SW3170702 (2)

DMR USE 01Al X
Uatc Kereavca
ree r aM 1 e...iit Numbe.
Stouts Koad (SK 13/7)
p.oreed OouthWeOt n.L webley
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction
(selecr all char apply) ❑ Nu.,Cvastal SW- HQW/ORW Wate.S ❑ U.uve.sal 5to...iWate. Manageure.rt rlarn
❑ Other WQ Mgmt Plan:
State of North Carolina
Llel7affffient of hnvironment aria Natural Resources
Division of Energy, Mineral aiid L;—u-Ld ResouimCs
51'VRIVIWA'I'LR MANAUhMEN'1' P1t;RM1'I' APPLIC:A'1'lUN I''URM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishme.a.,ame - Should be M14010te..t With p.ojert.Ia...e o.. pla.,s.
Sperifiratio.,s. lette.s. operation an3mau,tenance agreements, etc.):
Harkey Creek Subdivsion
2. Loradv.L of r.ojert (Street add.ess):
City: NA Cou..ty:U.uon Gip::Z8i10
3. Directions to project (from nearest major intersection):
From the intersecrio.. of Hwy
74 and We.le�Chapel
Stouts Koad (SK 13/7)
p.oreed OouthWeOt n.L webley
Lnapel Stouts.Koad 2.
es. I urn Ieff (sou
eas)
ono Uld Charlotte Hwy
( ) and 12roceed 2.6 miles.
Site is Ult the right.
4. Uatitudeool UZ iv".N Longitude: -80° 37 52" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. 5perify whethei pioject is (check one): ®New ❑Modification ❑ Renewal w/ Modification?
tKetmwaln with r,tvdLfimtio..a also reqµ;reo JVVU-1UL - Kermwul Appl;WiUrc tViin
b.If this appliratio.. to being Sub..utted as the result of a modification to an existing permit list the existing
permit number , its issue date (if known) , and the status of
construcrio..: ❑Not Started ❑raitially Co...pleted* ❑ Co..Lpletea;� *prauide a designers certifuation
2. Specity the type of project (check one):
Flow Density ®High De...ty ❑D.airm to an Offsite Sto.uiWate. Sy5teur Uvthe,
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwate....anage...e..t pe...LLt appEcation, list the Sto...LWar. p.ojert..u...be.,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. AdditimLal r.ujert Kequi.enic.its (cneck applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedi,..e.itatio../VIC)011).. C.o.rtrol: 55.0 dr- of Uistu.be3 Area
UNrun51nilustrial Sto.Lmwater ®4047401 Permit: Proposed Impacts
b.If any of these permits have already bee.. arqu;.ed plea3e p.o, ide the P.ojert Nance, r.ojert/re.uut iN umbe.,
:Slue date and the type of eacn pe.mit:
5. Is the project located within 5 miles of a public airport? []No ®Yes
If yes, see S.L. 2012-200, Part VI: http:Hl2ortal.ncdenr.org/web/lr/rules-and-regglar.O.LS
Form SWU-101 Version OCL. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. r.i-t Appllt:—t ] Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the p.ojeet):
Apphcz=/O.gar6xatio,
5igning Official & Title:
b. Contact information for perso.. listed L. lre... la bo,e:
Street Add.
City:
State: Zip:
Mailing Add.e.. (,f µppl;cablr):
City: State: Zip:
Phone:
E.Lail:
Fax: (
c. Please check the appropriate box. The applicant listed abo � e 1.:
❑ The p.ope.ty aw.ie. (Skip to Co.►tact Infoi..iatio.►, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, ite... 2a and 2b below)
❑ Purchaser* (Attach a cory of the pe..ding galea agree...e.ct and Vo...plete Contact intormatioR item 2a and
Lb below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
L. a. rrint Property Owner's name and title below, if you are the lessee, purchaser or de. elope.. (This 1. the
person who owns the property that the p.oject;a located on):
P.ope.ty UWne./Urga.dzdtio.i:
Signing Official &
b. Co.Ltart info....atio.. fol pe.Oo.L hStea in itein 1a above:
Street Address:
City:
rvinmg Address (if applicabley,
City:
Pho. �e: ( )
Email:
State: Zip:
State: Lip:
Fax:
3. a. (OptiV..al) r.u.t the .«te ani title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Co..tart Pe.30../O.gariZati0.L:
Sig.LftLg Official & Title:
b. Contact informatio.. fo. pe.Oo..listed uL item 3a above:
mailing Address:
City:
Phe. Le:
Email:
4. Local jurisdiction for building permits:
State: Lip:
Fax:
Point of CU..tact: Phone #:
Form SWU-101 Version Oct. 31, 2013 rage 2 or 5

IV. PROJECT INFORMATION
1. In the apace p.ovided below, biLlefly .,uuua,arize huW the.,toiurwate1 IUILUff will be treated.
The storm water will be treated by 7 BMP wet ponds.
2. a. If claiming vested rights, identity the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific uevelupuuent rlan of ruu Appioval uate:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. it claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. 5tULULWatel iuiiott trout this project drains to the Catawba River basin.
4. Total Property Area: 78.31 acres
5. Total Coastal Wetlands Area: aces
G. iotaiSutace Water Area: L.51 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:75.79 acre.,
T Total project area shall be calculared ro exclude rhe fvllum * #' rhe nvr,nal vol �f �'r, . ded arrurru, ea, the at ea
berwee„ rhe barks of arrear,ta u„d ,;vera rhe urea belom the 1V D,rrt1 ” 'f (ivft ) llne Dr Mean tiigh Water
(MnVV) line, una couatal wetlands landwardyrom the NHW (or MHi line. The resultant project area is used to
calculate overall percent built upon area (B 1.IA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: ('Total Impervious Area / Total Project Area) X 100 = 30.9
9. How ..Lacy draLarge meas dee., the project have?i (tv, high de„aitlf count 1 for tach p,vpoaed err_* teered
stormwater BMP. For low densinj and orher projects, use 1 for rhe whole propernj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
piuvided LL the .,Qu,e foiuiat as below.
Basinr%mnation
Drains a Area 1
Drains a Area 2
Drains a Area 3
'Dr e Area,4
Receiving Stream Name
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
East Fork
Twelvemile
Creek
Stream Class *
C
C
C
C
Stream Index Number *
11-138-2
11-138-2
11-138-2
11-138-2
Total Drainage Area (sf)
164656
156380
568893
459558
On-site Drainage Area (so
129674
156380
546279
459558
Off-site Drainage Area (so
34982
22614
Proposed Impervious Area** (so
86517
78408
274997
196096
% IMpervious Area** total
51
50
49
43
Im . ious"* Surface Area
grains a Area 1
Drainage Area _
Drainage Area A
Drainage Area
On-site Buildings/Lots (sf)
38550
45900
191950
143100
On-site Streets (so
12825
23996
61677
41966
On-site Parking (sf)
28502
On-site Sidewalks (sf)
6640
8570
21370
11030
Other on-site (sf)
Future (sf)
Off-site (sf)
350
3700
Existing BUA*** (so
Total (so: 1
86867
78466
278697
196096
* Stream Class and Index Number can be determined at: hrtp.Aorral.ncdenr.v,vebhuq[pa/c.,r,/classificariv,rs
Form SWU-101 Version Om 31, 2013 Page 3 of 6

Project Drainage Areas — Additional Sheet
Basin Information
Drainage Area 5
Drainage Area 7
Drainage Area 8
Receiving Stream Name
East Fork
East Fork
East Fork
On-site Parking (sf)
Twelevemile
Twelevemile
Twelevemile
On-site Sidewalks (sf)
Creek
Creek
Creek
Stream Class
C
C
C
Stream index Number
11-138-2
11-138-2
11-138-2
Total Drainage Area (sf)
414255
463914
96267
On-site Drainage Area (sf)
364265
463914
86684
Off-site Drainage Area (sf)
49990
221559
9583
Proposed Impervious Area (sf)
134291
221559
29115
% Impervious Area
34
47
30
Impervious Surface Area
On-site Building/Lots (sf)
85050
142250
18900
On-site Streets (sf)
36741
63559
7835
On-site Parking (sf)
On-site Sidewalks (sf)
12500
15750
.2380
Other on-site (sf)
Future (sf)
Off-site (sf)
6000
9583
Existing BUA (sf)
Total (sf)
140291
221559
38698

Impervious areais defined as fhe built upon area including, but not hinited to, buildings, roads, parking a'r'eas,
sidewalks, gravel areas, etc.
* Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off-site impervious area listed above determined? Provide documentation. Aerial Photo
A'na6�ls�s� 1
Pro 0ects in Union Count: Contact DEMLR Central Office staff to check if the project is located Aithin a Threatened &
Endangered Species ivatershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt ortal.ncdenr.or web w ws Z sat bm -manual.
VI.. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htt ortal.ncdennor web we /ws/su Z statesw forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htt ortal_ncdenr.or web w�,vs/sui 131aps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the Iatest versions
for each submitted application package from htt ortal.ncclenr.or web ov % cvs su statesrv�fortr s_dors.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. -
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants ,
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M -- ✓`
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htt/Zwww.envhelp.org/`­12ages/­onestol2exl2ress.htn-d for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5, A detailed narrative (one to two pages) describing the stormwater treatment/ managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
r i
6. A USGS map identifying the site location. Tf the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/z mile of the site boundary, include the 1/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Protect dame. 1
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates_
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MI -IW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version Oct. 31; 2013 Page 4 of 6

in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
V t d b ff where re aired)
p. egeta e u ers ( q
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and Iimited Iiability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www secretary.state.nc.us/Corporations/CSearch.aWx
VII. DEED RES'T'RICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http:(/I?ortal.ncdenc.orglweb lr,state-stc�rmw°ater_
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the Iand, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ieffrey P. Schmitt
Consulting Firm: Kenney Design Group, PA
Mailing Address: 1216 Parsons Trail
City: Denver
State: NC
Phone: (704 ) 377-6099 Fax: ( }
Email: ischmittAkenneydesiM,corn
Zip: 28037
IX. PROPERTY OWNER AUTHORIZATION (if Coiitact Information, item 2 has teen filled out, complete this
section)
I, (pent or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Inforillation, item Ia) with (print or hjpe name of organization listed in
Contact Inforniation, item 1R) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SW -U-101 Version Oct. 31; 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, dad agree by u,y a;gnatn.e below, that if ury designateil
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults o., their
lease agreeurent or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
r .rre, the property ervuer. As the property owner, it is ury responsibility to notiry DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; othe. Wise I will be operating a otOrurwester
treatment facility without a valid permit. I understand that the operation of a stormwater treatme.rt facility
witriaut a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
aCdU.r u,rluding the a55e00rrrerrt of civil penalties of LLp to $z5.0uu per Say, pursuant to NCGS 143-215.6.
HAKKEY UKEEK (C;HAKLUTTE) ASLl Vlll, LLC;, a Delaware limited Nubility Company
By: Avanti Strategic Land Investors VIII, L.L.L.P., a Delaware limited liability limited partnership, its We Member
By: Arlt ASLl viii Cir, LLC;, a ll'6lawar a Bunted Iiability CUmpany, itS 30166 Gl!ucr al rartu'c.
By: Avanti Properties Group 111, L.L.L.P., a Delaware limited liability limited partnership; its Managing Member
ny: Arlt 111 Gr, LLC, a riur.Qa i*. -ked IiaDil.ty C'umpany, AS 3o1'c General rartn'cr
By: Avant; Maua 1, orporutiou, a r ul;ila Cal pal ntiory its sole Manager
15y:
Andrew DubU.Nice President.
w3 PI. reuusylvau.a Avc., wi..m res. k, PluurAa 3z /BY
407--6284488, h;urail: adabillWavantlyrup.Com
1; u f 0,, a Notary Yub1iC for the state of Florida, County of Oranse; do hereby certify that Andrew
L) .bill pzr.o..ally appeared before ...c thi3 z1lt day of a,.ly z01 i, and acknu, ledge the d„c z.uc.tim, of tha appliCatwu fv. a
3t0„uwatC, pC,,,rit.
w.tncc3s u.y nzmZl and oniciEa 3'cal, _ � j� R -VIhJC„& . My CU .......011 C'%Pi1e3 May 18_ /-U 150
400Pc�e Notary Public State of Florida
_° tai `f� Janet R Morales
y, c P` My Commission FF 223166
-?o�pcF Explres06/2612019
X. APPLICANT'S CERTIFICATION
I, (prinr or Type name of peroun L3red ;.r Couracr luformarivrr ;rEnr 1a) - -
certity that the information included on this permit application for..r is, r the best uf ury knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and pratective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable 3Lr...rWater rules under 15A NCAC zri.1000 an8 any, other applicable state stormwater requirements.
Signature:,
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due E.E17utiU.r of the applicardO.r fol
ZZ stO..rrwater pEruut. Witness ury narri3 and official seal,
U 52008 11194143 1
SEAL
My commission
rom, ziwu-1u1 Version Oct. 31, 2013 Page 6 of 6

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater contra! facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Andrew Dubill, acknowledge, affirm and agree by my signature below, that I will cause the following deed
restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2, The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence.
of the Division of Energy, Mineral and Land Resources.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1-175 2700 sf 176-260 2300 sf
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
S. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Fonn DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
HARKEY CREEK (CHARLOTTE) ASLI VIII LLC, a Delaware limited liability company
By: Avanti Strategic Land Investors VIII, L.L.L.P .
By: APG ASLI VIII, LLC
By: Avanti Properties Group III, L.L.L.P.
By: APG III GP, LLC
By: Avanti Management Co
Signature: ' z,x - bate: ✓a
Andrew Dubill, Vice President
I, j c RNr- , a Notary Public in the
State of G , County of )r
do hereby certify that ("��bza:L)l personally appeared
before me this the day of , 201, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
�a'jz
Sim ure
My Commission expires
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2
SEAL
ac P.v °kyr hlotary Public_ State of Florida
u Janet R Morales
o My Commission FF 223166
Expires 05/2812019

Project Narrative for Storm Water Treatment and Management
For
Harkey Creek Subdivision
Union County, North Carolina
The project is a subdivision consisting of 175 single family lots, 85 townhomes and an amenity
area. The proposed construction activities on the 78.3 acre site include grading, erosion
control, sanitary sewer collection systems, water distribution systems, storm drainage systems,
the construction} of roads and homes.
A detailed erosion control plan will be approved and implemented prior to any grading
activities. Erosion control features will include silt fence, diversion ditches, and sediment traps
which will ultimately be converted into BMPs after stabilization of the site.
Due to the existing topography seven BMPs are proposed, all wet ponds. A high SHWT makes
most other BMPs on the site problematic. To the extent practicable all storm water from built
upon areas will be directed to the BMPs for treatment. Most of the storm water will be
collected in catch basins along the curb and gutter type streets and piped to the BMPs. A
smaller about of the storm water runs directly into the BMPs. Impervious area is limited to
2700 sf per lot for single family and 2300 sf per lot for the townhomes, plus paved roads and
sidewalks.
A relatively small amount of off-site storm water will be picked up in the storm water collection
system and directed to the BMPs. Existing off-site impervious areas were estimated by aerial
photography and included in the calculations for treatment.
In addition to water quality, all three of the BMPs also function as detention basins to attenuate
peak flows in the 2 year 24 hour and 25 year 24 hour storms. This is in accordance with Union
County's local storm water ordinances. SMP drainage was sized for the 50 year 24 hour storm
with 1 foot of freeboard in all of the BMPs.
The responsible party will maintain the BMPs in perpetuity. Maintenance activities for the wet
pond include monthly inspections and inspections within 24 hours of storm events greater than
1.0", establishing and watering plants on vegetated shelf, maintaining stabilized ground cover
on darn and embankments, and annual inspection of dam by a dam safety expert.

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SUMMIT
ENGINEERING. LABORATORY. TESTING
April 22, 2016
Mr. Bob Burkett
Timberline Construction & Development Inc.
8880 Graham Point Lane
Union County, North Carolina 28037
Email: bc7bh�i�kettC�hcli��v�i:i�;..ut
Subject: Estimated Seasonal High Water Table (ESHWT) Determinations
Old Charlotte Highway Site
Old Charlotte Highway (Hwy 74)
Union County, North Carolina
SUMMIT Project No. 3975.01
Dear Mr. Burkett:
SUMMIT Engineering, Laboratory and Testing, Inc. (SUMMIT) is pleased to submit this
letter summarizing our observations of the soil test borings as related to Estimated Seasonal
High Water Table Elevation (ESHWT) determinations for the proposed BMP ponds to be
constructed on the planned Old Charlotte Highway Site. This report contains a brief
description of the project information provided to us, general site and subsurface conditions
revealed during the exploration.
PURPOSE OF STUDY
The primary purpose of this study was to obtain information regarding the subsurface
conditions near the proposed BMP ponds, assess the engineering characteristics of the
subsurface materials, and determination of estimated seasonal high water table mark (if
evident). This report contains the following items:
Photographic Logs, Site Location Map and Boring Location Plan,
• Boring Logs, visual soil classifications and descriptions,
• A general review of the subsurface soils, geological stratigraphy and estimated
seasonal high water table depth from existing ground surface (if evident).
• Water level measurements.
'-sem;: N G N _ E R N r fi A s O S > sem.
3575 Centre Circle Drive j Fart N611. South Carulitu 29715 (704) 504 - 1717 (704) 504 - 1125 (Fax)
}

Summary of ESHWT Determination SUMMIT Project Number 3978.01
Old Charlotte Highway Site, Union County, North Carolina April 22, 2016
EXPLORATION PROCEDURES
SUMMIT performed five (5) soil test borings, (identified as B-16 through B-20), in the
approximate locations shown on Figure 2 — Boring Location Plan. The borings were located
by professionals from our office using handheld GPS, existing topographic and aerial maps
as reference. The boring locations were not surveyed and should be considered approximate.
Timberline Construction & Development Inc (Client) provided SUMMIT a "Preliminary
Subdivision Sketch Plan", dated February 24, 2016 developed by Kenney Design Group, PA,
which indicated the approximate locations of the proposed BMP ponds.
The soil test borings were performed using an ATV -mounted CME 550X drill rig and
extended to depths of approximately 8.3 to 10 feet below the existing ground surface.
Hollow -stem, continuous flight auger drilling techniques were used to advance the borings
into the ground. Standard Penetration Tests (SPT) were performed within the mechanical
borings at designated 24 inch intervals in general accordance with ASTM D 1586. The soil
samples collected were visually examined and classified in general accordance with ASTM
D-2488 and the Munsell Soil Color Charts (2009 Revision) were used to identify the hue,
value, and chroma of soil samples. The classification symbols are depicted on the Boring
Logs provided in Appendix 2.
GENERALIZED SUBSURFACE STRATIGRAPHY
General subsurface conditions observed during our geotechnical exploration are described
herein. For more detailed soil descriptions and stratifications at a particular soil test boring,
the respective `Boring Logs" provided in Appendix 2 should be reviewed. The horizontal
stratification lines designating the interface between various strata represent approximate
boundaries. Transitions between different strata in the field may be gradual in both the
horizontal and vertical directions. The general stratigraphy encountered within the borings
is summarized as follows.
Beginning from the ground surface, a layer of Topsoil (surficial organic soils) were
encountered at the existing ground surface at all boring locations and extended down to
approximately 2 to 3 inches. Beneath the topsoil layer, residual (undisturbed) soils were
encountered and extended to either the maximum boring termination depth or partially
weathered rock (PWR). The residual soils generally consisted of fat clays, lean clays, elastic
silts, and sandy silt.

Summary of ESHIVT Determination SUMMIT Project Number 3978.01
Old Cliarlotte Highway Site, Union. County, North Carolina April 22, 2016
Partially Weathered Rock (PWR) was encountered at approximate depths below the existing
ground surface of 8 feet in Borings B-16, B-17 and B-19, between the depths of 4.5 to 8 feet
in Boring B-18, and at 7.5 feet in Boring B-20. Partially weathered rock is defined as soil -
like material exhibiting N -values in excess of 100 bpf.
GROUNDWATER LEVEL MEASUREMENTS
Groundwater, at the time of drilling, was not encountered in any of the borings. After waiting
more than 24 hours, groundwater was observed near the ground surface of Boring B-16 and
was measured at a depth of 3 feet below the existing ground surface in Boring B-19. The
groundwater reading after 24 hours in Boring B-16 may be the result of either stormwater
runoff or perched water conditions. Note: Groundwater levels tend to fluctuate with seasonal
and climatic variations, as well as with some types of construction operations.
ESTIMATED SEASONAL HIGH WATER TABLE
The Estimated Seasonal High Water Table (ESHWT) indictors were encountered in all of the
boring performed during this exploration at approximated depths ranging from 3 to 6 feet
below the existing ground surface. The ESHWT is defined as a change in the color of the soil
layer due to water staining (typically, gray redoximorphic depletions and mottling). Spots or
blotches of different color or shades of color interspersed with a dominant color in soil,
commonly referred to as mottling. Mottling is a historic indication for the presence of ground
water caused by intermittent periods of saturation and drying, and may be indicative of poor
aeration and impeded drainage. Mottling is a "general indication of groundwater" flow
through this layer, but it is not known whether the groundwater flow was recent.
The table summarizes the boring sampled depths, the approximate depths of the ESHWTs,
and the approximate depths of groundwater (GW) at time of drilling (ATD), and groundwater
depths after waiting more than 24 hours.

Summary of ESHWT Determination SUMMIT Project Nuntber .3978.01
Old Charlotte Highway Site, Union Cotanty, North Carolina April 22, 2016
SUMMARY TABLE OF ESHWT DEPTHS AND WATER LEVELS
1 - Not Encountered within the depths sampled
2 - The groundwater reading after 24 hours in Boring B- 16 may be the result of either
stormwater runoff or perched water conditions.
CLOSING
SUMMIT appreciates the opportunity to provide our professional services for you on this
project. If you have any questions concerning the information in this proposal or if we may be
of further service, please contact us at 704.504.1717.
Sincerely,
SUMMIT „ti�tr s��ltf�lrrr�f�
=O. SUMMIT .N1 moi'
�4E53 'r
Engineering,
T'
�f� AL `
Laboratory &°:
042323
n: Testing, Inc. ;'�
GW
;� U��1 ;`�; ���_�;�`{.��__ ''•,c�rFo��-`�:�`
��frjlElliti�ti,`
GW .
Depth
GW.
:Depth
,
GW
After
Boring
ESHWT .
Depth
After 24:..Boring.
ESHWT
Depth
24
Test
Depth
Depth:
ATD.
Hours
Test
Depth
Depth
ATD
Hours
Locations
(Feet):':.:'(:Feet)'
(Feet) f
(Feet)'
Locations
(Feet)'
(Feet)'
(Feet)'
(Feet)'
At
B-16
8.4
4
NE
Ground
B-19
9.9
3
NE
3
Surface'
B-17
9.8
6
NE
NE
B-20
8.3
5
NE
NE
B-18
10
4.5
NE
NE
1 - Not Encountered within the depths sampled
2 - The groundwater reading after 24 hours in Boring B- 16 may be the result of either
stormwater runoff or perched water conditions.
CLOSING
SUMMIT appreciates the opportunity to provide our professional services for you on this
project. If you have any questions concerning the information in this proposal or if we may be
of further service, please contact us at 704.504.1717.
Sincerely,
SUMMIT „ti�tr s��ltf�lrrr�f�
Todd A. Costner, EI
Senior Professional
Summit's NC Certificate of Licensure No. 2530
LIST OF APPENDICES
I Photographic Logs
2 Figure No. 1 —Site Location Map
Figure No. 2 Boring Location Plan
3 Boring Logs
Robert L. Price, PE
Senior Geotechnical Engineer
4
=O. SUMMIT .N1 moi'
�4E53 'r
Engineering,
T'
�f� AL `
Laboratory &°:
042323
n: Testing, Inc. ;'�
C 2530
;� U��1 ;`�; ���_�;�`{.��__ ''•,c�rFo��-`�:�`
��frjlElliti�ti,`
Todd A. Costner, EI
Senior Professional
Summit's NC Certificate of Licensure No. 2530
LIST OF APPENDICES
I Photographic Logs
2 Figure No. 1 —Site Location Map
Figure No. 2 Boring Location Plan
3 Boring Logs
Robert L. Price, PE
Senior Geotechnical Engineer
4

Summary of ESH"Y Determination
SUMMIT Project Number 3978.01
old Charlotte Highway Site, Union County, North Carolina April 22, 2015
5 ]
SUMMIT
ENGINEERING+ LABORATORY • TESTING
APPENDIX 2
Figures

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B-16
Boring Locations will not be surveyed
and should be considered approximate
Figure 2
Ol
Boring Location Plan d Charlotte Highway Site
Approx. Soil Test Boring Location Old Charlotte Highway
- Approx. Hand Auger Boring Union County, North Carolina SUMMIT
Location 3575 Centre Circle
Fart Mill. 7 9715
SCALE•NT5 SUMMIT Project No.: 3978.01 (a03) 504-171

Summary of ESH147T Determination
SUMMIT Project Number 3978.01
Old Charlotte Highway Site, Union County, North Carolina April 22, 2016
APPENDIX 3
Boring Logs

SUMMIT ENGINEERING, LABORATORY & TESTING, INC. KEY TO SYMBOLS
3S75 CENTRE CIRCLE DRIVE
FORT MILL, SC 29715
SUMMIT WVVW.SUMMIT-COMPANIES.COM
CLIENT Timberline Construction & Development Inc. PROJECT NAME Old Charlotte Highway Site
PROJECT NUMBER 3978.01 PROJECT LOCATION Union Count , North Carolina
LITHOLOGIC SYMBOLS
(Unified Soil Classification System)
�! BLANK
CH: USCS High Plasticity Clay
0 CL: USCS Low Plasticity Clay
imMH: USCS Elastic Silt
MLS: USCS Sandy Silt
r 0; TOPSOIL: Topsoil
P!--, PWR: Partially Weathered Rock
LL LIQUID LIMIT (%)
PI - PLASTIC INDEX (%)
W - MOISTURE CONTENT {%)
DD - DRY DENSITY (PCF)
NP -NON PLASTIC
-200 - PERCENT PASSING NO. 200 SIEVE
PP POCKET PENETROMETER (TSF)
SAMPLER SYMBOLS
11, Standard Penetration Test
WELL CONSTRUCTION SYMBOLS
ABBREVIATIONS
TV - TORVANE
PID - PHOTOIONIZATION DETECTOR
UC - UNCONFINFD COMPRESSION
ppm -PARTS PER MILLION
Water Level at Time
Drilling, or as Shown
1 Water Level at End of
Drilling, or as Shown
Water Level After 24
Hours, or as Shown

SUMMIT ENGINEERING, LA8oR4TORY &TESTING, INC.
BORING NUMBER B-16
�% 3575 CENTRE CIRCLE DRIVE
A
PAGF 7 OF 1
FORT MI> - SC 29715
(CH) RESIDUUM:
-
SUMMIT WWW.SUMMIT-COMPANIES.COM
CLIENT Timberline Construction & Development Inc.
PROJECT NAME .pld Charlotte Highway Site,,,_
PROJECT NUMBER 3978.01
PROJECT LOCATION Union County North Carolina____
DATE STARTED 3125116 COMPLETED 3125116
GROUND ELEVATION
HOLE SIZE 6 inches
DRILLING CONTRACTOR SUMMIT
GROUND WATER/CAVE-IN:
DRILLING METHOD Hollow Stem Auger
AT TIME OF DRILLING
— GW NE ATD 1 Caved in Depth (aD 8' bgs
LOGGED BY J. Johnson CHECKED $Y T. Costner
TAT END OF DRILLING
0.10 ft GW After 24 Mrs at Surface
NOTES See Figur .2 "Borinq Location Plan" for Boring Location
AFTER DRILLING --
SPT
2
o
A SPT N VALUE A
C
O_
O
d a
r_
cn w 0 20 40 60 80 100
Fine Slightly Sandy SILT with Rock Fragments (2.5Y, 6/6)
e p
MATERIAL DESCRIPTION
W m
W o
i� fl+
z J PL MC LL
j D¢ f
w
�I
3
z
O i
mo z 0 20 40 60_ 80 _100
_
LU
O
z
�
-1 FINES CONTENT (%) C
_- -
Slightly Sandy SILT with Rock Fragments (2.5Y, 612)
`'
Approx. 2" of Topsoil 0.1ft -
(CH) RESIDUUM:
-
Very Soft Moist Light Olive Brown and Light Gray Fat CLAY SPT
0-0-1-2
(2.5Y, 514) 1
(1)
(CH) Soft Moist Light Olive Brown and Light Gray Fat CLAY
z.j
(2.5Y, 514)
I
SPT
2
1-1-2-2
(3)
(ML) Very Stiff Moist Light Yellow, Light Gray and Black Clayey
Fine Slightly Sandy SILT with Rock Fragments (2.5Y, 6/6)
s o
SPT
5-12-15-17
�I
3
(27)
,.
------------------- ...__
(ML) Very Hard Light Brownish Gray, Olive Yellow and Slack Fine
_- -
Slightly Sandy SILT with Rock Fragments (2.5Y, 612)
SPT
4
27-30-45-50 i
(75)
7,5
(ML) Partially Weathered Rock (PWR) when sampled becomes SPT
Pale Yellow Fine Slightly Sandy SILT with Rock Fragments (5Y,
1
s713)�.._._..___._..._....---------
-
Bottom of Boring at 8.4 feet bgs, Boring Terminated

SLjMM1TENGINEERING, LABORATORY&TESTING,INC. BORING NUMBER B-17
3575 CENTRE CIRCLE DRIVE PAGE I OF I
, FORT MILL. SC 29715
SUMMIT WWW.SUMMIT-COMPAhIiES.COM
CLIENT Timberline Construction & Development Inc. PROJECT NAME Cld Charlotte Highway Site
PROJECT NUMBER 3978.01 PROJECT LOCATION Union County, North Carolina
DATE STARTED 3125/11) COMPLETED 3125116 _ GROUND ELEVATION HOLE SIZE 6 inches
DRILLING CONTRACTOR SUMMIT GROUND WATERICAVE4N:
DRILLING METHOD _Hollow Stem Auger T AT TIME OF DRILLING , — GW NE ATD 1 Caved in Depth @ 6.5' bgs
LOGGED BY J. Johnson CHECKED BY T. Costner AT END OF DRILLING — GW After 24 Hrs NE
NOTES See Figure 2_ "Berin Location Plan" for Boring Location AFTER DRILLING --
(ML) Partially Weathered Rock (PWR) when sampled becomes
Light Brownish Gray and Black Fine Slightly Sandy SILT with SPT 20-37-50 ,
Rock Fragments (2.5Y, 612) 5 (5014")
Bottom of Boring at 9.3 feet bgs, Boring Terminated
u1
4
A SPT N VALUE A
z
o
d
0 20 40 60 80 100
I'L MC
I -0Q I
-7-
=
MATERIAL DESCRIPTION
~(W
_
C�
Z
¢Q
LL V
LL
a-:)
O
1
0 40 60 80 100
LL
O
Lu
U Z
_20
❑ FINES CONTENT (%) ❑
0 20 40 60 80 100
Approx. 2" of Topsoii
(MH) RESIDUUM:
Very Stiff Light Olive Brown and Yellow Elastic SILT (2.5Y, 718)
SPT
8-17-13-14
(30)
(ML) Very Stiff Pale Olive Brown and Light Brownish Gray Fine 1
Slightly Sandy SILT with Rock Fragments (5Y, 613)
----------------------------------
(ML) Very Hard Pale Olive Brown and Light Brownish Gray Fine
?-5
Slightly Sandy SILT with Rock Fragments (5Y, 613)
SPT
17-29-30-27
I —
2
(59)
(ML) Hard Pale Olive Brown and Light Brownish Gray Fine
Slightly Sandy SILT with Rock Fragments (5Y, 613)
s.o
SPT
3
22-19-22-21
(41)
(ML) Hard Moist Light Brownish Gray, White and Yellow Clayey
—
I
Fine Sandy SILT (2.5 Y, 612) 6.5ft -
_
SS
13-1) -47
I,
(41)6
(ML) Partially Weathered Rock (PWR) when sampled becomes
Light Brownish Gray and Black Fine Slightly Sandy SILT with SPT 20-37-50 ,
Rock Fragments (2.5Y, 612) 5 (5014")
Bottom of Boring at 9.3 feet bgs, Boring Terminated

SUMMIT ENGINEERING, LABbRATORYBcT);STING,INC. BORING NUMBER B-18
�' 3575 CENTRE CIRCLE DRIVE PAGE I OF I
d.k FORT MILL, SC 29715
SUMMIT WWW.SUMMIT-COMPANIES.COM
CLIENT Timberline Construction & Development Inc. PROJECT NAME Old Charlotte Highway Site
PROJECT NUMBER 3978.01 PROJECT LOCATION Union County, North Carolina
DATE STARTED 3125116 COMPLETED 3125116 GROUND ELEVATION HOLE SIZE 6 inches
DRILLING CONTRACTOR SUMMIT GROUND WATERICAVE-IN:
DRILLING METHOD Hollow Stam Auger AT TIME OF DRILLING -- GW NE ATD 1 Caved in Depth 7' b s
LOGGED BY J. Johnson CHECKED BY T. Costner AT END OF DRILLING --- GW NE After 24 Hi
NOTES Sce Figure_2 "Boring location Plan" for Boring Location AFTER DRILLING -
LL
o
♦ SPT N VALUE
O C�
n-
>-
cn Lit
0 20 40 60 80 100
� ^ U
4 0.O
r
MATERIAL DESCRIPTION
Lu
J M
_
0 Q
j J
OO
O Z ¢J
PL MC LL
�- I♦�
m O Z
0 20 40 60 80 100
❑ FINES CONTENT (%) ❑
CO
�
0 20 40 60 80 100
Approx. 2" of Topsoil
(CEL) RESIDUUM:
Stiff Moist Light Olive Brown and Light Brownish Gray Lean CLAY
SPT
2-4-7-18
(2.5Y, 514)
1
(11)
-----------------------------
(CL) Very Stiff Olive and Yellowish Olive Lean CLAY (5Y, 514)
25
1
SPT
12-15-15-17
2
(30)
17232-510
(ML) Partially Weathered Rock (PWR) when sampled becomes
SPT
S O _
Light Brownish Yellow, White and Yellowish Brown Fine Slightly
3
(5015")
Sandy SILT (2.5Y, 612)
Partially Weathered Rock (PWR) when sampled becomesSPT
*—
32-50
Yellow and Olive Yellow Fine Slightly Sandy SILT (2.5Y, 716)
4
(5014")
7tt -
7.5
fr
_
I
Very Hard Yellow, Light Brownish Yellow and Brown Fine
Slightly Sandy SILT with Rock Fragments (2.5Y, 716)
SPT
35-46-35-38
5
(81)
_ IO,G .

SUMMIT ENGINEERING,LABORATORY&TESTING, INC.
BORING NUMBER B-19
3575 CENTRE CIRCLE DRIVE
Lu
FAGE ] OF 1
FORT MILL, SC 29715
A SPT N VALUE
z
O
I���
SUMMIT WWW.SUMMIT'-COMPANIES.COM
d
�m
CLIENT Timberline Construction &Development Inc.
PROJECT NAME Old Charlotte Highway Site
PROJECT NUMBER 3978.01
PROJECT LOCATION Union
County, North Carolina
DATE STARTED 3125116 COMPLETED 3125116
GROUND ELEVATION
HOLE SIZE 6 inches
DRILLING CONTRACTOR _SUMMIT
GROUND WATERtCAVE-IN:
DRILLING METHOD Hollow Stem Auger
AT TIME OF DRILLING
-- GW NF ATD I Caved in Depth @ 7.5' bgs_
LOGGED BY J. Johnson CHECKED BY T. Costner
TAT END OF DRILLING
3.00 ft GW NE After 24 HRs
NOTES See Figure 2 "Boring Location Plan" for Boring Location
AFTER DRILLING --
c7
Lu
o
A SPT N VALUE
z
O
d
�m
0 20 40 60 80 100
PL LL
I
a 0
MATERIAL DESCRIPTION
g
_
WD
O
me
�z-j
O D¢
EL Z:)
0
in 0 >
0 20 40 60 80 100
171 FINES CONTENT (%) ❑
c7
< z
Lu
v z
0 20 40 60 80 100
—
Approx. 3" of Topsoil
{MH) RESIDUUM:
Soft Moist Olive Yellow Elastic SILT (t 0Y, 718)
SPT
1-2-2-2
1
(4)
4
(CL) Very Stiff Moist Olive Yellow and Light Brownish Gray Lean
as
CLAY (117;8)
Si
4-7-11-17
3ft -
2
(18)
-------------------
(CL) Very Stiff Light Gray and Olive Yellow Lean CLAY (2.5Y,
611)
s.a
SPT
2-8-22-36
3
(30)
------------------------------
(ML) Very Stiff Pale Brown, Light Brownish Gray and Black Fine
-
_Slightly Sandy SILT (2.5Y, 713) _ _ _ _
(ML) Very Hard Pale Brown, Light Brownish Gray and Black Fine
Slightly Sandy SILT (2.5Y, 713)
SPT
15 34-41 45
4
(75)
zs
(ML) Partially Weathered Rock (PWR) when sampled becomes
Pale Brown, Light Brownish Gray and Black Fine Slightly Sandy SPT
20-45-50
SILT (2.5Y, 713) 5
(5015")
Bottom of Boring at 9.9 feet bgs, Boring Terminated

J SUMMIT ENGINEERING, LABORATORY &TESTING, [NC.
BORING NUMBER B-20
3575 CENTRE CIRCLE DRIVE
o
PAGE 1 QF- 1
t FORT MILL, SC 29715
z
O
SUMMIT WWW.SUMMIT-COMPAN[ES.COM
�o
F
CLIENT Timberline Construction & Development Inc.
PROJECT NAME _Old Charlotte Highway Site
PROJECT NUMBER 3978.01
PROJECT LOCATION Union County North Carolina
DATE STARTED 3124116 COMPLETED 3124116
GROUND ELEVATION
HOLE SIZE -6 inches ._
DRILLING CONTRACTOR SUMMIT
GROUND WATERICAVIi
DRILLING METHOD Hollow Stem Augor
AT TIME OF DRILLING
— GW NE ATD 1 Caved in Depth 7' bqs
LOGGED BY J. Johnson CHECKED BY T. Costner
AT END OF DRILLING
-- GW NE After 24 HRs
NOTES See Figure 2 "Boring Location Plan" for Boring Location
AFTER DRILLING -
U Z
-----------------------------
(ML) Hard Light Olive Gray, Light Brownish Yellow and Black j
Fine Slightly Sandy Silt with Rock Fragments (5Y, 612)
SPT 21-19-31-50
7ft - 4 (50)
(ML) Partially Weathered Rock (PWR) when sampled becomes
Pale Brown Fine Sandy SILT with Rock Fragments (2.5Y, 713)
_ SPT 50
Bottom of Boring at 8.3 feet bgs, Baring Terminated 5
o
A SPT N VALUE A
z
O
�o
F
0 20 40 60 80 100
PL MC L
X80
=
p
MATERIAL DESCRIPTION
OLy
j
m
0 20 0 0 100
❑ FINES CONTENT (%) ❑
W
C7
U
U Z
r¢
0 20 40 60 80 100
Approx. 2" of Topsoil
(MH) RESIDUUM:
Firm Moist Olive Yellow and Light Brownish Gray Elastic SILT
SPT
2-3-4-5
(2.5Y, 618)
1
(7)
(ML) Firm Olive Fine Slightly Sandy SILT (5Y, 513)
a.s
SPT
; 5-6-11-16
2
(17)
_—
-------- — — — —
(ML) Very Stiff Light Olive Gray, Light Brownish Yellow and Black
Fine—Slightly Sandy Silt with Rock Fragments (5Y, 612) J
(ML) Very Hard Light Olive Gray, Light Brownish Yellow and
Black Fine Slightly Sandy Silt with Rock Fragments (5Y, 612)
5.0 =
SPT
8-2159)-40
-----------------------------
(ML) Hard Light Olive Gray, Light Brownish Yellow and Black j
Fine Slightly Sandy Silt with Rock Fragments (5Y, 612)
SPT 21-19-31-50
7ft - 4 (50)
(ML) Partially Weathered Rock (PWR) when sampled becomes
Pale Brown Fine Sandy SILT with Rock Fragments (2.5Y, 713)
_ SPT 50
Bottom of Boring at 8.3 feet bgs, Baring Terminated 5

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North Carolina
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Elaine F Marshall
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Mailing:
923 N Pennsylvania Ave
Principal Office:
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Winter Park, FL 32789
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Corporate Names
Legal: Harkey Creek (Charlotte) ASLI VEIL, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1597802
Current -Active
Current
Foreign
5/25/2017
January
DE
CT Corporation System
Reg Office:
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing:
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Mailing:
923 N Pennsylvania Ave
Winter Park, FL 32789
Principal Office:
923 N Pennsylvania Ave
Winter Park, FL 32789
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.