
Core De th DecriP tion
7.8
P
First run 7.8 to 11.5; REC=57%, RQD=O%
Gray -green moderately weathered argillite
Blue -gray competent argillite, no clay on fracture surfaces, moderate iron mineralization,
little to no rust staining; Second run 11.5 to 12.5; REC=83%, RQD=O%
Third run 12.5 to 15.5; REC=100%, RQD=21 %
Fourth run 15.5 to 18.0; REC=92%, RQD=38%; Crystals apparent on fracture surfaces
Anastamosing hairline fractures
End of Boring at 17.8 feet

EL.5ZZ.o _
0 FT. —
PIEZOMETER CONSTRUCTION RECORD
1, DRILLING CONTRACTOR Ammip 16t_-
2. REGISTRATION NUMBER ILL
3. PIEZOMETER NUMBER h �®
4. TOWN _ OXISOE
5. ((MINTY (12,11"
6. OWNER.RtC 1Af* GlklFFU�
7. LOCATED ON PLATE —
8 BORING NUMBER 12- 10
9. STATIC WATER LEVEL BELOW TOP OF CASING 3• zZ-
10. DATE DRILLED �lf g7
GROUT MATERIAL
6 FT.
BENTONITE
SAND
COMPLETION DEPTH ji FT.
TOP OF CASING EL. 5Zy ' °Z
TOP OF CASING 11? FT.
I� L L
opti
CASING DIAMETER Z'�
WEIGHT _Xc
MATERIAL _1_
FT.
DIAMETER Z �
SCREEN WEIGHT xK
MATERIAL FVC
SLOT SIZE °)6
D FT. WELL DEPTH
CASING
I do hereby acknowledge that this record is true to the best of my knowledge (0 / g0
S gnature of Contractor or Agent Date

LOG OF BORING NO. P-20
F-IJECT: Griffin Farms JOB NO.: G96140.5
T'"IE: HSA,SS,NX LOCATION: See plan
ICL
Uj
0
O
.J
m
J
N
a
DESCRIPTION OF MATERIAL
-
10-
15-
20-
25-
30-
a
21
25
50/1
ref/3.5
ref/o
----------------------------------------------------------------------------------
CLAY (CH); Brown grading to red -brown, with trace organics, trace rounded pebbles
and coarse sand, soft, moist
SILTY CLAY (CL); Red to orange, relict structure and iron mineralization, very stiff, -__
moist
CLAYEY SILT (ML);Gray-green saprolite. relict fractures filled with gray -white clay
and iron mineralization
-tan with rock fragments and coarse sand, hard
-grades to mostly highly weathered rock
Auger Refusal at 24.0 feet
--------------------------------------------------------------------------------
ARGILLITE: Light gray, iron mineralization on fracture surfaces REC=70%, RQD=36%
-vertical fracture systems
TA
35-
End of Boring at 34.0 feet
COMPLETION DEPTH: 34.0 ft DEPTH TO WATER IN BORING: 25.0 ft WD
DATE: 1/7/98 SURFACE ELEVATION: 517.67 ft
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

Rock Core Descriptions
Site: Griffin Farms
Location Number: P-20
Top of RockElevation'. 493.67
Comments: Slope
Rotes:
All depths are referenced in feet below existing ground surface.
Lines in core column represent relative fracture orientation in rock core.
0
E
Q)
U
�
w
D,
N
O
O
U C D is, Dtt
24
ore ep eonp on
Single run 24.0 to 34.0; REC=70%, RQD=36%
Highly weathered; yellow -beige argillite; iron mineralization on fracture surfaces
Interlaced, very thin fractures
Single, near vertical fracture; grayish clay on fracture surfaces
Blue -gray competent rock
Yellow -beige weathered zone; heavily fractured; abundant horizontal fractures with
rust staining
Blue -gray competent rock
Single, near vertical fracture; grayish -white clay filling fracture
No horizontal fractures
Fractures occurring in parallel sets of two or three approximately 1.0" apart; abundant
iron mineralization all along fractures
End of Boring at 34.0 feet

C&L Consultants, Inc., P.O. Box 50307
Columbia, South Carolina 29250
STRATIGRAPHIC BORING AND GEOLOGIC LOG,
ID NO.PMW-7
Job no. 8033; Name and Location: Griffin C&D LF, Monroe, NC
Geologist: R. NeSmith; Drilled by: Keistler Engineering Co.
Watertable depth:, 16 ft. below ground surface.
Elevation MSL = 522.70 ft. (by survey)
Drilling and sampling method: Hollow -stem continuous flight auger
Date drilled: 10/25/95 Total depth drilled: 22 ft.
Special notations:
Depth
DESCRIPTION
(feet)
0-(Ground
surface) Reddish brown sandy
clay. Organic -rich.
Slightly moist.
1-
°Reddish brown clay.
Slightly moist. Moldable.
2-
„
3-
Brown/Tan weathered
argillite (mudstone).
Dry. Hard drilling.
4-
„
5-
"
6-
"
7-
„
8-
"
9-
"
10-
"
11-
"
12-
"
13-
".Damp.
14-
"
15-
". Wet.
16-
". Saturated.
17-
"
18-
"
19-
"
20-
"
21-
"
22-
"
Total Depth = 22 ft.
Additional
notations by geologist:

MONITORING WELL CONSTRUCTION DIAGRAM
MONITORING WELL NUMBER PMW-7
Job# ®8033_
Date constructed: 10[25/95.Constructed by: Keistler Eng. Co..
Driller Cert. #®N 1 1 .Construction method:_Hollow-stem Auger®.
Depth to groundwater at time of construction: 1 9. Well
elevations (ft): TOC=_-52 5,17; GRND/ surface pad=_522.70. Stick-up
height (ft) = 2 4477..Total depth(bgs) : 22' .Casing type:_PV�
Screen type: #10 PVC:Screened Interval(bgs): 121to 221. Sand
/gravel pack: -sand set from ll,to 221 Over pack bentonite
seal:set f rom__22'to 111 Grout:from91 to surface. Well cover:
Aboveground -Steel. Well development method: -Pump
DEPTH
7.2'
CAP
LOCKING WELL COVER
CEMENT PAD (2'x2'x4') W/ ID TAG
10" DIAMETER BOREHOLE
2" SCHEDULE 40 PVC CASING
CEMENT GROUT
BENTONITE SEAL
THREADED COUPLING
#2 SAND FILTER PACK
#10 -SLOT PVC WELL SCREEN
END CAP
MONITORING WELL ID PMW-7.
Screened zone = 12'-22'

EL 611 bT
0 FT.
PIEZOMETER CONSTRUCTION RECORD
1. DRILLING CONTRACTOR 11
2. REGISTRATION NUMBER Vo
p, _
3. PIEZOMETER NUMBER -P— 2b V Y1 8
4. TOWN _HOVIVUL
5. COUNTY dm'W
6. OWNER_
7. LOCATED ON PLATE
8 BORING NUMBER Y J
9. STATIC WATER LEVEL BELOW TOP OF CASING
10. DATE DRILLED I 12f % ----
GROUT MATERIAL
X'O FT.
BENTONITE
SAND
COMPLETION DEPTH 1FT.
TOP OF CASING EL.
TOP OF CASING FT. -
CASING DIAMETER a�
WEIGHT _
MATERIAL p(I
�3 FT.
DIAMETER
--SCREEN WEIGHT sr_�t4o
MATERIAL �UG
SLOT SIZE
33 FT. WELL DEPTH
CASING
I do hereby acknowledge that this record is true to the best of my knowledge %1'f
S►(nature of Contractor Agent Date