20170141 Ver 1_More Info Received_20170320

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PILOT ENVIRONMENTAL INC
March 17, 2017
North Carolina Division of Water Resources
Attn: Ms. Sue Homewood
Winston Salem Regional Office - 401 Wetlands Unit
450 West Hanes Mill Road
Winston Salem, North Carolina 27105
Reference: Response to NCDEQ-DWR Request for Additional Information
401 Water Quality Certification — NCDEQ DWR #2017-0141
Jasper Pointe Apartments
Approximate 5.45 Acre Tract
NC Highway 89
Mt. Airy, Surry County, North Carolina
PEI Project 2188.2
Dear Ms. Homewood:
Mr. Craig Stone, Jasper Pointe, LLC, (Applicant) received a March 6, 2017 letter from the
NCDEQ-DWR requesting information to process the application for a 401 Water Quality
Certification (WQC) for the above referenced project. The purpose of this letter is to address
the request for additional information.
NCDEQ-DWR Comment 1): According to the parcel information provided in the application, the
current owner of the parcel is John Mark Golding. Pursuant to 15A NCAC 02H .0502(f), when
the applicant (Jasper Pointe LLC) does not have title to the property, documentation must be
provided that the applicant has been authorized by the owner to apply for a certification.
Please provide that documentation.
Applicant Response: An agent authorization form from the owner of the parcel is attached.
NCDEQ-DWR Comment 2): Please provide more details regarding avoidance and minimization
of stream and wetland impacts for this project. This Office believes that the road impacts as
shown on the plans as can be moved or reconfigured within the property boundary to avoid the
impacts to the stream. Please revise the plans to avoid the impacts or provide a detailed
explanation of why this plan for the activity cannot be practically accomplished, reduced or
reconfigured to avoid impacts to the stream and wetlands. [15A NCAC 02H .0506(f) and (g)]
Applicant Response: The applicant has an option to purchase a sub -divided parcel as shown on
the attached recorded survey PLAT. The remaining 1.779 acre parcel (shown as Parcel 2 in
attached PLAT) is not available for the applicant to purchase. Therefore, the proposed project
PO Box 128, Kernersville, NC 27285
www.pilotenviro.com

Response to Request for Additional Information
PEI Project 2188.2
March 17, 2017
has no other reasonably alternative to provide access to the proposed multi -family residential
property that would avoid impacts to jurisdictional waters. During construction of the
necessary access road a grading easement is required on an adjacent property. A copy of the
grading easement agreement is included as an attachment.
NCDEQ-DWR Comment 3): The stormwater plan calculations note that due to the required
grade on the entrance road into the property a portion of the impervious area cannot be
treated in the SCM. However it appears that there is available area adjacent to the road and
within the property boundary for a stormwater control measure. Please redesign the project to
ensure that stormwater from all impervious surfaces is treated in a primary stormwater control
measure or provide further explanation of why the area adjacent to the road and part of the
parcel is not available for additional stormwater treatment.
Applicant Response: The applicant has revised the stormwater management plan to remove
curb and gutter from the access drive. The remainder of impervious surfaces will be treated by
the proposed bio cell. A copy of the updated Construction Plan and Profile is included as an
attachment. As shown on the attached drawings and acknowledged by the applicant, the bio
cell discharges within the vicinity of adjacent properties.
NCDEQ-DWR Comment 4): Please provide a BMP Supplement Form with all required items for
every BMP on the site (see http://portal.ncdenr.org/web/wq/ws/su/bmp-manual). [15A NCAC
02H .0506(b)(5) and (c)(5)]
Applicant Response: A BMP Supplement Form is attached.
NCDEQ-DWR Comment 5): Please submit an original signed and notarized O&M Agreement
form. Sample O&M forms are available at: http://portal.ncdenr.org/web/wq/ws/su/bmp-
manual. [15A NCAC 02H .0506(b)(5) and (c)(5)]
Applicant Response: An original signed and notarized O&M Agreement form has been mailed
to Ms. Homewood's attention separate of this response.
NCDEQ-DWR Comment 6): Please provide a soils report that states the level of the SHWT
elevation based on a boring within the footprint of the proposed BMPs. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
Applicant Response: A SHWT Determination Report for the proposed BMP is included as an
attachment.
NCDEQ-DWR Comment 7): Please provide a full-sized plan sheet C5. [15A NCAC 02H .0506(b)(5)
and (c)(5)]

Response to Request for Additional Information
PEI Project 2188.2
March 17, 2017
Applicant Response: A full sized plan Sheet C5 has been mailed to Ms. Homewood's attention
separate of this response.
If there are questions regarding this information or a need for further information, please
contact us at [phone].
Respectfully submitted,
PILOT ENVIRONMENTAL, INC.
Bradley S. Luckey, PWS
Project Manager
Attachments: Owner Agent Authorization Form
PLAT
Grading Easement Attachment
Construction Plan and Profile
BMP Supplement Form
SHWT Determination Report
Michael T. Brame, PWS
Principal
CC: Mr. William Elliot, USACE-Asheville Regulatory Field Office (via email)

F; 0�ose1 �r fnulro�,ngn taF 5'e �lGes
PEP Pr pasgi2186.1
1'e0tern&U 21, 2016
AGENT AUTHORJ�pTIIf?hl
Thisform authorizes°EI loactnour agerntin stream/wetland matters in€furling U.S. Army Carps
of Englne&!, and North Carolina Oivisian u? Water E ei uurces fiei€i ver- kation .and permitting.
Property AP€ dre51: -[S(
Owner Information:
Add res s: KOLW- (7 _Dal
wrH c..3c
Telephone Number:
P;w Minrhar
E-mail Address: l J,'k )�4 f r +i .
JURISDIMONAL DETERMINATION RE UEST
SECTION D -PROPERTY OWNER CIERTIROMON
I, the undersigned, a duly authurited owner of recurds of the propMv/properties identified
harein,. do authorlte represenTatiue5 ;?fthc Wil rnin t -*n DIstrict" U.5. Army Corps of Engineer
(Corps) to eater upon the property h arein described for the purpose of conduc ing on-site
investigations arsd issuing a deteiniination associate! witf7 Waters of the U.S. 5ubjcct to Federal
jurisdiction under Sectien 404 of the Glean Water Aft on,*vr Section Iii of the Rivers 4rnd
Harbors Act of 1999.
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petty Owner Signature

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OWNER / 17�LOPER
.iC�F>r1 Mr4�RK 6C�LD)Nt5
366 GOLI7iN6 8E�1,. LANE
MOUNT f�IRY, NORTH CAROLINA 2030
PHONE: [phone]'7
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Yrapnretl ey entl return to
KAY M. Cir
PLmco Tedcabery &Maoinumse Y.A.
PO Drawn ?5008
Winrtary ..., NC 2711 A 5008
TEMPORARY GRADING EASEMENT
'PHIS TEMPORARY GRADWG p.ASEMENT (this "Easement') made this L3 day
Of r&� , 2017 by Jahn Mark Golding ("amnio") to Jasper Pointe, LLC, a North Carolina
limited liahiloy company ("Grantee").
RECITALS:
A. Grantor is the owner in fee simple of that certain 1799 acre tract of mal properly,
7, ore particularly described as Tract 2 on Final Plat Jasper Pointe Apartments" dated December
2016 and recorded in Plat Buck 33, Page 96, in the Office of the Register of Deeds of Slnry
County, North Carolina (the "Granter Property").
B. Grantee is the owner in fee simple of that certain 5 619 acro tract of real property
more particularly described as Tract 1 on Final Plat Jasper Pointe Annulments" dated December
7, 2016 and recorded in Plat Book 33, Page 96, in the Office of the Register of Deeds of Sorry
County, North Carolina (the "Grantee Property').
C. Gmnmc has requested that Grantor grant to Grantee a temporary grading
casenturit over and across a portion of the Grantor Property for the purpose of Grantee carrying
out construction and grading activities in connection with the development of the Counter
Property and Creator has agreed to grant such easement.
NOW THEREFORE, in consideration of Ton Dollars (§10000), and other good and
valuable eonsidemtieq the receipt and sufficiency of which is hereby aclmowlcdged, Grantor
hereby agrees as follows.
GRANT OF'I'EMPORARY GRADING EASEMENT
Grantor docs hereby esmblish, give, grant, and convey to Grantee, its agents, contractors,
successors and assigns, for the benefit of the Grantee Property, a temporary grading and
construction casement (the 'Icamoraey Grading Content") over and across the hatched area
Inhaled as "Grading Easement' on attached Exhibit A (the "Basement Area) for the purpose of
Grantee carrying out construction and grading activities in connection with the development of
the Grantee Property. All cost and expanse of such grading and cunstructiou shall be at the sotc
orM:6usut6vr

expense nfCmmdee. The Temporary Grading Easement shall aut(malically terminate .'twit,
2011.
GRANTOR'S COVENAVTS AND GRANTS
Grainer, for himself and his successors and assigns, does covenant to and with Grantee
and its successors and assigns that he is We fee owner of the Easement Area free and clear of all
encumbrances, that he is unmarried and that he has fall right and authority to convey Hie
foregoing easement Grantor docs hereby warrant that Ira will defend the title to the Easement
Area againsftlm lawful claims ofpasons whomsoever.
Gmntur, his helm, succesmrs and assigns, agrees that he shall not, without Grantee's
express prior written consent. which Grantee may withhold in Gmatec's spin discretion: 1)
utilize Hie Easement Area tr
in any manner which interferes wiN the Tcmpomry Grading Easement,
2) construct any temporary or permanent imnovemems wition the Easement Area, or 9) change
the grade of the basement Area.
CENTRAL PROVISIONS
Grantor shall hold Grantee harmless from and fndonmE'y Grantee free and against any
and all actions, claims, lines, penalties, liabilities, damages, and costs and expenses of any kind,
including reasonable attorneys' ices actually incurred, arising out of or relating to Gi antnr'.s, nr
his agents', employees', or contractors' actions or omissions on or about the Easement Area.
This Easement and rights and conditions sit forth herein are covenants running with the
land and are granted for the benefit of Gramme and the current and futme owners) of fee simple
title to all or a portion of the Grantee Property and their grantees, successes, assigns, and lessees.
This Easement is binding upon rich mature owuct(s) of fee simple title to all or part of the
Easement Arco and its gmmcrs, heirs, successors, assigns, and Icssecs and shall be appurtenant to
and ran with the title to the Grantcc Property.
No waiver of any breach of he easement, covenants, or agreements contained herein
shall be construed as, or constitate a waiver of, any other breach of the same or any otter
provisions, or any default hereunder, aur shall the same constitute a waiver of, acquiescence in, or
consent to any further other succeeding breach.
If any term of this basement is held invalid to any extent, the remaining terms and
on shall remain valid and enforceable to the fullest extent peratired by law.
Each ol'the recitals set saki above are fully incommsted herein.
Separate Sign atio a Page Follows
aTM'nfi5n?M1

SEPARATE SIGA9YIRF, PAGE TO
TEMPORARY GRAVING EASEMENT
IN WITNESS WHEREOF, Gmntor has executed this Easement as of the date first
mentioned above.
GIUVxTO
4 (SEAT.)
n dark Golding
S'tAfEOF NJhk4. Cc.oia) �
COUNTY OF S ur r rt— I
I, a Notary Public in and Lar said County and Stale, certify Jahn Mark Golding, either
being personally known to me or proven by satisfactory evidence, personally appeared before me
this day and acknowledged that he voluntarily executed the foregoing instmmcnt
My commission expires: 3�a 5jl _.
(At xNoTSWNi47F 'EE PHILLIPS
NOTA YPUSLIC
Sunt' County
NOM Carolina
My Commission Expires M2rd1 R5, 11119
nTM 655016vi
AY
Notary Public

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Permit Number:
(to be provided by DWQ)
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Jasper Pointe
Contact name
Matt Williams
Phone number
336-275-0471
Date
March 14, 2017
Drainage area number
1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
4 ft2
Impervious area
2 ft
Percent impervious
53.2% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
Is pre/post control of the 1 -yr, 24 -hr peak flow required?
1 -yr, 24 -hr runoff depth
1 -yr, 24 -hr intensity
Pre -development 1 -yr, 24 -hr peak flow
Post -development 1 -yr, 24 -hr peak flow
Pre/Post 1 -yr, 24 -hr peak control
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1 -yr, 24 -hr runoff
Post -development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In-situ soil:
Soil permeability
Planting media soil:
Soil permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic (by volume)
y (Y or N)
1 in
2.82 in/hr
3.800 ft3/sec
2.090 ft3/sec
-1.710 ft3/sec
7,433.0 ft3
8,059.0 ft3 OK
_ ft3
_ ft3
_ ft3
0 ft3
ft3
12 inches OK
1.00 ft
7,433.0 ft2 OK
ft
ft
ft
8.61 hr OK
17.22 hr OK
25.83 hr
0.26 in/hr Insufficient. Increase infiltration rate or include underdrains.
0.26 in/hr Insufficient media infiltration rate.
85% OK
10% OK
5% OK
Total: 100%
Phosphorus Index (P -Index) of media 30 (unitless) OK
Form SW401-Bioretention-Rev.8
June 25, 2010
Parts I and 11. Design Summary, Page 1 of 2

Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
Permit Number:
(to be provided by DWQ)
1126.00 fmsl
y (Y or N) OK
n (Y or N)
1126 fmsl
inches
1124 fmsl
2 ft
2 ft
y (Y or N)
5 Insufficient number of clean out pipes provided.
10 OK
1 ft
1121 fmsl
112 fmsl
1009 ft OK
n (Y or N)
1106.8 fmsl
19.2 ft OK
0
y (Y or N) OK
n (Y or N) Excess volume must pass through filter.
ft
n (Y or N) Show how flow is evenly distributed.
y (Y or N)
y (Y or N)
y (Y or N)
Yes (Y or N)
5 ft/sec
Ilk
No
Y
X
(Y or N)
OK
OK
OK
Insufficient ROW location.
Insufficient inlet velocity unless energy dissipating devices are
being used.
OK
(Y or N) Insufficient slopes for design.
(Y or N) OK
#VALUE!
Form SW401-Bioretention-Rev.8
June 25, 2010 Parts I and 11. Design Summary, Page 2 of 2

February 3, 2017
Wynnefield Properties
5614 State Road 1145
Jamestown, NC 27282
Attn: Mr. Matt Raab
P: [phone]
E: Matt. Raab(a�wynnefieldproperties.com
Re: Report of SHWT Determination
Jasper Pointe
Mount Airy, North Carolina
Terracon Project No: 75165056
Dear Mr. Raab:
Terracon Consultants, Inc. (Terracon) offers this report of Seasonal High Water Table (SHWT)
determination. This work was performed in general accordance with proposal No. P75165056
dated March 28, 2016.
A representative from Terracon visited the subject site to mark the proposed SHWT test locations.
The test locations are shown on the attached Exploration Plan as HA -1 and HA -2. The
approximate surface locations for the test is as follows:
Location
Approximate Sirfaoe Elevation
HA -1
1,126 feet
HA -2
1,127 feet
Following our site reconnaissance, a sub -contract Licensed Soil Scientist visited the site to
conduct field services for SHWT report preparation. The SHWT Report is attached.
We appreciate the opportunity to be part of your team on this project. Please contact us if you
have questions or comments regarding the test results attached.
Sincerely,
Terracon Consultants, Inc.
Lorin E. Akins
Project Manager
Attached: SHWT Report
James D. oskins, lll, PE
Principal Engineer
Terracon Consultants, Inc. 7327- G West Friendly Avenue Greensboro, North Carolina 27410
P [phone] F [phone] terracon.com

FRED D. SMITH SOIL CONSULTING
library 30, 2017
Mr. Lorin Akins
Termerm Consulting Engineers and Scientists
7327-G W. Friendly Ave.
Greensboro, NC 27410
Subject: Report of Soil Evaluation for Smrmwmer Tre orm nt
Jasper Pointe Apts
Mt. Airy, NC
Dem Mr. Akins
This letter concerns the soil evaluation r performed or Me above mentioned site. You authorized me m
evaluate the soils in the proposed BM' location on the site for seasonal high water order You provided
to me an sarin] photo of the site and preliminary site plan. You also seat me the thering logs of your
geatechwem samplest Por my rvdew.
My weak consisted of evaluating soils with a hand auger to derereaine soil color patterns that indicate
presence of a seasonal high water table (SIIW T
The roil characteristics were evaluated for resume, Ammar, consistency, depth to seasonal high water
table or perched water table, and depth to mprolim or partially weathered rack. I also reviewed the boring
logs for groundwater depth and soil information.
The USDA soil descriptions arc presented or Table L Boring locations were edvanced in the relative
locations shown on the drawing.
Seasonal High or Perehed Water Table
The SIIWT las become more frequently used as an assumed of Am highest level of water settle
fluctuations due to agricultural considerations, regulations for septic system designs and, more recently,
stormwater design. The SEWT is routinely estimated by Soil Scientists from soil morphology (soil
Forming facture) and landscape position. Soil colors are evaluated because gray colors are associated with
saturated and thorniest reducing soil environments- the presence or absence of iron. Red, reddish
yepow, brawn, and brownish yellow relate ore associated with at orbic add chemical]} oxidizing
conditions.
During weathering of soil minerals, over a paint ofome, soluble consYimenm are removed from the sap
profile and mote stable compounds will precipitate. Iron is released from ourremis and coats soil particles
wish thin oxide coatings that give soils their red to yellow color; The nemod color of mil paitioles le
gory =it they are cowed with hon.
Soils also contain microorganisms thin generate energy from the oxidation of soil organic matter. When
the soil becomes saturated front flooding or slowly poreolming water, oxygen is removed from the seal
layer and anaerobic conditions prevail. Vader anaerobic conditions, other types of soil microbes can
derive energy the chemical reduction of oxidized hon and change its state drum ferric to ferrous iron (loss.
of an elettmn). The requirements for this chemiml-miorabiological process me me absence of oxygen
for several weeks, a temperature of w least 41 degrees (r), and the presence of organic matter (roots, etc).
O ce/Mohile [phone]
Pall Office Box ffT5—NaahViifo, North Carolina 27956

Durmgg pariods of alternative waning and drying cycles, ferrous tam may move short distances and
precipitate duringthe drying (reoxidation)process. These mottling pardbas arecalled redoximorphic
colors.
Soil Scientists use the Mansell Color Systemto evaluate Ne degree of color changes visible m the soil
Law chrome colors aro considered to be guy or black to the Martell System (chrome less than 2). We
normally consider that once soil layer has about 5% gory colors and reeloximorphic patterns (red -
yellow entered motdea), then tint soil is mounted at least 21 days and qualifies as e SHWT or perched
water table.
Sometimes soil water is actually •perched' because of soil characteristics such as .shrink -swell clay
mineralogy; andior weak or massive structure. A perched wand able forms above or within an
impermeable layer of soil or rock or sapmlin that separa s; it from the actual groundwater table below.
This happens in some piedmont soils and some raper coastal plain soils in NC and is the Triassic Basin
soils. Perched water tables areidentified by layer of soil that does nor coupon redoximorphic conditions
between the main water table and the layer in question.
Soil Evaluation
The location ofthe proposed front is found on a ridge -shoulder slope. The soils retrieved in the hand
augers are speckled brown and yellow saprolite that range in texture been come sandy from to loamy
sand. Hand auger refusal occurred at 4 to 5 fed below the states.
Borings foam Tanana were reviewed ed evaluate deep soils athe site. Borings 2 and 3 found
groin lwatd. But B-2 was nem the wdlond streau and B-3 was probably perched water on rock. All
other deep borings on the site did not encounter groundwater to a depth of a least 15 a 20 feet below the
surface.
But the hand auger borings add deep barings encountered shallow sands the are very hard soils or
actual auger ref id.
The soil talars to a depth of 15 to 20 feu hmeath existing grade do nor contain redoxinro rphic calors ar
do not show iron reduction and concentrations. Groundwater was not found be deep borings (except ss
noted) to a depth of at least 20 fear
A SBWT does net exist within 20 feet below the soil surface m the area designated for the biacell.
I eptudeve the opportunity to work with you on this project. Please comer me if you have questions or
need additional information.
C-IL`�-D e��
Fred fr Smith
Licensed Soil Sciantia
CKce/Mobiie (252) 9094389
Post O co Box 1175 - Nashville, North Carolina 27855

Table I
USDA So➢ Descripdau
Proposed AMP
]azper None Apts
Mount Airy, NC
i"d ........ Vit. ¢o
HO&ILONillEPTH
(In<I1E6j
Tez e
r OESCIt�'II0
A!0-0[opsoil
loam
6 nn
4-48 or 4- 55
Coarse Smtdv loam m loamy sand
Saoroltre browp, yellow
4)end 55+
Aagerretbsal
OAilce/Mobi/e [phone]
Post Office Box 1175- Nashville, North Carolina 27856

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BORING LOG NO.
s" 0 Page I m,
PROJECT: Jasper Pointe
CLIENT: =MfielE Properties
Jamestown, NC
SITE: ML Airy, NC
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BORING LOG NO. B-2
Page 1 e11
PROJECT: Jasper PolMe
CLIENT: Wynneiield Propel
Jamestown, NC
SRE: Mt Airy, NC
LOCATION See EM'CAP-3
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BORING LOG NO. B-3
pagelol
PROJECT: Jasper Pointe CLIENT: Wynnefleld Properties
Jamestown, NC
SUE: M. Nry, NC
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BORING LOG NO. B -3A
Page I at
PROJECT: Jasper Pointe
CLIENT: Wynnefieltl Properties
Jamestown, NC
SffE: Mt. Ary, NC
u
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BORING LOG NO. B-4
Ptspelofl
PROJEU: JaWw Polrke
CUENT: Wynnerele Pmrrl :
Jamestown, NC
SITE: M Ary, INC
rotnnoN. an men as_
d.
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news
4
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18
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8
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_ _ _ _ Mill_ trace mire, tan wnite, urea. magi �
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BORING LOG NO. B-5
Pae 1 of 1
PND.IECT: Jasper Pointe
CLIENT: Wynnelceld Prcp¢rties
Jamestown, 4m
SIZE: IAL Airy, NC
LOCATION sr EdWtMx
wAt
li�
=
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:°I
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14
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douse. wet W moist
N=3
4&9
16
N=15
5—
16
6
0
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N-_68
18
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BORING LOG NO. B-6
page I of
PROJECT: Jasper Polite
CLIENT: "neflelE Proper w
Jamastl , NC
SR@ ML Airy NC
LocnTwry aa. Ea,;tlnas
w
—
un
y
ds
=
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it
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Now:
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BORING LOG NO. B-7
a a,
PROJECT: Jasper Pointe
CUENT: WynnefielC Properties
Jamestown, NC
SITE: Nit. Nry, NC
o
LOCATION SaeEtlidtA-2
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6g
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0
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is
u.Pisl
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4
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4-6.611
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N=10
f_
5
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N=B
8
SR3
NS
3aAlliailallERIM
RMK SIM neef grew hrown, mals!
1.
1
i
train
Sll-YSANDISM race mlm.lanbPS°,mNsi
30.5
s t1z
2
Boring Temiina(eG at 20 F f
9veoA,.aionAmwFOmdmau.Irttlw,tlepa,elommeYbaAab'wl Typ. PincmWc
PP
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BORING LOG NO. B$
Page 1m1
PROJECT: Jasper Pointe
CLIENT: Wynnefleld Properflea
Jamestown, NC
SITE: ML Airy, NC
u �LOCA3ICN Bep ENLn Al
�}u�.
w
2
M J4R6
X
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=
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8
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puweum mtl atletiwal eau (� anyl
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WATER
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BORING LOG NO. B-9
page 1 of t
PRQIECT: Jasper Pointe CLIENT: Wynne field Propertles
Jarraaa n, NC
SIiE: IAL Ary, NC
me T161am [saminz
—
_
LIMITS_
Izdude. a5wwa' W6 we. .w.eum
46
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tsl
aiial•l.
MDlovanaw SvlvefJer. llIn)
3
3It
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30
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5
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16
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e'll
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rmm:
e
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d YmD4amd
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3 n
m.re_ ....mare mnnas�.ndaw: �o,b
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BORING LOG NO. B-10
Page 1 of
PROJECT: Jasper Polme
CLIENT: Wynnefield Propsrpes
Jamestown, NC
9RE: ML Airy. NC
LocanoN s
�u
rrJ
_
LIMnS
Y.
LNlutle ]OJOIiSwLpeYMbe: E0.63aan"
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le
2N -0--e
a
41,18-23
2-34
5
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i1
s
3.2.3
.
N=S
B
2-0S
1�:
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5
il-
a iffII
18
233
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1
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idflm
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