SW3230601_Soils/Geotechnical Report_20230817

LEGEND ,>c\N CAR°,,,
0:EXISTING CORNER;TYPE NOTED jj,,
FERRY RD. • IPF:IRON PIPE FD. �, \NDS-;;:k S
S' 'A 66GERS 0:IRF:IRON ROD FD. LIST OF ADDITIONAL GG�1■77\��
0:CORNER SET;TYPE NOTED LAND USES REQUESTED: 1157 O •
CL -:CENTER uNE :�J�,03-2323
R/W-:RIGHT OF WAY PRIVATE CLUB
R:PROPERTY LINE CURVE TABLE LINE TABLE •
q •O�O;
PP POWER POLE INDOOR RECREATION V
POWER LINE GENERAL OFFICE CURVE RADIUS ARC CHORD BEARING CHORD LINE BEARING DISTANCE ��
LINCOLN -E- EASEMENTCK LINE PROFESSIONAL
OFFICEOFFICE CURVE
C7 ,340.32' 119.00' N26'28'58"E 808.65' Li N84'16'33'W 21.42' ,,,,,;;D��ED,.0
sQ COUNTY C.N.P.:CORRUGATED METAL PIPE PRIVATE RECREATION CLUB C2 1340.32' 141.67' N20'54'40"E 812.29' L2 S84'10'25"E 31.52'
J R.C.P.:REINFORCED CONCRETE PIPE
0 GENERAL RESTAURANT
N SITE _ HOPE:HIGH DENSITY POLYETHYLENE DRAIN PIPE NEIGHBORHOOD SERVICE C3 1985.35' 2.25' S18'07'51"E 803.62' L3 S84'20'27"E 31.84'
yc'- o GENERAL SERVICE
VEHICLE SERVICE C4 7985.35' 124.56' S76'78'04"E 813.21' L4 584'20'27"E 18.85'
4' o I VETERINARIAN, ANIMAL HOSPITAL L5 N81'56'04"W 20.67'
/ 1
I \ O
L6 N81'56'04'W 31.16' E 000
O I`
N wv 5'RCP I L7 N25'37'31"E 20.00' 0 O'
J I o L8 808'24'32"W 20.63' C N
3 VICINITY SKETCH �` �' MICHAEL N. FOTINOS --
N.T.S. 'oo PARCEL ID: 4602658894 p
/ 0/ 'v DEED BOOK/PAGE: 3122/81
//�•1�
II
/ o ZONING: B-N/ELDD L.L ¢ J
// CURRENT USE: COMMERCIAL \
o N W
j
N°jo
// = N
OREILLY AUTOMOTIVE SORES, LLC CT. // \ \ G Zmo�mZ w
RYAN, LLC c� ➢c i
PARCEL ID: 4602653865 / / �1 Aim`c?--. 0 :
DEED BOOK/PAGE: 2422/337 / e - acv ` ^Po^� s*T FOUND \ Aoo Z Q °w
ZONING: B-G/ELDD a� e a.• v, v 1 '
CURRENT USE: COMMERCIAL d y
G rn�0 v/ / s rvv.-]sa 9'/ '""L _ ,�It4• ® ,.J lt�rJ7.74.1111171.---::-.-7i:276_1,0r,,LE J.Y./G� \� N3 m -are z
Z_ +II'R. .. a \\ nF'.0 00s/B IRON 6PEAR +1,7 a (//7///
(BENT `' 901.50' 801.50'I801.0' pph, 80 \ NO
%
----...„____/
-------___.,,,,,,,,../
19
PERVIOUS CONCRETE PAVEMENT -)
//.....'
= •--.PARKING CID
20 Tp (TO MEET WATERSHED LOW-DENSITY REQUIREMENTS OF o 01 O
// •ND(TVP.) •I 'U2 8+2. 802.50' \s P COUNTY UDO) / C
802.60'i
IN :- IN 799 + - •• 802.50' 802.�0' i � � O V
LEFT TURN LANE-MIN.ROAD WIDENING / IN 798.'0' �` % \ g M
:11
LAND 11 _
oll
(PER NCDOT DISCUSSION) -� EX. '/'' T.C.803.20' m I i \ N J
/ /�,•1 `: B.C.802.70' T.C.8!!R9 o 80'.+•' 802.60' SIGN /
N
;; / �a sly B.C.802.64• 802.80' � �a�` 80�.49' -
� LANDSCAPED P•' NG
// / 802.50' T.0 80 ® ISLAND(TVP.) / Iti i
/ $ / :71°' !!.aC .20 � T.C.::`-' ••802 75' ' ��a/ t:. z EX 8 174' I.802. ilmizsi
p�03.20' "°JI of :� ••80275' 1 5.00• FMONRO INC. DBA MR.TIRE / ..� •• I ■ ' CHARLES J. HENLEY
PARCPARCEL ID. 460265693 4. 602.50'• -- -- 803.20. ���_ ■■/ / 'g T.0 803.70' ■ ■ 1 DEEDEBOOK/PAGE 5 4 1695/831
DEED BOOK PAGE: 2614 227 ,T '01.59'•• 1 /�47 T.C.803.70' , o �im� I � 02.95' '�� .SaZONING: B-G ELDD 20 Q¢� / V pp
BC.80.20' ZONING: R-TCURRENT USE. COMMERCIAL 32' 4DROP-• RAISED=.EWALK CROSSING 80 r 1 s \ CURRENT USE:RESIDENTIAL
/ T' / T.C.803.25' FSPACES /�6 HEIGHTMAX.) 803.04'��••/ �INVE: B.C.802.75' T.C.806.30' • ASPHALT PAVING :/ Z F� /,'
/, : T,C.804.30' T.C.804.LT. .803.94' '• 142 PARKING SPACES in \B.0 803.8 STOP SIGN ".75 // B C803.80' ' B. 803.44' 3. ' � \V / �,� CONCRETESIDEW, K(ryp)' p2 ` 1� _ .. - I803.44' (TYP.) �0 604... 804 06'. I I I 1 101111‘‘
\
804.50' T C 4 19 03.5 I _ �1 O Uc N
8 8' T.C.804.19' 803.44' Z
RIGHT TURN DECELERATI N LANE/ - 1 I T. 804 1"a r Ey 55 5
/ .00' -�- B.C. 369 "O HENp6oy'I MECK'c
(PER NCDOT DISCUS ION) _ ---', ---- �. ••,d • BBC.8g3.68' _ ' f CCE E
BC 80369'
I� �_8043 .,4. + �� �� �� O ppR epoKlepG'''1'
+oEH1�p4 p
a..
•
/ , • AVINGT 1 1_ 1 I► I i 1 803.69' \ oEo��G'R sE RE J
� _ 80450 1 ,', �,s 0, SIGNAGEli cDR EN
30' P 0g r'�fL _ :N
/ ed / I� 1^2 HDPE ,S OPE) 01 vz +u -- --PIKLM B� .+ 1• Q.
\ \ / r
/ n ��, III 0420o O RT$ - s \ Y
RIP RAP ENERGY DISSIPATERITVP.) 4. ///JJ�"'+ .80' II � 1 1 i.• wN ➢ I +`� LLl } 0]
SEE DETAIL W/CHART FOR SIZES // ! r+ O \ \ n N _ Q OD z
MS � "ao3.zo' Boaso' P'�Ii�OSED I ESS F CILITY 's��:1.=4 p$aA< o w o_
SAND FILTER FOREBAY r -39,105 S. . FOUND -� +" ` a Z 3 U N
IF tab uEo 1N�Juky;;l PING-30'HEIt HT MAX. =`;ENT> -x_x C�/ESEA ►. ACCESS A A q+'/"/ J d' = W24"SAND FILTEI•
/ ��" /, I GATE n • d- 4 N 1^ aPERFORATED E - n •• .• I
'', ._ a �N w ici 1ii
(12 HDPE @ 0.8%SLOPE) O 'v -' T.
Z \Np
20'WIDTH @ 8tlq.yu'MVERRP I _ .9eu Lo rvc g � r W
//// - 9+0' ` '''11 . MI3.0% E) I RIMELEV.803.90' FDC L. A4� �` �I ,1 ` INVERT IN 801.50' EXISTING
�'�--- �\
6"HDPE PERFORATED UNDERD Ns14 ' _ II INVERT OUT 801.50' .� \
WITH TWO.(2)LLEAN OU \ / VAIrt„,p; I IIIII
,_� INVERT �PnreFaG
SAND FILTER CHAMBER AREA F w I I^ (`}
(HATCHING DENQTES ACTU L A"- _-_ �' Z I`[
OF SAND ME IA FILTE ARE- Y ,�1 %� ` Lu 804.50' iIIIII IIII 1 •I Z
36' \ `�� a LL INJ,jPE PIPE#2
/ma/� ,fr, I(A� y� _ 1 I/ /� I;+aiWA,Y'\)'\RY E W SYSTEM 1.��_� ' I I I I �IIIIIII�111 - - - +.II
I II (12"HDPE @ 0.8%SLOPE)
(OPEN WI RAB01(INLET/PPEi M€ADWA� ihrt^ $RsN SEWE- (1 ,- 7' -F AI I - le _8�--_�ania •#.YII CATCHBASIN#.3w•' •: r ��. '- W ERSHED DISTRICT: U /
RIM ELEV.9o3so• OWNER INFORMATION: AT' p01 4 I �� �� PARC, LLCPARTIALLY INERIOUP WATER SUPPLY DISTRICT
//_E/�( .� I I .�- INVERT IN 801.10' S00 CASTLE,LLC \
/SAND ILTER BMP SYSTEM iir DOMEw TIC WgTE'� I J- PARCEL ID: 4602750424 MAXIMUM IMPERIOUS AREA: 36%W/O CURBBGUTTER
°"p / _ INVERT OUT 801.10' P.O.BOX 29 LU
�• [` wows DEED BOOK/PAGE. 2117/94 (SEE LIMITS OF WATERSHED ON SITE PLAN)
1p °` 1� DENVER,NC 28037
6"FIRE SERVIC: • _ ZONING: B-N / ELDD J LL isn{'�/ / d •0 RP �7� k� IMPERVIOUS COVERAGE 12,684 S.F. Q
ixsyL xxx �I ` �� ,g1,� ��I II" - _ ��� I = CURRENT USE: COMMERCIAL CONTACT: JEFF PETTIT PERVIOUS PAVING COVERAGE 501]SF /�
s Illr`, .,11UU, , ",80.70 � IBI ®I$ I� 2 ■� 'I TOTAL SITE IN WATERSHED 35 690 S.F.
EL
•+ � M�Id rah_
� I HDPE PIPE#3 ) U
x (704 530-8533 %IMPERVIOUS COVERAGE 355% }
1 ; Ift8' - -rel (12"HDPE(A 0.8%SLOPE) USING PERVIOUS PAVEMENT TO REDUCE IMPERVIOUS \
I'.1 '+UMPSTER `®�- PI111111111�11111118� PARCEL INFORMATION: AREA TO THE ALLOWABLE 36%PER THE WATERSHED �-+ CD
d 1 CLOSURE 120 HAMME' 804.3, IMPERVIOUS COVERAGE MAX.75%IMPERVIOUS 7 _
TURNAROUND 7.
TRANSFO'gi III M PARCEL ID Ws:79969,79972,52748 PROPOSED IMPERVIOUS AREA 98,482 S.F.
"I ti ( 804• PARCEL PIN#'s:4602657505,4602659780,4602750600 TOTAL SITE AREA 3.568 AC. 155,422 S.F. g Q W
/ _ _ :oI� . 'Tlory • PAD I I 1 CATCH BASIN#4 ( > (!5
/e'Ireory RIM ELEV.803.90' ADDRESS: N.NC i6 BUSINESS HWY.8 N.PILOT KNOB ROAD /PROPOSED IMPERVIOUS 63.4% Z
.��, _ cD
® DENVER,NC BUFFER/LANDSCAPING: \
cD
-L® L1 scr . 804 INVERT IN 800.70'
802< LI3137 COUNTY %CLASS"A'FRONT YARD BUFFER UDO 3.4.6
- INVERT OUT 800.70' m
FOurvoP =u-ems TOTAL ACREAGE 3.568 AC. PARKING BUFFER UD03.4.5 CC. ` L .aw :, voi ` DEED BOOK: 313] DEED PAGE: 703 10'CLASS"A'DISTRICT BUFFER UDO 3.4.5
�`_+': C3 LL w
�:r•'r,u." V B B .+ HDPE PIPE IW EXISTING ZONING: B-N 20'CLASS'C"DISTRICT BUFFER UD03.4.5
f--++ �� ._ -- 80.45' i (12"HDPE @ 0.6°/"SLOPE) PROPOSED ZONING: ES FA/ELDD
FOUNDATION PLANTINGS UDO 3.4.5 °�
/ �a�><s 80, N PROPOSED USE. G:B-G(CZ)/EITY ROAD YARD TREES UD0 3.4.] co_z
/ 1' = _� '%o MINIMUM SETBACKS(B-G): SCREENING PLANTINGS UD03.4.8 Q m
o CC
4�
N` / ) yR 1�y�= ry FRONT YARD SETBACK 30 MIN PARKING LOT LANDSCAPING UDO 3.4.10
/ - Z � �M - RIDE YARD SETBACK 30'MIN. S W
/ WALL V N.W -__ REAR YARD SETBACK 25'MIN W D
d� / =:1...,��q,. -- ----__.___ BUILDING/STRUCTURE TYPE PLAN DESIGN INFORMATION:
/ BUILDING 3. - - PRE-ENGINEERED BUILDING WI UPGRADES qy O > CO
CO
:'i'� TO COMPLY WITH ALL UDO REQUIREMENTS SITE DEVELOPMENT:
HDPE PIPE#6 CATCH BASIN#6 EXISTING IN THE E.G&ELDD DISTRICTS \ 7 r
(12"HDPE @ 1.0%SLOPE) RIM ELEV.803.20' LOING CATCH BASIN#5 BUILDING COVERAGE: J.DAVID LEDFORD,RLA L
0
/ INVERT IN 799.90' RIM ELEV.803.20' MAX.50,000 S.F.COVERAGE 2730 MAIDEN HIGHWAY O
INVERT OUT 799.90' INVERT IN 800.30' PROPOSED BUILDING S.F.COVERAGE 26,855 S.F. LINCOLCONTANTON,NC 28092 in
Z
�� INVERT OUT 800.30' FIRST FLOOR S.F. 26,660 S.F. CONTACT:DAVID LEDFORD,RLA /r
VESTIBULE/ENTRANCE ,86 S.F. (]04)530-]880 /LPL
HDPE PIPE#5 SECOND FLOOR MEZZANINE S.F. 12,250 S.E. M 0 Z
/ (12"HDPE Q 0.6%SLOPE) OFF-STREET PARKING: SITE SURVEY: S,LLP Z
WEST LAKE INVESTORS, INC. B-G ZONING AREA(FITNESS CENTER NOT LISTED) CES GERVPS STREET,
SUITE
`, PARCEL ID: 4602657393 NUMBER SPACES PER PLANNING/ZONING DIRECTOR 1411 GERVAIS STREET,SUITE 402
DEED BOOK/PAGE: 1 51 5/71 1 PROPOSED PARKING SPACES 142 SPACES COLUMBIAK THU1
30 0 30 60 90 CONTACTT::KE NTUD84 PLS
ZONING: B-N/ELDD PROPOSED DROP-OFF SPACES 4SPACES [phone] DRAWING
Know what's bEIOW. CURRENT USE COMMERCIAL NUMBER:
GRAPHIC SCALE: 1"=30' Call before you dig.
C1

June 5, 2023
CATAWBA VALLEY
ENGINEERING&TESTING Mr. Tracy Reitzell, V.P.
Denver Construction
4501 North NC-16
PO Box 747 Denver, North Carolina 28037
Hickory, NC 28603
[e-mail]
161 Lenoir Rhyne Blvd
Hickory,NC 28602
Re: Seasonal High Water Table Analysis (SHWT)
828 578 9972 0 Proposed Health and Fitness Facility
828 322 1801 F
Parcel ID #79969, 79972, and 52748
NC Firm No. C-3833 North NC-16 Business Highway and North Pilot Knob Road
SC Firm No. 5201 g y
Denver, Lincoln County, North Carolina
CVET Project Number: 23-851
Dear Mr. Reitzell:
Catawba Valley Engineering and Testing (CVET) is pleased to submit the
results of the seasonal high water table (SHWT) analysis performed for the
Sand Filter BMP System at the proposed health and fitness facility in
Denver, North Carolina.
Our understanding of this project was developed through review of the
"Proposed Grading Plan" dated November 10, 2022. All elevations and
locations referenced in this report are based upon the aforementioned
drawing, therefore should be considered approximate.
The contents of this report are provided for the use of Denver Construction
and its approved affiliates and are not intended to be used as the basis for
design and construction for any other project. The contents of this report
shall not be utilized by any other parties unless written permission is
granted by CVET. CVET disclaims all liability from the misuse or reliance,
by any such parties, of the contents brought forth in this report.
TEST PROCUDURES AND FIELD SERVICES
The SHWT analysis consisted of two, hand augered soil test borings
extended to depths of 7.0 feet below existing site grades and completed on
May 31, 2023. Test boring B01 was completed within the proposed sand
filter chamber area (south location) at an approximate elevation of 799.0
Geotechnical Engineering feet above the referenced datum. Test boring B02 was completed within
the sand filter forebay area (north location) at an approximate elevation of
Environmental Services 799.25 feet above the referenced datum.
CMT/Special Inspections

Page 2 of 3
Proposed Health and Fitness Facility
Denver, Lincoln County, North Carolina
CVET Project No. 23-581
A soil test pit was also excavated adjacent to the boring B01 location, by Denver
Construction on June 6, 2023. The test pit was extended to a depth of approximately
10 feet below existing site grades.
Our interpretation of the SHWT is the upper limit of soil saturated with water for
periods long enough for anaerobic conditions to affect soil color. Such periods result
in iron (Fe) reduction within soils causing mottling or soil leaching to occur, typically
resulting in a grayish color.
Based upon the two soil borings and subsequent test pit, typical soil mottling and
elevated soil moisture were not observed in the soil samples collected to a depth of
approximately 10.0 feet below existing site grades.
Groundwater was not observed in the two soil test borings at depths of 7.0 feet below
existing site grades or the subsequent test pit to a depth of approximately 10.0 feet
below existing site grades. Note that each borehole/test pit was left open for only a
short period of time during the drilling operation, so the detection of groundwater
during this brief period is difficult. Also note that soil moisture and groundwater
conditions vary depending on conditions such as temperature, precipitation and
season. Therefore, soil moisture and groundwater location at other times of the year
may vary from those observed at the time of this subsurface exploration and as
described in this report.
Based on the information available, we conclude that the SHWT at the proposed Sand
Filter BMP System should not reach above approximately 8.0 feet below existing site
grades, an elevation of approximately 791.0 and 791.25 feet above the referenced
datum at the B01 and B02 locations, respectively. The testing results presented in
this letter report are based on the specific boring/test pit locations within the proposed
Sand Filter BMP System and do not reflect variations in subsurface conditions that
may exist across the site.

Page 3 of 3
Proposed Health and Fitness Facility
Denver, Lincoln County, North Carolina
CVET Project No. 23-581
We appreciate the opportunity to provide professional engineering services for your
project. If you have any questions regarding the contents of this report, please feel
free to contact us.
Sincerely,
CATAWBA VALLEY ENGINEERING AND TESTING, P.C.
.`:�N CARD'•.,,
;:�OPoFE'ssio'
SEAL
041419
- IJ L�,.�i!- r► 6/5/2023
James H. Carter David M. LeGrand, Jr., PE
Senior Geologist President
NC 041419

Soil Map—Lincoln County,North Carolina
(Denver Health&Fitness) rsi
500620 500640 500660 500680 500700 500720 500740 500760 500780 500800 500820 500840 500860
35°27 11"N O I _ l l_ I 35°27 11"N
IN— I .AC-- _ T
Pi
/ '
., 1� �
— �- �� `�lliiii�1 i 11 i
lir \\1 \
f 1
co
co
m�
•1. Z
LdB2
sio
sif;
t lib
o o
dal. 7
$ tor $
ewe imp
= vet
ihrmi 5d P-Mii1 Mil iT r7r1 lid a, .hi. ,,I--
a •o a • it • — a_
35°27 6"N R • - r - AM,[T + R 35°27'6"N
500620 503640 500660 500680 500700 500720 500740 500760 500780 500800 500320 500340 500930
rn
3 3
a Map Scale:1:1,150 if printed on A landscape(11"x 8.5")sheet. m
Meters
$ N 0 15 30 60 90 $
Feet
A
0 50 100 200 300
Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 17N WGS84
usDA Natural Resources Web Soil Survey 3/30/2023
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Lincoln County,North Carolina
(Denver Health&Fitness)
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:24,000.
Q Stony Spot
Soils Very Stony Spot Warning:Soil Map may not be valid at this scale.
0 Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
.�� Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
p Soil Map Unit Points contrasting soils that could have been shown at a more detailed
Special Line Features
Special Point Features scale.
(9 Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
cs Borrow Pit measurements.
Transportation
X Clay Spot Rails Source of Map: Natural Resources Conservation Service
0 Closed Depression Web Soil Survey URL:
ti Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
X Gravel Pit US Routes
Maps from the Web Soil Survey are based on the Web Mercator
,. Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
0 Landfill Local Roads Albers equal-area conic projection,should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
46 Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
iRk Mine or Quarry
Soil Survey Area: Lincoln County,North Carolina
O Miscellaneous Water Survey Area Data: Version 27,Sep 12,2022
Q Perennial Water Soil map units are labeled(as space allows)for map scales
v Rock Outcrop 1:50,000 or larger.
▪ Saline Spot Date(s)aerial images were photographed: Apr 22,2022—May
10,2022
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
• Sinkhole shifting of map unit boundaries may be evident.
3) Slide or Slip
oa Sodic Spot
Natural Resources Web Soil Survey 3/30/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Lincoln County, North Carolina Denver Health&Fitness
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
LdB2 Lloyd sandy clay loam,2 to 8 3.6 100.0%
percent slopes,moderately
eroded
Totals for Area of Interest 3.6 100.0%
USDA Natural Resources Web Soil Survey 3/30/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3