20220494 Ver 1_More Info Received_20220502

Strickland, Bev
From: Tamp Bandy - W&W <[e-mail]>
Sent: Monday, May 2, 2022 11:53 AM
To: Perez, Douglas J
Subject: [External] Fwd: S. New Hope Road Townhomes : Additional information needed to
process PCN
Attachments: aa.pdf; ORM_Upload_Sheet_Consolidated_Rapanos_SNewHope.xlsm;
SNewHopeResourceDelin.pdf; AvoidandMinDrawings.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Doug,
See attached response to Krysta and feel free to call with questions.
Thanks,
Tamp 828-302-3437
Forwarded message
From: Tamp Bandy - W&W <[e-mail]>
Date: Tue, Apr 26, 2022 at 1:06 PM
Subject: Re: S. New Hope Road Townhomes : Additional information needed to process PCN
To: Stygar, KRYSTYNKA B CIV USARMY CESAW (USA)<[e-mail]>
Cc: Meagan Jolly <[e-mail]>, Perry Isner <[e-mail]>, Drew Lucas
<[e-mail]>
Krysta,
Please see the following notes and attached documents for your review.
Additional information is requested to complete this PCN submittal.
1. Please provide your Delineation Map/ Figures and Aquatic Resource Table ( you can submit directly to
me) SEE ATTACHED EXCEL SHEET: THIS PROJECT WAS SUBMITTED WITH INTENT OF DELINEATION
CONCURRENCE AS OPPOSED TO JD REQUEST. PJD IS GOOD AT YOUR DISCRETION
2. Avoidance and minimization, why does Impact # 2 need to occur? It appears that the fill is only for the
building of an additional 2 lots, if the builder were to nix those 2 lots then then impacts to the aquatic
resources could be lessened. Avoidance is not demonstrated. EXTENSIVE EFFORTS AT AVOIDANCE AND
MINIMIZATION HAVE BEEN MADE TOWARD THIS PROJECT. PLEASE FIND ATTACHED THE INITIAL,
LOCALLY APPROVED PLANS WHICH DEMONSTRATE A SIGNIFICANT REDUCTION IN PROPOSED IMPACTS
FOR THE PROJECT, PARTICULARLY TO TRIBUTARIES, AS INITIALLY PROVIDED FOR
SUBMITTAL. ALTHOUGH MINOR REDUCTIONS HAVE BEEN MADE ON THE WETLAND IMPACT (REDUCED
BY 0.012 AC), INITIALLY, 498 LF OF TRIBUTARY PIPING WAS PROPOSED AND ALL WETLANDS WERE
REQUESTED TO BE FILLED. THE IMPACTED WETLANDS ARE NOT FORESTED, HAVE BEEN HEAVILY
MANIPULATED IN THE PAST, ARE INFLUENCED BY THE EXISTING CULVERTED DRIVE AT THE PROPERTY
LINE, AND INCLUDE INVASIVE SPECIES. IMPACTS TO AQUATIC RESOURCES ARE ASSESSED TO BE
MINIMAL BASED ON THE AVOIDANCE AND MINIMIZATION EFFORTS, SITE REDESIGN, TOPOGRAPHIC
1

CONSTRAINTS FOR BUILDING FOOTPRINTS, AND BASED ON THE LOW QUALITY OF THE AQUATIC
RESOURCES TO BE IMPACTED. AFFORDABLE HOUSING IS IN SHORT SUPPLY FOR THIS REGION. THE
IMPACTS ARE ASSESSED TO BE THE MINIMAL AMOUNT NECESSARY TO PROVIDE FOR THE NEEDED UNIT
YIELD BASED ON SITE GRADING REQUIREMENTS AND IN ORDER TO MAINTAIN A MORE AFFORDABLE
PRODUCT FOR THE END USER/BUYER.
3. Why is the Rip -rap going to be a permanent impact? Embedding Rip -rap at level/at-grade would further
reduce stream impacts by 15 LF, is there a particular reason why this would not happen for this
project? THE RIP -RAP CAN BE EMBEDDED AT LEVEL GRADE IN ORDER TO FURTHER REDUCE THE
TRIBUTARY IMPACTS.
4. You have indicated that there is no critical habitat for any ESA, the standard ROW, was there any
pedestrian surveys completed for Schweinitz's (please submit with the PCN, or updates) THE ATTACHED
NHP REPORT DOES NOT INDICATE THAT CRITICAL HABITAT FOR THE SUNFLOWER IS LOCATED ON OR
WITHIN 1 MILE OF THE PROPERTY. ADDITIONALLY, NO KNOWN OCCURRENCES OF THE SUNFLOWER
WERE LISTED WITHIN 1 MILE OF THE PROJECT AREA. AS DEPICTED IN THE PHOTOS ATTACHED TO THE
ORIGINAL PNC, THE POWER LINE ROW IS NOT REGULARLY MAINTAINED AND IS DOMINATED BY DENSE
POPULATIONS OF INVASIVE SPECIES INCLUDING PRIVET, OLIVE SPP. AND KUDZU. THESE CONDITIONS
DO NOT PROVIDE SUITABLE HABITAT FOR SCHWEINITZ'S SUNFLOWER.
5. The Agent Authorization Letter is missing, please submit. THE APPLICANT SIGNED THE PCN FORM (NOT
SIGNED BY W&WAS AGENT; NOT SURE IF IT MAKES A DIFFERENCE, BUT WE INTENDED TO SUBMIT AS
DELINEATION CONCURRENCE ONLY. AGENT AUTHORIZATION ATTACHED.
Thanks and call with questions.
Best regards,
Tamp Bandy 828-302-3437
On Thu, Apr 21, 2022 at 3:33 PM Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <[e-mail]>
wrote:
Tamp,
Good afternoon, I have completed my initial review of the PCN for S. New Hope Road Townhomes, on behalf of
applicant Pee Wee LLC, SAW-2022-00810.
Additional information is requested to complete this PCN submittal.
1. Please provide your Delineation Map/ Figures and Aquatic Resource Table ( you can submit directly to me)
2. Avoidance and minimization, why does Impact # 2 need to occur? It appears that the fill is only for the building
of an additional 2 lots, if the builder were to nix those 2 lots then then impacts to the aquatic resources could
be lessened. Avoidance is not demonstrated.
3. Why is the Rip -rap going to be a permanent impact? Embedding Rip -rap at level/ at -grade would further reduce
stream impacts by 15 LF, is there a particular reason why this would not happen for this project?
4. You have indicated that there is no critical habitat for any ESA, the standard ROW, was there any pedestrian
surveys completed for Schweinitz's (please submit with the PCN, or updates)
5. The Agent Authorization Letter is missing, please submit.
2

Regards,
At this time your application is considered incomplete until these answers are provided. Please reach out if there are
any further questions.
Krysta
Krystynka B. Stygar
Regulatory Specialist
US Army Corps of Engineers
Wilmington District
Charlotte Field Office
Office : [phone]
Mobile : [phone]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
Tamp Bandy
828-302-3437
Wetlands & Waters, Inc.
4108 LB Propst Drive
3

Conover, NC 28613
[e-mail]
111
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the individual
or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified that any
dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately notify us by
return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message. Thank you for
your cooperation and consideration.
Tamp Bandy
828-302-3437
Wetlands & Waters, Inc.
4108 LB Propst Drive
Conover, NC 28613
[e-mail]
0
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the individual
or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified that any
dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately notify us by
return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message. Thank you for
your cooperation and consideration.
4

U.S. Army Corp. of Engineers — Wilmington District - Regulatory Division
AGENT AUTHORIZATION
I. PROJECT/SITE INFORMATION
Site Name: New Hose Road Tow homes
Property Identification Number(s):
Catawba 3574236935, 357424711.0, 3574148071, 3574135971
II. REQUESTOR AUTHORIZATION
I, the undersigned, Joseph Stewart _,hereby authorize Wetlands&Waters, Inc.
my behalf in all manners relating t. all dealings with the U.S. Army Corps of Engineers regarding the project and
properties listed above, including t.:king all necessary actions for the application, processing, issuance, and/or
acceptance of a Clean Water Act _nd/or Rivers and Rivers Act delineations, determinations, and/or permits.Any
and all acts carried out by Wetlands&Waters, Inc. on my behalf as it relates to this project and properties
shall have the same effect as acts .f my own.
g :t re Date
Principal Purpose:The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area
subject to federal jurisdiction under the regulatory a uth.rities referenced above.
Routine Uses:This information may be shared with th Department of Justice and other federal,state,and local government agencies,and the public,and may be made
available as part of a public notice as required by feder_I law.Your name and property location where federal jurisdiction is to be determined wit be included in the approved
jurisdictional determination(AJD),which will be made-vailable to the public on the District's website and on the Headquarters USAGE website.
Disclosure:Submission of requested information is volu lary;however,if information is not provided,the requestfor a jurisdictional determination cannot be evaluated nor
can a jurisdictional determination be issued.
January 2020

SHEET LIST
SHEET # I SHEET TITLE
CO1
COVER
CO2
SURVEY -SHEET 1
CO3
SURVEY - SHEET 2
C04
SITE PLAN - OVERALL
C05
SITE PLAN - AREA 1
C06
SITE PLAN - AREA 2
C07
EROSION CONTROL PH 1
C08
EROSION CONTROL PH2
C09
EROSION CONTROL DETAILS 1
C10
EROSION CONTROL DETAILS 2
C1 1
GRADING AND DRAINAGE PLAN - OVERALL
C12
GRADING AND DRAINAGE PLAN - AREA 1
C13
GRADING AND DRAINAGE PLAN - AREA 2
C14
GRADING DETAILS
C15
STORM DRAINAGE PROFILES 1
C16
STORM DRAINAGE PROFILES 2
C17
STORM DRAINAGE PROFILES 3
C18
STORM DRAINAGE TABLES
C19
ROAD A PROFILE
C20
ROAD B PROFILE
C21
ROAD B PROFILE
C22
ROAD C PROFILE
C23
ROAD D PROFILE
C24
UTILITY PLAN - OVERALL
C25
UTILITY PLAN - AREA 1
C26
UTILITY PLAN - AREA 2
C27
SEWER PROFILE - ROAD A
C28
SEWER PROFILE - ROAD B
C29
SEWER PROFILE - ROAD B
C30
SEWER PROFILE - ROAD C
C31
SEWER PROFILE - ROAD D
C32
WATER PROFILE - ROAD A
C33
WATER PROFILE - ROAD B
C34
WATER PROFILE - ROAD B
C35
WATER PROFILE - ROAD C
C36
WATER PROFILE - ROAD D
C37
LANDSCAPE PLAN
C38
LANDSCAPE NOTES
C39
GASTONIA DETAILS 1
C40
GASTONIA DETAILS 2
C41
GASTONIA DETAILS 3
C42
BMP POND 1 DETAILS
C43
BMP POND 2 DETAILS
C44
SIGHT DISTANCE - BARBER RD
C45
SIGHT DISTANCE - LOWELL BETHESDA RD
C46
PRE-DEV DRAINAGE AREA MAP
C47
POST-DEV DRAINAGE AREA MAP
C48
CATCH BASIN DRAINAGE AREA MAP
SITE CONSTRUCTION SHALL CONFORM TO THE CITY OF GASTONIA AND
GASTON COUNTY EROSION CONTROL AND ADA STANDARDS
CIVIL SITE PLAN PACKAGE
PROPOSED
SOUTH NEW HOPE ROAD
MULTI -FAMILY TOWNHOMES
CITY OF GASTONIA
GASTON COUNTY.. NORTH CAROLINA
THIS PRELIMINARY PLAT WAS APPROVED BY THE G.P.C. ON . THIS APPROVAL SHALL NOT CONSTITUTE AUTHORITY FOR RECORDING THIS PLAT. APPROVAL IS SUBJECT
TO THE FOLLOWING MODIFICATIONS:
GENERAL STORM DRAINAGE SYSTEM NOTES:
1. MAXIMUM INTERNAL VELOCITY IN RCP SYSTEMS SHALL BE 20 FT./SEC.
2. THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE AUTHORITY TO REQUIRE ADDITIONAL RIP -RAP ALONG DRAINAGE AREAS WHERE WARRANTED BY POSSIBLE EROSION OR WHERE
DRAINAGE AREAS CROSS OTHER UTILITIES.
3. THE FIELD INSPECTOR, WITH APPROVAL FROM THE CITY ENGINEER, SHALL HAVE THE AUTHORITY TO REQUIRE EXTENSIONS FROM THE PROPOSED STORM DRAINAGE SYSTEMS WHERE FIELD CONDITIONS SO WARRANT.
4. STORM DRAINAGE SYSTEMS SHALL BE DESIGNED TO TERMINATE SO AS NOT TO REQUIRE TAIL DITCHES WITHIN THE 100 YEAR FLOOD PLAIN AREA. IF EXTENUATING CIRCUMSTANCES EXIST, ANY TAIL DITCHING WITHIN
THE 100 YEAR FLOOD PLAIN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
5. OPEN DRAINAGE SYSTEMS RECEIVING GREATER THAN ONE (1) ACRE OF DRAINAGE AREA SHALL NOT BE ALLOWED TO DISCHARGE OVER THE STREET CURB WITHOUT A STORM DRAINAGE SYSTEM DESIGNED IN
ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. OPEN DRAINAGE SYSTEMS OF GREATER THAN ONE (1) ACRE OF DRAINAGE AREA SHALL BE PIPED WITH STORM DRAINAGE SYSTEMS, IN
ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS, BEHIND THE RIGHT-OF-WAY, OR AS POLICY MAY DICTATE AT THE REAR PROPERTY LINE.
6. THE DEVELOPER'S ENGINEER SHALL BE REQUIRED TO ASSURE IN AREAS BEING DEVELOPED, THAT ADEQUATE DRAINAGE FACILITIES WILL BE INSTALLED, AS PER CITY STANDARDS AND SPECIFICATIONS, AT ALL STREET
INTERSECTIONS SO AS TO PREVENT PONDING OF WATER IN THE STREET INTERSECTION CURBS.
7. CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY CONSTRUCTION INSPECTION OF THE SITE. CONTACT THE CONSTRUCTION ENGINEER / RIGHT-OF-WAY ADMINISTRATOR AT [phone] AT LEAST ONE
(1) WORKING DAY PRIOR TO BEGINNING CONSTRUCTION.ALL CONSTRUCTION TO CONFORM TO A SITE PLAN APPROVED BY THE CITY ENGINEER AND PLANNING DIRECTOR.
SEWER:
8. CONTRACTOR TO PROVIDE VIDEO OF COMPLETED SANITARY SEWER AS REQUIRED BY THE COG.
9. CONTRACTOR IS TO PROVIDE COMPACTION TESTING FOR THE INSTALLATION OF ALL SANITARY SEWER LINES IN FILL AREAS.
WATER:
10. CONTRACTOR TO COORDINATE WATER & SEWER TAPS TO MINIMIZE CONFLICTS WITH DRIVEWAYS. (WATERMETERS ARE NOT TO BE LOCATED IN DRIVEWAYS). A FEE WILL BE CHARGED TO MOVE WATER METERS OUT
OF DRIVEWAYS.
DEVELOPER:
MTSCLT,. LLC
2857 WESTPORT RD
CHARLOTTE, NC 28208
PH: [phone]
OWNER:
MTSCLT, LLC
2857 WESTPORT RD
CHARLOTTE, NC 28208
PH: [phone]
SIT
VICINITY MAP
SCALE: N.T.S.
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
rr
1181 Know what's below.
call before you dig.
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REVISIONS:
COVER SHEET AND SURVEY.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
CO 1
SHEET
48
OF
COVER SHEET AND SURVEY.DWG -PLOT: Daniel - THU. 8-19-2021 11:58 AM

NOTES
1. TREE SAVE REQUIREMENT BASED ON REDUCED SITE AREA PER ORDINANCE SECTION 20-43(a). TOTAL
SITE AREA IS 935,646 SF. ELECTRIC TRANSMISSION LINE RIGHT-OF-WAY ON SITE TOTALS TO 67,701 SF.
REDUCED SITE AREA FOR THE TREE SAVE CALCULATION IS 867,945 SF.
2. AT LEAST SEVENTY-FIVE (75) PERCENT OF THE OPEN SPACE SHALL BE IMPROVED OPEN SPACE PER
SECTION 8.1.11A6. THE STANDARDS AND TYPE OF OPEN SPACE SHALL BE IN ACCORDANCE WITH
SECTION 8.1.11A6 OF THIS ORDINANCE. (IMPROVED SHALL MEAN CLEARED OF UNDERBRUSH AND
DEBRIS AND SHALL CONTAIN FOUR (4) OR MORE OF THE FOLLOWING IMPROVEMENTS:
LANDSCAPING, WALLS/FENCES, WALKS, STATUES, FOUNTAINS, DEMARKED BALL FIELDS, AND/OR
PLAYGROUND EQUIPMENT. WALLS AND FENCES SHALL BE MADE OF BRICK, STONE, WROUGHT IRON,
OR WOOD AND SHALL NOT EXCEED THREE AND ONE-HALF (3.5) FEET IN HEIGHT WITH THE FOLLOWING
EXCEPTIONS: FENCES USED IN CONJUNCTION WITH BALL FIELDS, TENNIS COURTS, SWIMMING POOLS,
AND/OR PLAY GROUNDS.)
3. CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY CONSTRUCTION INSPECTION OF THE
SITE. CONTACT THE OFFICE OF THE CONSTRUCTION ENGINEER/RIGHT-OF-WAY ADMINISTRATOR AT
[phone] AT LEAST ONE (1) WORKING DAY PRIOR TO BEGINNING CONSTRUCTION FOR
INSPECTION.
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PID 148816
CURB AND GUTTER TREE SAVE AREA /
MAX. BUILDING HEIGHT - BUILDING SETBACK SIDEWALK ,c�\
IRRIGATION CONDUIT TO\
PROPOSED NUMBER OF BUILDINGS 20 BUILDINGS - - - - - - - EXISTING SURVEY BUFFER AREA
\
PARKING SPACES REQUIRED (2 PER UNIT) = 290 SPACES STOP STOP SIGN W/ XX PARKING ROW O COMPACT HANDICAPPED / \ \d INV:711.57
WHITE STOP BAR COUNT CAR SPACE PARKING SYMBOL /
1 PER GARAGE + 1 PER 20FT DRIVE + 67 VISITOR = 357 R1-1 -121.8 LFF1 P \
PROPOSED PARKING SPACES SPACES TOTAL (10 ADA SPACES) / 8 \
145 UNITS X 800 SQ-FT/UNIT = 116,000 SQ-FT OPEN SPACE / \
REQUIRED OPEN SPACE 87,000 SF (75% IMPROVED) AND 29,000 SF (25% NATURAL)
\ DI /
IM:715.02
PROPOSED OPEN SPACE 87,263 SF (IMPROVED) AND 44,753 SF (NATURAL) ` / \ N/F OUT:712.81
/ \ / FLOYD P & EILA P
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131,158 SF - 3.01 1 AC `
PROPOSED TREE SAVE 15.1%- ( ) WESTLEY N OWNBEY
DB 4729 PG 461
BUFFER REQUIREMENTS 25' RESIDENTIAL BUFFER PID 148820 \
ALL ARCHITECTURAL DESIGN STANDARDS SHALL APPLY /
SITE LIGHTING BY OTHERS & SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS OPEN N/F \STORM BOX
/ \ HARRIETT QUINN HEIRS �-IROAT:721.84
DB 522 PG 474 IN 76
N \
/ \ PID 148822 OUT:7 70 y
/ \ \ INV:719.41
±3.6 LF 18" / MCP \ \ c�8.12% BLDG 12 V
OPENTH, 8 UNITS �xcP
/ \ N/F \ 1-22.7 LF 15" MCP STORM Bi
FORTIN PROPERTIES LLC @2s6% THROAT (J
DB 4393 PG 469 \ // OUT:7 `tO 1ry0
PID 148823
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/ DB \ 884 PG 4083 / CLUB PID
148824
HOUSE
/ � N
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/ \E�GLENN� N/F \ PID 148826 \ Q 8 UNITS 4. gxpp
DB JD 4PG 651 \ HARRIE1I
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DB 254 PG 634 THRRt�,Q,T:7029.97 \ \ •� PRN P5�
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DB 704 RRG \ / ST M
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OPEN THROAT ,Z- BLDG 7 / BLDG 6
STORM BOX O 7 UNITS 7 UNITS /
THROAT:732.15 /
IN:729.66 / •• $ /
/ OUT:729.73 <r
BACKFLOW IN BOX
O\ INV:729.34 O •• s /
±4.2 LF \ ' MCP
@9.75% 2
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N/F 7 .1
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DB 2640 PG 82
PID 221551 :< T O ,
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STORM 6 UNITS Q�/ N/F d THROA + BLDG 4 SRC HUNT CLUB /
\ / N(1 9 8 UNITS / VILLAGE INC
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REVISIONS:
SITE PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C04
SHEET
48
OF
SITE PLAN.DWG - PLOT: Daniel - THU. 8-19-2021 11:59 AM

Oyp\ \
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REVISIONS:
SITE PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C05
SHEET
48
OF
SITE PLAN.DWG - PLOT: Daniel - THU. 8-19-2021 11:59 AM

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LEGEND
PROJECT BOUNDARY
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PROPOSED BUILDING
CURB AND GUTTER
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SIDEWALK
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SITE PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: I
C06
SHEET
48
OF
SITE PLAN.DWG - PLOT: Daniel - THU. 8-19-2021 11:59 AM

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/7 DVWIONELk r ) HAND -OPERATED TAMPERS.S(PNIk A GENERAL NOTES:
/ 913/98
> -*QUN�Gj'tb6b I \ p D 1 / J� \ I\ ) ( y) I I 1 ( B. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO
/ ) ( D a529 PG)87 \\ \ \ v" �A 1� / \ - \ -� - - - \ / 1 \ \ \\ (l I I REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
i��895 \ `\ \ \ O O = J r 1 / / r 1 7 / / / J) )1 ) I 1. RETAINING WALLS WILL REQUIRE A SEPARATE PERMIT AND INSPECTION.
t (PER
D R/ \ \ \ 1 \ \ - / /\ f \ / ( / o �) C. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF
PER NfB:B� PG' / I I /
/ C \ \) 1 1 ( ) (/ J((p 1 C I ( 2. ALL STORM WATER CATCH BASINS, INLETS, MANHOLES, ETC. SHALL BE PERMANENTLY MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698: UNDER STRUCTURES, BUILDING
LABELED AS "NO DUMPING, DRAINS TO RIVER" AND INCLUDE A FISH SYMBOL.
l \ .BLF 15" SCP / O� o ` t \ \ \ \ ` - \ SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RECOMPACT TOP 12 INCHES (300 MM) OF
BLDG 3 \ , . 1 - - _ �f - t `/ ) 1 EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 100
_ \ \(Jt / (e
8 UNITS p - - - _ r \ ( 1.1 SOIL FILL GEOTECH REPORT SHALL TAKE PRECEDENCE OVER THIS SPECIFICATION IF
/ \ \ INV:�53.11 O . �'/� "9p ^ \ \ - � - � ^ � •� � \ \ t I \ I\ i ) J ( I� ( PERCENT.
EXISTS.)
-'\
4s \ !� / - 750. ` `� / %" \ ( l l \ ())\)\ i \ `\lam ti A. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 1 • UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW
° \ \ A \ SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 95
\\ S /\ \ J \ S(
//F \ `\\ �� l \/ 1 / \� O \/-----� -\ \r \ \ \� \ \ \ l \ O \ \
\ ` \ ^ \ \ \ \ \` 1 \ \� \ HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. PERCENT.
/ PEN LLP
/ �l�
DB 2 PG 1530 / \\ \\ UI/ \ Nq'Na \ 741.0 / \ -� ;\ s \ \ 1 Z I \) )�\ \ \ \ \ I B. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS AS FOLLOWS: 2. UNDER TURF OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM)
221553 r/ - �67`i.3�\ \ / '//m ) \ \t�22A. \ l J / / \ \ \ - 1/ / \ �o\ 1) 1 \ \' 11\ 1 ' \ \ \ BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT
±20.5 LF 15"MCP o \ \ \ \ I 741.0 1 L n 1 \ \\ (\ I I \ 1. UNDER GRASS AND PLANTED AREAS, USE SATISFACTORY SOIL MATERIAL.
s4% \ I I \ \ I / \ 7i i \ \ \ \ Z 1 \ \ \) ( 85 PERCENT.
Nv7�zd \ l\ 7 \ �\ \S / p I I I I ,/�j \ \ 1� I /\r \ 111 I� / I /� 11 I 1 `I `\Y\ll / (I 2. UNDER WALKS AND PAVEMENTS, USE SATISFACTORY SOIL MATERIAL.
\ ( ( \ (oNAIN((N 3. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL
U / / /\ \, \ l 1 \ \� ( \ \ �s O I I / l / / Kf r ) \ \ \ ^\\ \\ \ \ \\ \\\ \\ \ 3. UNDER STEPS AND RAMPS, USE ENGINEERED FILL. MATERIAL AT 95 PERCENT.
00 (/!/ \(1 \ \ tc/\ I (•l� \ I R N / I I / \ • �/ ) /
� \ \ NK \ \ / I ! 1 \ \ I I I I '\ / / - I \ (( I )) 1 4. UNDER BUILDING SLABS, USE ENGINEERED FILL.
I °/ / I �J�R�Y & ISI1i1 k� \ I ( I \ \ \ \ \ I I / \ \ \ ( ( ) / III 1 I I J
\ \ 1 \ l / / l // \��-\ \ l I 1.4 GRADING
SPc,� \ \ \ 5. UNDER FOOTINGS AND FOUNDATIONS, USE ENGINEERED FILL.
) \ \ \ A. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR
�IDO161aa\97 \� (\ \\� \\\ \ \ \\ \ R / / \ r C I ( / /) / / /// I I )/ J (( C. PLACE SOIL FILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE.
/ / I I�) \ I ) / / SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO
O / / / / l /) I / // 11 / I f CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.
So\ I r \ `� `) \ \ \ \ \ \ \ '\ - / / // / / ) ( 1.2 SOIL MOISTURE CONTROL
\\� / / l I / / 1. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW
\I E Q '\" / / / / . / I I I / ) ) j (I I (/ / �f i '- ' REVISE PERCENTAGES IN THIS ARTICLE ACCORDING TO GEOTECHNICAL ENGINEER'S WRITTEN GRADES.
\ J \ D _ J III)
) / RECOMMENDATIONS.
DB 43 PGTI�- / / -� I � � / / I I / ( \ 1 � / J / l / /- // ( ( � - r.. 2. CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED
\) -/ J Cl'�G F /I� �/, I I I/ \ \ \ / / / // ) / / f ( )5 ( "\I I (\ )�� A. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SURFACE TOLERANCES.
4- ll / x l r I / l / 1 ( 51 / -
\ j,- \ �4NLlE,O E ) I / I / I I ( / / / / / / / ( ( / J L �� fr /� SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE
\S 1 \ ` - \ \ C - 10'A ESS ) 7 I / l ) C / B. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND
l l I \ �/ / / // J C \ / // CONTENT.
\ \ \ \ P 1 / �B 4 E2147 / �/ \ ( I / ( / / / / \ TO PREVENT PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE
\ \ \ \ \ Z9 \ \ \�` QH/>, J L ^� \ /\ \ \ \ \ - - /� \' / \f�\ > \ \ \ I r/ / / / /� // / / / 1 1 t ti\ j // j 1. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FOLLOWING TOLERANCES:
/\ \� \\(\ 1 �\ \ = l �- / / / // FROZEN, OR CONTAIN FROST OR ICE.
J ( ( ( , \ 1 \ 1. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH (25 MM).
\OH�\y/\ ( / / ` / / \ l X� \ K J I J ( `^ �L >- - 2. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL
\ - / / -- \ '<�F� / /) I I \ - J 2. WALKS: PLUS OR MINUS 1 INCH (25 MM).
NEW I .�f MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET
\ NOPERO� ���� �_ % i / \ \ \ \ �� - J r I ) L -� \ ^ \ \ -(\ Jam/ / r - s TO COMPACT TO SPECIFIED DRY UNIT WEIGHT.
py I / / T ` 80,POg gD7S\R. /N \'� �\ - - / / / / 1 _ _ _ / 3. PAVEMENTS: PLUS OR MINUS 1 /2 INCH (13 MM).
(ICR/ C2/9 \ SNP- _ \ ( / �^ �\ -- ---- ��� -�/
/ �\ \ \/� / /I \ L \ \ - _ 1.3 COMPACTION OF SOIL BACKFILLS AND FILLS C. GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF 1 /2 INCH (13
MM) WHEN TESTED WITH A 10-FOOT (3-M) STRAIGHTEDGE.
-ww�-rz �G ^^ \ \ / ` (// / 1 \ \ - _ - - \ - _ - - " - J A. PACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES (200
o A /O�e/ \� r v \ \ �_ _ - 1 / \ \ \ ` _ _ _ / t L 1.1 FIELD QUALITY CONTROL
-28.5 LF 15" RCP /� �_ ) / \ .� \ / -� MM) IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND
a / L - \�j/ \ - �o. Nv:�3sa�\ \� ^ ��'� /n \ - - _ NOT MORE THAN 4 INCHES 100 MM IN LOOSE DEPTH FOR MATERIAL COMPACTED BY
= i \ { /, \ ��\ ) I r \ ^ \ �r - - - - - - ` / ( ) A. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED GEOTECHNICAL ENGINEERING
r
TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.
B. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL
LAYER. PROCEED WITH SUBSEQUENT EARTH MOVING ONLY AFTER TEST RESULTS FOR
PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS.
C. FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL
STRATUM WILL BE PERFORMED TO VERIFY DESIGN BEARING CAPACITIES. SUBSEQUENT
VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES MAY BE BASED ON A
VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED BY
ARCHITECT.
D. TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO
ASTM D 1556, ASTM D 2167, ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL
BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES:
E. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AND AT EACH COMPACTED FILL
AND BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 2000 SQ. FT. (186 SQ. M) OR LESS
OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN THREE TESTS.
4. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST ONE
TEST FOR EVERY 100 FEET (30 M) OR LESS OF WALL LENGTH, BUT NO FEWER THAN TWO
TESTS.
5. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST
ONE TEST FOR EVERY 150 FEET (46 M) OR LESS OF TRENCH LENGTH, BUT NO FEWER THAN
TWO TESTS.
6. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT
ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR
REMOVE AND REPLACE SOIL MATERIALS TO DEPTH REQUIRED: RECOMPACT AND RETEST
UNTIL SPECIFIED COMPACTION IS OBTAINED.
7. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT CITY OF
Gastonia STANDARD SPECIFICATIONS AND DETAILS.
8. CONTRACTOR SHALL PROVIDE VERIFICATION TO THE DESIGN ENGINEER THAT ALL
SEDIMENT BASIN AND/OR POST CONSTRUCTION STORMWATER MITIGATION FACILITY
CONFIGURATION, INCLUDING OUTLET STRUCTURE ELEVATIONS, DAM ELEVATIONS,
SPILLWAY ELEVATIONS AND BASIN VOLUMES ARE IN ACCORDANCE WITH APPROVED
DESIGN. IF BASIN CONFIGURATION DOES NOT MEET THE INTENT OF THE APPROVED
DESIGN, THEN THE BASIN FACILITY SHALL BE CORRECTED TO MEET COMPLIANCE OR A
NEW REVISED ANALYSIS MUST BE SUBMITTED TO CRH DEVELOPMENT SERVICES
INFRASTRUCTURE FOR REVIEW AND APPROVAL.
9. STORMWATER MITIGATION MEASURES WILL BE CERTIFIED BY THE DESIGN ENGINEER.
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REVISIONS:
GRADING AND DRAINAGE PLAN.DW
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C 1 1
SHEET
48
OF
GRADING AND DRAINAGE PLAN. DWG -PLOT: Daniel - THU. 8-19-2021 12:00 PM

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REVISIONS:
GRADING AND DRAINAGE PLAN.DW
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C 12
SHEET
48
OF
GRADING AND DRAINAGE PLAN.DWG -PLOT: Daniel - THU. 8-19-2021 12:01 PM

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REVISIONS:
GRADING AND DRAINAGE PLAN.DW
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C 13
SHEET
48
OF
GRADING AND DRAINAGE PLAN. DWG -PLOT: Daniel - THU. 8-19-2021 12:01 PM

WATER SUMMARY
8" PVC
2964 LF
8" DIP
300 LF
6" PVC
25 LF
8" VALVES
10
8" BLOWOFF
1
8"X8" TEE
5
8"X6" TEE
5
8" 22.50 BENDS
22
8" 450 BENDS
2
FIRE HYDRANTS
5
SERVICES
146
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DB 3179 PG 649
PID 148816 /
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/ 6
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M:715.02
N/F ouT:7 2.81
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DB 4681 PG 1164
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DB 4729 PG 461
PID 148820
` MAINTENANCE
BUILDING
N/F OPEN THROA`
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/ HARRIETT QUINN HEIRS R7�TO�AT:721.84 �SS/
/ \ DB 522 PG IN
4 PID 14 82206T:71;.4,--
/ \ \ INV:719.41 / 93
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OPEN THF, 8 UNITS
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DB 626414884083
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T :729.6 732.15 / / /
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SEWER SUMMARY
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399 LF
4' DIA. MANHOLES
16
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0
LATERALS
146
N/F
WILLIAM L. SUGGS
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DB 2016 PG 154
PID 300663
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2.95
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REVISIONS:
UTILITY PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C 24
SHEET
48
OF
UTILITY PLAN.DWG -PLOT: Daniel - THU. 8-19-2021 12:06 PM

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REVISIONS:
UTILITY PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C25
SHEET
48
OF
UTILITY PLAN.DWG -PLOT: Daniel - THU. 8-19-2021 12:06 PM

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UTILITY PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021
DRAWN BY: DLJ
C26
SHEET
48
OF
UTILITY PLAN.DWG - PLOT: Daniel - THU. 8-19-2021 12:06 PM

SEC 1 1.4 -STREET TREES
\
\
GENEVA R. HARRIS
HEIRS
++++ + +
+++
EX BARBER ROAD
DB 3179 PG 649
PID 148816
+++
ROAD LENGTH 242 LNFT
REDUCED BY SIGHT TRIANGLES /INTERSECTIONS
31
LNFT
XX
ADJUSTED LENGTH
211
LNFTyy/`
TREES REQUIRED 1 TREE PER 40 LF
5
TREES
TREES PROVIDED (ONE SIDE OF ROAD)
6
TREES
/ �dr� \
/
\
/\ �\
INV:711.57
°24 �
EX LOWELL BETHESDA ROAD
ROAD LENGTH 349 LNFT
REDUCED BY SIGHT TRIANGLES / INTERSECTIONS
32
LNFT
+21.8 LF
ADJUSTED LENGTH
317
LNFT
15"
/ @5.6s
TREES REQUIRED 1 TREE PER 40 LF
8
TREES
f
/\
�V 0
TREES PROVIDED (ONE SIDE OF ROAD)
8
TREES
\
/
25 0
+
/
/ / RIM:715.021
\ FLOYD PN/F OUT:712.81
/ & SHEILq P
/
ROAD A
ROAD LENGTH 316 LNFT
REDUCED BY SIGHT TRIANGLES / INTERSECTIONS
115
LNFT
/
HART II
ADJUSTED LENGTH
201
LNFT
N/F
\ DB4681PiD 48811164
TREES REQUIRED 1 TREE PER 40 LF
10
TREES
/
WESTLEY N OWNBEY
OZQ
\ /
BMP
TREES PROVIDED (EACH SIDE OF ROAD)
10
TREES
DB 4729 PG 461
PID 148820
\ /
POND 1
/ \O
/ \--OH
026 WO
ROAD B
ROAD LENGTH
REDUCED BY SIGHT TRIANGLES / INTERSECTIONS
1,657
62
LNFT
LNFT
ADJUSTED LENGTH
1,595
LNFT
\
TREES REQUIRED 1 TREE PER 40 LF
80
TREES
/ N/F
\ HARRIETT QUINN
\ OPEN THROAT
sroRM
TREES PROVIDED
EACH SIDE OF ROAD
( )
80
TREES
/
HEIRS B OX
\ D8522PG474 ROAT:721_84
PID IN:7
/% '
/ Gf
MAINTENANCE
BUILDING
/
148822 76
\ OUT.71
/
ROAD C
/
.70\
\ INV:719.41\y0
/�
ROAD LENGTH
REDUCED BY SIGHT TRIANGLES
/ INTERSECTIONS
728
31
LNFT
LNFT
\ \
±3.6 LF 18" MCP
@8.12%
\
\
s
ADJUSTED LENGTH
697
LNFT
\
N/F
BLDG 12
TREES REQUIRED
1 TREE PER 40 LF
35
TREES
\
±22-7 LF 15" MCP
FORTIN PROPERTIES LLC \ /
OPEN THRO
8 UNITS
1
TREES PROVIDED
(EACH SIDE OF ROAD)
35
TREES
\
\
DB @2.s6%
1 469 \
PID ID 1488
STORM B
THROAT
"• b
\
\
ROAD D
ROAD LENGTH
572
LNFT
REDUCED BY SIGHT TRIANGLES
/ INTERSECTIONS
34
LNFT
ADJUSTED LENGTH
538
LNFT
\ \
TREES REQUIRED
1 TREE PER 40 LF
27
TREES
\ \ ///
TREE SAVE:
/
TREES PROVIDED
(EACH SIDE OF ROAD)
27
TREES
\ ///
86,893SF
/
OVED
/
BLDG 13
OPENSPACE:
8 UNITS
06
\ /
BOBBY GLE
\
O
B 1 P
DB 6264 PG 4083 N /
/ \ \ PID 148824
/O7 IMPROVED
OPEN SPACE:
13,112 SF
\ F \ EDWARD L�
/ \EDWAR L\EE GLENN \
GLENN \ DB 3294 PG 651 /
/ \ D�294 PG 651 \ H N/F \ PID 148826 \/ Q
BANK BP 6.39
+++ ` GRID COORDINATES
++
�+ `��+ ++ BOTTOM OF
\ \++ + \ BANK
\ r
\ \\ TREE-ISAV/E:+
s\ +fl 44 F-+ + � \4P8P
±2Q4A F 24" HDP ~ + \
@ 1.88% \ JJ IN + + + + . I
`Po. `\ \ + +eq+ +
�l O� d \ + +
\ + +
A \
INV:680.y.5 + + +
o �z O
SSMH + +
I(N:683.57 +
O ` \\ OL1T:683.41 BMP + +
y \ \ POND 2 \
/ +
NATURAL py \ f + pFCRFSO + +X\ \
WOODED \ \ \ \ \ `
OPEN SPACE:
+ FAT/�+BUFF++ + \ \ \
24,867 SF \ \ +FRS + + +
++++
�5 4 �I Oyq \ \ BLDG 15 3'�. + + + ++ ++ J
6 UNITS ' / \+ +++
TREE SAVE: + + + + + +
\
Oy \ `! 502 SF ++++
+++ / \
p \ s9 \ + +++
y\ \\ 9\ \ + +
BLDG 16
8 UNITS ++ +++ N/F /
y� \ TREE SAVE: / / NIEL L & LOUISA /
�o�1,387SF ++ ++ } �� SU MAE
\�o� \ \\ �\ + + + ++ + GGS /
+ DB 5014 PG 434
k 26 al `\o O� \ `\ \ �, + + J PID 300799
+ J /
PID N830 ARRIETT BLDG 9 / GLENN HEIRS
DB 1202 PG 731 \ 8 UNITS
/ \ t \ PID 148827 OZQ// , �• — —
/ HEIRS OF L�q \
/ \ M \ -LEAN OPEN THROAT
\ Ode/ BLDG 11 DB 254 PG 634 ORM BOX � •
/ PID 1 / 6 UNITS
48828 *72 `T:729.97 \ ,
\ IN:727.34 / / I INV.7268673 \
Owe % I I BLDG 10
/ N/IX ±6LF@17MCp83% / Tx 1 bUNITS 26 +® ++ ++ +
+�
/ HEIRS )F LIRA O� + F 1s°MCP BERG 1 + + + + ++ + + +
M�-LCAN os PG + + + + +++ +
+ + +
/ D67041ZG283 \ // OPENROVAED PI 148 5 IMPROVED BLDG8 I 1 + + ++�+ ++++++ +
PID 14 29 O�Q T M H 9,370 S OPEN SPACE: 8 UNITS + + + + + + . + g�FFER + + + +
\ \ / T o / 3,875 SF + + E$1DENTIA
r7 , ++
+ + + + +
OPEN THROAT / + + +
+ +
STORM BOX / + + + + + +
THROAT:732.15 + Q ' + + +
IN:729.66 O� BLDG 7 / + + + /
OUT:729.73 / 7 UNITS , + +++
BAC W IN Box /
KFLO X / BLDG b ++ + /
p1Q t 7 UNITS + +++
/ ! + + + /
IN
V:729.34
+ +
±4.2 LF 24"MCP
@ 9.75% Ze + +
N/F +
F +
\ PEN LLP �' .1 + ++ ++
DB 2640 PG 82
PID 221551 O ` / + ++ +�
/ N v.; 2S + + m
Q/ / OPEN THRO / + + �Q /
_ +
STORM B BLDG 5 + 40
\ / THROA ,5 b UNITS + �+ /
/ \ / IN(24" . 0 + �tti
N(1 9.9 9 t ++ CJ+ /
BLDG 4 ++ `Q+
\ / 8 UNITS + N N/F /
o
x + SRC HUNT CLUB
ID ++ + + 5 + VILLAGE INC
MPROVE+ / DB5115P OPEN SPACE: + G 654
21,227SF / ' +++++ PID148903 /
LLE / BLDG 2 ++ + /
/ +
/ 8 UNITS + +
+
OD / + /
zsxzs ., d / +
87 +
/ C)F + +
/ • p� G A + ++
Q/ \ DB 98 5 4 ' + ++ + N/F
O ID 1 9 + + SRC HUNT CLUB
+ +
+ + VILL
• AGE INC
+ + + / DB 5115 PG 654
\ ' f + ++ / PID 148905
/S OAR TH AT \ s x, l +++++ /
/ O3 BLDG 3
BLDG 1 \ + +
THR 263 / ' +/
REE SAP:752.24.24 8 UNITS \ 8 UNITS + + + +
+2�914 tF+ + + + + /
+ /�. + NCROACHMENT + +
c �+ + +
+ + + + N • t ++++
+ +
N, N/F / UFFFR + /
YL GINAH +++++ R R WE +
I + ++ ++ 1 IMPROVED +
DB 5016 PG 2 + ++ + OPEN SPACE: +
+ + 8,880 SF + + �� / �OF / PID 148897 / + + +
ALICE OLKE+ +
~ /
�CkF + +++
/ W )I�\
o DB 3 PG 2147 \+ +
y0 PID 14
/"''per \ \ /�� , ALI
++ + + + + / N/F
026 POP +
O +++ NICKEY J & CRYSTAL G
\\ S- ` \
IMPROVED + + + +/ THOMAS
\ OPEN SPACE: + + ++ DB 4349 PG 1152
+ / PID 148798
25'
o + + 7Fc
• \ \ 7 UNITS �\FNTj,9
�� \\ O \ \ \ + ++ B��FFp r
y
\ +
+ + ` p + +
+ + + + +
++ + TREE SAVE: \\ \ GS LI VI + + ++ ++ DSO
+ + 0,165SF p
y-p +
39 7 PC),P r1 1 + +
++++++
1 +
+ + yA \ + + /
+ + + BLDG 19
+ p+ + l 2�+ 0/ / bUNITS
+ + + FC
}
:730.11 O / �F + � ` IN 50 / h
720.
+
+ LLIAM
N/F � � + /
HAMRICK JAMES F BLDG 20 �
EDWARD BOTTOM OF-- + 6 UNITS / \
DB 2519 PG 495 BANK + I V;
v+ / J PID 149070 ` ( 15" RCP `
N/F + + a
+ + TREE SAVE:
EUGENE LARRY
\ / HA + �
/ \ MBRICK + 9,855 SF
\ DS 4155 PG 152
/ PID 149050 r+ + + NATURAL
mQ
N/F /+� + WOODED
LILLIAN F HAMBRICK OPEN SPACE:
/ 885 SIF
/ DB 1044 PG 897 +
/ PID 149046 v ' +
+ f / / MASON BOX
+ + / (ELECTRICAL)
N/F/ DELIDA H B * a � + / �/ / zz
680
DB 2971 PG 680 + / X INV:727.94
/ PID 149049 / Lu
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@ 5.89%
SSMH
\ / Rdd,732.14
/ IN:72
\ OUT:722.64 /
PD 8" PVC
/ / h
/ v�
100,
TYPICAL 25' TYPE C RESIDENTIAL BUFFER PLANTING PLAN
AREA WITHIN TYPE C BUFFER THAT DO NOT HAVE EXISTING TREES OR HAVE BEEN DENUDED
DURING CONSTRUCTION SHALL BE REPLANTED PER CITY OF GASTONIA ORDINANCE
REQUIREMENTS AS FOLLOWS:
(4) CANOPY TREES PER 100 FT
(3) UNDERSTORY TREES PER 100 FT
(35) SHRUBS PER 100 FT WITH 50%TO BE EVERGREEN
NOTE: TYPE C BUFFER AREAS IN UTILITY EASEMENTS MUST FOLLOW PLANTING REQUIREMENTS OF
UTILITY COMPANY
PY TREE (TYP)
'STORY TREE (TYP)
GREEN SHRUB (TYP)
UOUS SHRUB (TYP)
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REVISIONS:
LANDSCAPE PLAN.DWG
PROJECT NUMBER:
220076
DATE: 08/19/2021 DRAWN BY: DLJ
C37
SHEET OF
48
LANDSCAPE PLAN.DWG -PLOT: Daniel - THU. 8-19-2021 12:08 PM

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IMPACT # 1 PROFILE - 1" = 60'
-_'`�
HensonFoley
Landscape Architecture Civil Engineering
121 Gilead Road, Huntersville NC 28078
p: 704.875. 1615f: 1 704.875.0959 1 www.hensonfoley.com
NC ENGINEERING BOARD LICENSE #: C-3781
NC LANDSCAPE ARCHITECTURE BOARD LICENSE#: C-399
0 30 60 120
GRAPHIC SCALE 1"=60 FT.
NEW HOPE ROAD TOWNHOMES I AS SHOWN
IMPACT # 1
DATE:
1/12/2022
FILE:
220076

715
-0+38 0+00
0 30 60 120
GRAPHIC SCALE 1"=60 FT.
0+50 1+00 1+50 2+00 2+50
IMPACT #2 PROFILE - V = 60'
10�
715
3+00
NEW HOPE ROAD TOWNHOMES AS SHOWN
HensonFoley DATE:
Landscape Architecture Civil Engineering 1 / 1 2/2022 H121�N
121 Gilead Road, Huntersville NC 28078 I M PACT # 2
p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com FILE:
3 NC ENGINEERING BOARD LICENSE #: C-3781 220076
4 NC LANDSCAPE ARCHITECTURE BOARD LICENSE#: C-399
5

35 0.092 ACRES OF POTENTIALLY /
JURISDICTIONAL WETLANDS
o ` (0.080 ACRES OF IMPACTS)
CO
YO \ 1p� BLDG 2
\ \ 8 UNITS
o - 1+00
745
740
8" WATER PI
►•�� 1
52 LF OF 15' RCPW
745
-0+38 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+38
IMPACT #3 PROFILE - V' = 60'
0 30 60 120
GRAPHIC SCALE 1"=60 FT.
NEW HOPE ROAD TOWNHOMES AS SHOWN
HensonFoley DATE:
Landscape Architecture Civil Engineering 1 / 1 2/2022 N1'yON
121 Gilead Road, Huntersville INC 28078 IMP ACT # 3
p: 704.875.1615f: 1 704.875.0959 1 www.hensonfoley.com FILE:
3 NC ENGINEERING BOARD LICENSE #: C-3781 220076
4 NC LANDSCAPE ARCHITECTURE BOARD LICENSE#: C-399
5

The National Map Advanced Viewer
12/15/2021, 10:14:36 AM 1:36,112
0 0.25 0.5 1 mi
0 project_shapefile_south_new_hope_road_34210_34210 I 1 1 ? I
0 0.4 0.8 1.6 km
Project Name: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
WETLANDS City / County:
WATERS, 1 N c, Gastonia/Gaston
Tax PIN(s): 3574236935, 3574247110, 3574148071, 3574135971
Vicinity Map Coordinates: Scale: Date:
Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

Legend
Wetlands
so* � *** - Intermittent Tributary
- Ephemeral Drainage
Wetland 100
WFa
WETLANDS
WATERS, INC.
Tributary 1
250 ft
*Wetland Sketch provided for illustrative purposes for preliminary planning use only. Not intended
to be relied upon for exact location, dimensions, or orientation. All findings and assessments made
by wetland consultants regarding limits ofjurisdiction or permitting requirements are subject to
verification by the US Army Corps of Engineers and other appropriate state and local authorities.
Project Name: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
City / County: Gastonia/Gaston
Tax PIN(s): 3574236935, 3574247110, 3574148071, 3574135971
Figure 1: Approximate Delineation Coordinates: Scale: Date:
of Surface Waters and Wetlands Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

ETLAN
& WATERS, INC.
Project Name:
South New Hope Road Townhomes
Owner / Developer:
MTSCLT, LLC
City / County:
Gastonia/Gaston
Tax PIN(s):
3574236935, 3574247110, 3574148071, 3574135971
Figure 2: County GIS
Coordinates:
Lat: 35.226741 Long: -81.103130
Scale:
Graphic
Date:
12-15-2021

The National Map Advanced Viewer
12/15/2021, 10:16:03 AM 1:18,056
0 0.13 0.25 0.5 mi
0 project_shapefile_south_new_hope_road_34210_34210
0 0.2 0.4 0.8 km
Project Name: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
WETLANDS
City /County:
& WATERS, f N C. Gastonia/Gaston
Tax PIN(S): 3574236935, 3574247110, 3574148071, 3574135971
Figure 3: USGS Topographic Coordinates: Scale: Date:
Quadrangle Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

3
490220
35° 13' 43" N
35" 13' 24" N
49022O 490310 490400 490490 49o590
3
Map Sole: 1:4,060 if panted on A landsope (11" x 8.5") sheet.
m N Meters
0 50 101 200 300
Feet
0 150 300 600 900
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UM Zone 17N WGS84
Map Unit Legend
Soil Map —Gaston County, North Carolina
(project _shapefile_south_new_hope_road_34210_34210 )
490310 490400 490490 490530 490670 490760
49DB70 490760 49DB50 490940
Map Unit Symbol
Map Unit Name IL
Acres in AOI
Percent of AOI
ApB
Appling sandy loam, 1 to 6
3.4
16.0
percent slopes
CfB
Cecil -Urban land complex, 2 to
0.8
3.8
8 percent slopes
HuB
Helena -Urban land complex, 1
0.3
1.6
to 6 percent slopes
LdB2
Lloyd sandy clay loam, 2 to 8
1.0
4.8
percent slopes, moderately
eroded
LdD2
Lloyd sandy clay loam, 8 to 15
2.7
12.7
percent slopes, moderately
eroded
VaB
Vance sandy loam, 2 to 8
5.5
25.9%
percent slopes
VaD
Vance sandy loam, 8 to 15
7.5
35.3
percent slopes
Totals for Area of Interest
21.2
100.0
491030
31' 13 43" N
I
113' 24" N
491030
3
to
rn
41
APBPill
,
r~
Project Name: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
IWETLANDS City/County:
WATERS, I N c, Gastonia/Gaston
Tax PIN(s): 3574236935, 3574247110, 3574148071, 3574135971
Figure 4: NRCS Soil Survey Coordinates: Scale: Date:
Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

National Wetlands Invento
Yi r
South New Hope Road
.er
1:9,470;
0 0.075 0.15 0.3 mi
0 0.125 0.25 0.5 km
December 15, 2021
Wetlands [� Freshwater Emergent Wetland Lake
Estuarine and Marine Deepwater ® Freshwater Forested/Shrub Wetland Other
[� Estuarine and Marine Wetland Freshwater Pond Riverine
WETLANDS
—k4:
y WATERS, INc,
Figure 5: National Wetland
Inventory
Source: Esd; Maxar, GeoEye.. EerthstaTGeograpAcs, CNES/Airbus DS
USDA, USGS, A.,.CRIU IGN, and the Gl�lser C;omrrl,y y —L-
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
vroject ivame: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
City / County: Gastonia/Gaston
Tax PIN(s): 3574236935, 3574247110, 3574148071, 3574135971
Coordinates: Scale: Date:
Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

i
AR.
rr F I
+ l
ir
r+�• j 4•
1
• S � sl
• • I
t I
40 qk. J.
0.2mi-R1.089 35.226 Degrees
Project Name: South New Hope Road Townhomes
Owner / Developer: MTSCLT, LLC
WETLANDS City /County:
.� , & WATERS, I N c. Gastonia/Gaston
Tax PIN(s): 3574236935, 3574247110, 3574148071, 3574135971
Figure 6: FEMA Floodplain Panel Coordinates: scale: Date:
Lat: 35.226741 Long:-81.103130 Graphic 12-15-2021

Attachment A
North Carolina Natural Heritage Report

Roy Cooper,Governor
■ ■■■
■■ , NC DEPARTMENT C F D.Reid Wilson,Secretary
• ■
■■WEN NATURAL AND CULTURAL RESOURCES
■ ■■■ Misty Buchanan
Deputy Director,Natural Heritage Program
NCNHDE-16573
December 15, 2021
Meagan Jolly
Wetlands & Waters, Inc.
328 East Broad Street
Statesville, NC 28677
RE: South New Hope Road
Dear Meagan Jolly:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally-
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
fl 121 W.JONES STREET,RALEIGH,NC 27603 • 1651 MAIL SERVICE CENTER.RALEIGH,NC 27699
OFC 919.707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
South New Hope Road
December 15, 2021
NCNHDE-16573
No Element Occurrences are Documented Within a One-mile Radius of the Project Area
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Ow Owner Type
City of Gastonia Open Space City of Gastonia Local Government
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on December 15,2021;source: NCNHP, Q3 October 2021.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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December 15, 2021
Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
1:23,278
0 0.2 0.4 0.8 mi
0 0.3 0.6 1.2 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 3 of 3

Attachment B
Optimal Survey Window for North
Carolina's Federally Threatened,
Endangered, and At-Risk Plant Species

OPTIMAL SURVEY WINDOWS AND NUMBER OF YEARS A SURVEY IS VALID FOR
NORTH CAROLINA'S FEDERALLY THREATENED, ENDANGERED,AND AT-RISK PLANT SPECIES
SCIENTIFIC NAME COMMON NAME STATUS SURVEY WINDOW YEARS SURVEY
IS VALID
Aeschynomene virginica sensitive joint-vetch T July—October 1 _
July-October
Amaranthus pumilus seabeach amaranth T (or before first tropical storm 1
that causes overwash) _
Amorpha georgiana var.
Georgia lead-plant ARS late April—October 2
georgiana
Cardamine micranthera small-anthered E April - May 1
bittercress _
Carex impressinervia impressed-nerved sedge ARS April - May 2 _
Carex lutea golden sedge E mid April - mid June 2 _
Dionaea muscipula Venus flytrap ARS late May—June 2 _
Echinacea laevigata smooth coneflower E late May—October 2
Fimbristylis perpusilla Harper's fimbristylis ARS July—September 2 _
Geum radiatum spreading avens E June—September 2 _
Gymnoderma lineare rock gnome lichen E year round 2 _
Hedyotis purpurea var.
Roan Mountain bluet E June—July 2
montana _
Helianthus schweinitzii Schweinitz's sunflower E late August—October 2
Helonias bullata swamp pink T April—May 2
Hexastylis naniflora dwarf-flowered heartleaf T March—May 2 _
Hudsonia montana mountain golden heather T late May-early June 2 _
Isoetes microvela thin-wall quillwort ARS April—July 1
Isotria medeoloides small whorled pogonia T mid May-early July 1
Liatris helleri Heller's blazing star T July—September 2
February—March;
Lindera melissifolia pondberry E 2
September-October
Lindera subcoriacea bog spicebush ARS March -August 2
Lobelia boykinii Boykin's Lobelia ARS May—July 2 _
Ludwigia ravenii Raven's seed box ARS June- October 2 _
Lysimachia asperulaefolia rough-leaved loosestrife E mid May—September _ 2 _
Macbridea caroliniana Carolina birds-in-a-nest ARS July—November 2 _
Minuartia godfreyi Godfrey's stitchwort ARS April—June 2 _
Oxypolis canbyi Canby's dropwort E mid July—September _ 2 _
Platanthera integrilabia white fringeless orchid T mid July- late August 2 _
Ptilimnium nodosum harperella E July—early September 1
(during low water) _ _
Rhus michauxii Michaux's sumac E May—October 2
Rhynchospora crinipes hairy-peduncled beakrush ARS July—September 2
Rudbeckia heliopsidis sun-facing coneflower ARS July—September 2
Sagittaria fasciculata bunched arrowhead E mid May—July 2
Sarracenia oreophila green pitcher-plant E late April—October 2
Sarracenia purpurea var. mountain purple pitcher-
ARS April—October 2
montana plant
mountain sweet pitcher-
Sarracenia rubra ssp.jonesii E April—October 2
plant

SCIENTIFIC NAME COMMON NAME STATUS SURVEY WINDOW YEARS SURVEY
IS VALID
Schwalbea americana American chaffseed E May August 2
(1-2 months after a fire)
Sisyrinchium dichotomum white irisette E late May—July 2
Solidago plumosa Yadkin River goldenrod CCA September—October 2
Solidago spithamaea Blue Ridge goldenrod T July—September 2
Symphyotrichum georgianum Georgia aster CCA October- mid November 2
Spiraea virginiana Virginia spiraea T May-early July 2
July—September
Sporobolus teretifolius wire-leaved dropseed ARS 2
(following fire)
Thalictrum cooleyi Cooley's meadowrue E mid June-early July 2
Tsuga caroliniana Carolina hemlock ARS year round 2
STATUS KEY:
E- Federally endangered
T- Federally threatened
ARS- Proposed for listing as threatened or endangered under the ESA, candidate species for listing, or petitioned by
a third party for listing. ARS species listed above have "substantial" 90-day findings and are undergoing status
reviews(awaiting 12-month findings).
CCA-Species subject to a candidate conservation agreement.
OTHER NOTES:
These survey windows were determined from species recovery plans,field observations, herbaria specimens, and
NC Natural Heritage Program information. For additional information about these species, please visit the U.S. Fish
and Wildlife Service Asheville Field Office webpage at https://www.fws.gov/asheville/or the Raleigh Field Office
webpage at https://www.fws.gov/raleigh/.
If suitable habitat for species is present in the proposed impact area,the U.S. Fish and Wildlife Service will likely
request species surveys, conducted by a qualified biologist, during the optimal survey window. Projects are
reviewed on a case-by-case basis and you are encouraged to contact a Section 7 coordinator early in the project
planning process. To discuss your project and survey requirements with a Section 7 coordinator, please contact the
Asheville Field Office at 828-258-3939 or the Raleigh Field Office at 919-856-4520
Version date: March 10, 2020

Waters_Name I State I Cowardin_Code I HGM_Code
Tributary 1 NORTH CAROLINA R4
Tributary 2 NORTH CAROLINA R4
Wetland 1000 NORTH CAROLINA PSS

Meas_Type I Amount I Units I Waters_Type I Latitude I Longitude
Linear 940 FOOT DELINEATE 35.22757000 -81 . 10252000
Linear 270 FOOT DELINEATE 35.22652000 -81 . 10224000
Area 0 .09 ACRE DELINEATE 35.22534000 -81 . 10543000

I Local_Waterway