20061804 Ver 20_More Info Received_20170803

Homewood, Sue
From: Jeff Carter <[e-mail]>
Sent: Wednesday, August 02, 2017 4:14 PM
To: Homewood, Sue
Subject: West Ashley @ Flowers Plantation
Attachments: Low Density Supplement.pdf, West Ashley Revised Calculations.pdf, STORMWATER SET.pdf
Hi Sue,
Kevin forwarded me the comments for West Ashley @ Flowers Plantation. I am attaching revised
calculations showing the swale calculation as well as the revised Low Density Supplement and plan
set. The only sheet that changed in the plan set is CE -02. The swale detail is shown on sheet CE -02
near the top left corner. If you need anything else please let me know.
Thank you,
Stocks Engineering, PA
Jeff Carter
Construction Manager
o: [phone]
c: [phone]
f: [phone]
web: www.stocksengineering.com
"Designing the Future - Today" - We remain dedicated to providing innovative Cost-efficient engineering
solutions. We value clients, and we are not only Committed to meeting their needs, but exceeding their
expectations with a Strong commitment to moral, ethical and professional standards.

West Ashley
Flowers Plantation
Owner/Developer:
'J & J Flowers Finch, Inc.
4880 NC 42 East
Clayton, NC 27520
hone:
(800) 343-065
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STOCKS ENGINEERING, P.A.
801 E. Washington St. Phone: [phone]
PO Box 1108 Fax: [phone]
Nashville, NC 27856 Mobile: [phone]
Email: [e-mail]

Stocks Engineering, P.A.
801 E. Washington Street
Po Box 1108
Nashville, NC 27856
252-459-8196
PROJECT: West Ashley - Flowers Plantation
DATE: March 8, 2017
PAGE: 1 of 1
Swale Runoff Calculations
Ar1a.lA...Area
A� -
5
[a
1.51
0.51
7.38
5.68
5
Ila
2.51
0.55
7.38
10.19
5
Illa
1.66
0.48
7.38
5.88
5
IVa
2.94
0.48
7.38
10.41
5
Va
0.43
0.65
7.38
2.06
10 -Year Storm

Channel Report
Hydraflow Express by Intelisolve
Swale la - Grassed
Triangular
= 5.680
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 5.00
N -Value
= 0.035
Calculations
= 0.85
Compute by:
Known Q
Known Q (cfs)
= 5.68
Wednesday, Aug 2 2017
Highlighted
Depth (ft)
= 0.59
Q (cfs)
= 5.680
Area (sgft)
= 1.39
Velocity (ftls)
= 4.08
Wetted Perim (fit)
= 4.87
Crit Depth, Yc (ft)
= 0.67
Top Width (ft)
= 4.72
EGL (ft)
= 0.85
Elev (ft) Section
102.00 --1 1 1 11----- -F__..W._,-__..._.___ T_
101.50
101.00
100.50
100.00
99.50
1 2 3 4
5
Peach (ft)
6 7 8 9 10
Depth (ft)
2.00
1.50
1.00
-n sn

Channel Report
Hydra€low Express by Intelisolve
Swale Ila - Grassed
Q (cfs)
Triangular
Area (sqft)
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 4.00
N -Value
= 0.035
Calculations
Compute by:
Known Q
Known Q (cfs)
= 10.19
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
99.50
1 2 3 4
5
Reach (ft)
Wednesday, Aug 2 2017
Highlighted
Depth (ft)
= 0.77
Q (cfs)
= 10.19
Area (sqft)
= 2.37
Velocity (ftls)
= 4.30
Wetted Perim (ft)
= 6.35
Crit Depth, Yc (ft)
= 0.84
Top Width (ft)
= 6.16
EGL (ft)
= 1.06
6 7 8 9 10
Depth (ft)
2.00
1.50
1.00
0.50
_n r�n

Channel Repan
Hydraflow Express by Intelisolve
Swale Ilia - Grassed
Triangular
= 0.60
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
= 100.00
Slope (%)
= 5.00
N -Value
= 0.035
Calculations
Compute by: Known Q
Known Q (cfs) = 5.88
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
99.50
Wednesday, Aug 2 2017
Highlighted
Depth (ft)
= 0.60
Q (cfs)
= 5.880
Area (sgft)
= 1.44
Velocity (ftls)
= 4.08
Wetted Perim (ft)
= 4.95
Crit Depth, Yc (ft)
= 0.67
Top Width (ft)
= 4.80
EGL (ft)
= 0.86
1 2 3 4
5 6
Reach (ft)
7 8 9 10
Depth (ft)
2.00
1.50
1.00
0.50
11e
n r1n

Channel Report
Hydraflow Express by Intelisolve
Swale IVa - Grassed
Triangular
= 10.41
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Elev (ft)
=100.00
Slope (%)
= 3.00
N -Value
= 0.035
Calculations
= 1.05
Compute by;
Known Q
Known Q (cfs)
= 10.41
Elev (ft) Section
102.00
101.50
101.00
100.50
100.00
99.50
1 2 3 4
5
Reach (ft)
Wednesday, Aug 2 2017
Highlighted
Depth (ft)
= 0.82
Q (cfs)
= 10.41
Area (sgft)
= 2,69
Velocity (ftls)
= 3.87
Wetted Perim (ft)
= 6.76
Crit Depth, Yc (ft)
= 0.85
Top Width (ft)
= 6.56
EGL (ft)
= 1.05
Depth (ft)
2.00
1.50
1.00
0.50
M
wrOMM
6 7 8 9 10 _.__

Channel Report
Hydraflow Express by [ntelisolve
Swale Va - Grassed
Triangular
= 2.060
Side Slopes (z:1)
= 4.00, 4.00
Total Depth (ft)
= 1.00
Invert Eley (ft)
= 100.00
Slope (%)
= 5.00
N -Value
= 0.035
Calculations
= 0.56
Compute by:
Known Q
Known Q (cfs)
� 2.06
Elev (ft) Section
102.00
101.50
101.00
100.50
11104 O M
99.50
Wednesday, Aug 2 2017
Highlighted
Depth (ft)
= 0.41
Q (cfs)
= 2.060
Area (sgft)
= 0.67
Velocity (ftls)
= 3.06
Wetted Perim (ft)
= 3.38
Crit Depth, Yc (ft)
= 0.45
Top Width (ft)
= 3.28
EGL (ft)
= 0.56
Depth (ft)
2.00
1.50
1.00
am
ME
I I. i I I I I I 1 1 1 _0.50
0 1 2 3 4 5 6 7 8 9 10 V
Reach (ft)

SCOUR HOLE WORKSHEET
PROJECT: West Ashley - Flowers Plantation
DATE: March 8, 2017
Pipe Size: 18.00 Inch
Peak Flow in (10 YR): 4.03 CFS
Scour Hole Base Size: 3 X Pipe Size = 4.50 Feet
Scour Hole Depth: 2 Feet
Scour Hole Top Size: 3*Pipe Size + (4*Depth) _ 12.50 Feet
Pipe Size: 18,00 Inch
Peak Flow in (10 YR): 6.69 CFS
Scour Hole Base Size: 3 X Pipe Size = 4.50 Feet
Scour Hole Depth: 2 Feet
Scour Hole Top Size., 3*Pipe Size + (4*Depth) _ 12.50 Feet
Pipe Size: 18.00 Inch
Peak Flow in (10 YR): 4.42 CFS
Scour Hole Base Size: 3 X Pipe Size = 4.50 Feet
Scour Hole Depth: 2 Feet
Scour Hole Top Size: 3*Pipe Size + (4*Depth) = 12.50 Feet

Pipe Size: 18.00 Inch
Peak Flow in (10 YR): 7.72 CFS
Scour Hole Base Size: 3 X Pipe Size = 4.50 Feet
Scour Hole Depth: 2 Feet
Scour Hole Top Size: 3*Pipe Size + (4*Depth) _ 12.50 Feet
Pipe Size: 18.00 Inch
Peak Flow in (10 YR): 2.10 CFS
Scour Hole Base Size: 3 X Pipe Size = 4.50 Feet
Scour Hole Depth: 2 Feet
Scour Hole Top Size : 3*Pipe Size + (4*Depth) = 12.50 Feet

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REP ACCORDANCE
DANCE WITH GEOTECHNICAL
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STREET CROSS SECTION
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SCALE: 1" = 60'
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FILE N0. 2016-114$
HORZ SCALE- 1"=60'
VERT. SCALD NONE
CE -01
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION CHORD LENGTH
C1
264,93
300.00
SOWW
141.81
N 7'5!'44
258.41
C2
77.65
200.00
22'14'45'
39.32
'19"W
77.17
C3
171.89
200.00
491439"
91.66
N55731'16"E
156.65
C4
214.40
200.00
61'2520"
118.80
S691O8'44
204 28
C5
198.56
200.00
56--3VO3"
108.33
S09
190.51
Cs
170.11
200.00
48'44'03'
90.59
S4249'00'W
165 03
C7
152.00
I 200.00
39"
79.88
"W
148.37
C8
1 51.74200.00
1449
26.02
576.41' 'E
51.60
C9
164.90
2!0.00
47.14.'24" 1
87.46 1
16028'31"W
160.27
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CE -01

WEST ASHLEY
GOVERNING AGENCIES
PLANNING:
JOHNSTON COUNTY
PLANNING DEPARTMENT.
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. BERRY GRAY
[phone]
BERRY. GRAY®JOHNSTONNC.COM
PUBLIC UTILITIES:
JOHNSTON COUNTY
PUBLIC UTILITIES
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTRACT: MRS. CHANDRA COATS
[phone]
CHANDRA.COATS®JOHNSTONNC.COM
EROSION CONTROL:
JOHNSTON COUNTY
PUBLIC UTILITIES
PO BOX 2263
309 E. MARKET STREET
SMITHFIELD, NC 27577
CONTACT: MR. CARLOS BAGLEY, PE
[phone]
CARLOS.BAGLEYOJOH N STON N C. COM
UTILITY AGENCIES=
WATER & SEWER:
AQUA NORTH CAROLINA
202 MacKENAN COURT
CARY, NORTH CAROLINA 27511
CONTACT: PEGGY SUE DODGE (OFFICE)
919.653.6963
JACKIE JACKSON (FIELD)
919.624.2348
NATURAL GAS
PIEDMONT NATURAL GAS
250 FIVE POINTS ROAD
DUDLEY, NC 28333
MR. LEE WILLIAMS
[phone]
MR. MARCUS THOMPSON
[phone]
ELECTRIC
DUKE ENERGY
P.O. BOX 1551
RALEIGH, N.C. 27602-1551
MR. JOHNNY HOUSE
[phone]
LOCATION- WEST ASHLEY ® FLOWERS
PLANTATION
FLOWERS PLANTATION
JOHNSTON COUNTY, NC
PROPOSED LOT COUNT:
55 LOTS
COUNTY-
JOHNSTON
PIN:
PORTION OF
REAR YARD
168900-86-9596
DB/PG
4550/15
ZONING:
FLOWERS PLANTATION PUD
ACREAGE-
27.72 Ac.
DISTURBED AREA
14.04 Ac.
IMPERVIOUS AREA:
5.14 Ac. (18.54%)
PROPOSED USE-
RESIDENTIAL
SETBACKS:
FRONT YARD
20'
SIDE YARD
5'
REAR YARD
15'
MAX BUILDING HEIGHT:
N/A
BEFORE YOU DIG,
CALL
o�0
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
INDEX
@ FLOWERS PLANTATION - 55 LOTS
FLOWERS PLANTATION
JOHNSTON COUNTY, NORTH CAROLINA
SUBMITTED FOR REVIEW - MARCH 15, 2016
COVER COVER SHEET
CE -01 SITE PLAN
CE -02 ASHLEY WOODS COURT -PLAN AND PROFILE
CE -03 ASHLEY WOODS COURT -PLAN AND PROFILE
CE -04 EROSION CONTROL PLAN
CE -05 EROSION CONTROL NOTES AND DETAILS
CE -06 EROSION CONTROL NOTES AND DETAILS
D-01 AQUA UTILITY DETAILS 1
D-02 AOUA UTILITY DETAILS 2
RIVER DELL
ELEMENTARY
SCHOOL
„SITE" \� �
LOCATION
SKETCH
NOT TO SCALE
v� .0 p��OQO^,5h
PONDS
s - NC 42
,POND
\-PERCY FLOWERS
STORE
POND
General Notes:
1. TOPOGRAPHICAL DATA PERFORMED BY TRUE LINE SURVEYING.
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT TO THE
SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE OWNER SHALL PAY ALL
COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE
CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6. PROPOSED ROADWAY CONSTRUCTION WITH WATER AND SEWER. STREETS TO HAVE STANDARD 30" VALLEY CURB. PRIVATE STREETS.
7. THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, OR FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY. CONTRACTORS
SHALL CALL 811 48 HOURS PRIOR TO DIGGING. CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. CONTRACTOR TO SUBMIT PROPOSED SCORE JOINT
PLAN TO THE ENGINEER PRIOR TO POURING.
9. CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST 72
HOURS PRIOR TO DIGGING ® 811. TRUE LINE SURVEYING HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF
FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE
SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY, NCDOT,
JOHNSTON COUNTY, AND FLOWERS PLANTATION.
13. ALL CONSTRUCTION AND MATERIALS SHALL MEET JOHNSTON COUNTY, AQUA, AND NCDOT SPECIFICATIONS AND STANDARDS, LATEST EDITION.
ALL WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14. ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK, UNLESS OTHERWISE NOTED.
15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE.
16. WETLANDS AND PONDS ARE DENOTED ON-SITE. NO IMPACTS TO WETLANDS ARE ANTICIPATED.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. ALL
SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION.
18. PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL THE
SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
19. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL
REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT
REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT STOCKS ENGINEERING WILL
NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN
BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO,
TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE
OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER
TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN
SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN
ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE
CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION
PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
20. ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SOD, SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
21. SITE LIGHTING IS TO BE INSTALLED BY DUKE ENERGY.
22. PROPERTY IS TO BE SERVED BY AQUA (WATER & SEWER), EXISTING MAINS ARE INSTALL. ALL SERVICES PROPOSED ARE SERVICE TAPS.
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE
SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE
SETTING FORMS OR DIGGING FOOTINGS. THERE ARE NO AGENCY IMPOSED SETBACK LINES AT FLOWERS.
24. REGULATORY SIGNS, STOPS SIGNS AND ADA SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS.
25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.
26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
29. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY.
30. ALL CURB AND GUTTER TO BE 30" STANDARD VALLEY CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30"
STANDARD CURB AND GUTTER.
31. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
32. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
33. PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN.
34. HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL REGISTER,
VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR ADDITIONAL INFORMATION,
REFER TO THE NC STATE BUILDING CODE VOLUME 1-C, "MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO THE USEABLE BY THE
PHYSICALLY HANDICAPPED", 1991 EDITION. ALL STREET RETURNS TO HAVE H.C. RAMPS. H.C. RAMPS SHALL MEET CITY OF CLINTON AND
NCDOT STANDARDS/SPECIFICATIONS.
35. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER. ANY
CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
Owner/Developer=
J & J Flowers Finch, Inc.
4879 NC 42 E. Suite D
Clayton, NC 27527
Contact= Jordan Finch
919-291-4838
jordanagreyheronconstruction. com
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
36.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER
AND ROCKS AND GRASSED.
37.CONTRACTOR SHALL SAW -CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO
BE REMOVED.
38.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
39.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
RECEIVE 'VAN ACCESSIBLE' SIGNAGE.
40.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
41.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN
SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
42.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL/UNCLASSIFIED HE
DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
43.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING,
AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. THE OWNER, SAMPSON COUNTY, CITY OF CLINTON
& STOCKS ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
44.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT CONDITION OF ALL OF
THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
45.ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT, JOHNSTON COUNTY AND/OR AQUA.
46.ASPHALT PAVEMENT SHALL BE SMOOTH, WITH STRAIGHT OVERLAPPING SEAMS, FREE OF SEGREGATION, STAINS, BIRD BATHS, AND
IMPERFECTIONS. ASPHALT PATCHING, SKIN PATCHES, OR RE -HEATING AND ROLLING WILL NOT BE ALLOWED. AREAS THAT ARE
NOT ACCEPTABLE TO THE OWNER/ENGINEER WILL BE SAWCUT AND REMOVED. NO PATCH SMALLER THAN 200 SF WILL ALLOWED
AND THE SAWCUTS MUST FALL ON A PAINT LINE OR EXISTING SEAM.
47.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & AQUA.
48.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PLANS.
49.NATURAL GAS IS AVAILABLE. COORDINATE INSTALLATION WITH PEIDMONT NATURAL GAS.
50.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CONTRACTOR, THE OWNER, AND THE STRUCTURAL ENGINEER. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE
AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED
AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE
FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
RE -COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING
SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH
COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED
DENSITY, THE CONTRACTOR SHALL RE -COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT
THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
51.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO
98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 90% OF MAXIMUM
DENSITY FOR LAWNS OR UNPAVED AREAS.
52.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
AROUND THE BUILDING STRUCTURE.
53.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE OWNER. THE WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
NOR WILL THE CITY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO
LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
54.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
AND MAINTAINED.
55.ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO
THE MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD
FRONTING THE PROPERTY.
56.DISTURBED AREA IS OVER 1 ACRE AND A FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED
AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. THE SEDIMENTATION & EROSION CONTROL PLAN PROVIDED SHOULD BE
REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO
SEDIMENT IS RELEASED FROM THE SITE.
57.(CONSTRUCTION/SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DEHNR. PERMIT NUMBERS
ARE AS FOLLOWS:
WATER PERMIT NUMBER: TO BE DETERMINED
SEWER PERMIT NUMBER: TO BE DETERMINED
58.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED
AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL
PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC.
59.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT, JOHNSTON COUNTY, AQUA AND NCDENR STANDARDS
AND SPECIFICATIONS.
60.MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
61.WHERE WATERLINE CROSSES:
A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL
SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND
SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING.
B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW
MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON
PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
62.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING. 63.REFERENCE NC 15A, 18C,
.0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
Civil Engin e ering=
Stocks Engineering, P.A.
1100 Eastern Ave.
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (v)
252.903-6891(c)
Contact Mike Stocks, PE
mstocksastocksengineering. com
Sur ve y1ng=
True Line Surveying, P.C.
205 West Main St.
Clayton, North Carolina 27520
919.359.0427 (v)
Contact- Curk Lane, PLS
curk a truelinesurveying. com
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
264.93
300.00
50'35'55"
141.81
N27'50'44"E
256.41
C2
77.65
200.00
22'14'45"
39.32
542'01'19"W
77.17
C3
171.89
200.00
49'14'39"
91.66
N55'31'16"E
166.65
C4
214.40
200.00
61.25'20"
118.80
S69'08'44"E
204.28
C5
198.56
200.00
56'53'03"
108.33
S09'59'33"E
190.51
C6
170.11
200.00
48'44'03"
90.59
S42'49'00"W
165.03
C7
152.00
200.00
43'32'39"
79.88
S88'57'21"W
148.37
C8
51.74
200.00
14'49'23"
26.02
S76'41'01 "E
51.60
C9
164.90
200.00
47'14'24"
87.46
N60'28'31"W
160.27
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0 50 100 125 150 MATCH
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C/L 245.1
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/` ��ib- / VPI STA = 12+50.00 VPI STA = 14+25.00 VPI STA = 15+75.00 VPI STA = 17+25.00 VPI STA = 19+00.00 VPI STA = 20+50.00 VPI STA = 22+25.00 VPI STA = 23+75.00
C/L 245.31 \ \ -
PROFILE LEGEND \ -� _ - - �� �� 1� �� VPI EL = 228.00 VPI EL = 238.00 VPI EL = 225.00 VPI EL = 235,00 VPI EL = 219.00 VPI EL = 228.00 VPI EL = 225.00 VPI EL = 217.00
30' OFFSET LEFT \ - _ - - - / g1 = -7.12% g1 = 5.71 % g1 = -8.67% g1 = 6,67% g1 = -9.14% g1 = 6.00% g1 = -1.71% g1 = -5.33%
- - - - 15' OFFSET LEFT - - - g2 = 5.71 % g2 = -8.67% g2 = 6.67% g2 = -9.14% g g2 = -1.71 % g2 = -5,33% g
/ 2 = 6.00% 2 = 6.37%
EXISTING C/L - / CURVE LEN = 200.00 CURVE LEN = 150.00 CURVE LEN = 150.00 CURVE LEN = 120.00 CURVE LEN = 150.00 CURVE LEN = 150.00 CURVE LEN = 100,00 CURVE LEN = 200.00
- - 15' OFFSET RIGHT -
- - 30' OFFSET RIGHT - - - - K = 15.58 K = 10.43 K = 9.78 K = 7.59 K = 9.91 K = 19.44 K = 27.63 K = 17.09
E = 3.21 E = 2.70 E = 2.88 E = 2.37 E = 2.84 E = 1.45 0 E = 0.45 E = 2.93
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
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PLAN and
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REVISIONS
FILE NO. 2016-048
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE -02

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3-8-17
PLAN and
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REVISIONS
FILE NO. 2016-048
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
CE -03

Permit No.
State of North Carolina
(to be provided by DEMLR)
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This forin may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H.1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : West Ashley g Flowers Plantation
Contact Person: Kevin Varnell Phone Number: ( 252 )3820012
Number of Lots:55 Allowable Built Upon Area (BUA) Per Lot*:3,000
Number of Dwelling Units Per Acre**:1.98
Low Density Development (check one): 0 without curb & gutter 0 with curb & gutter, outlets to (check one):
0 Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non -SA] only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://portal.ncdenr.org/web/lr/state-stonnwater-forms_does)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor -the appropriate percent built upon area divided by 100.
• RA Road Area -the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
(SA: 21,954 ft2 x DF: 0.1854) _ (RA: 1,070 ft') - (OA: 0 ft') = BUA per Lot = 3,000 ft2
(No of Lots: )
For non-uniform lot sizes:
a. (SA: ft2 x DF: ) - (RA: ft2) - (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
bttp://hdse.nws,noaa.gov/hdse/pfds/
Table 1. Swale design information based on the 10 -year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
N
Vallow
(fps)
Vactuat
(fps)
Flow
Depth (ft)
1
1.51
0.39
1.12
0.51
5.68
5
5.0
4.08
0.59
2
2.51
0.83
1.68
0.55
10.19
4
5.0
4.30
0.77
3
1.66
0.37
1.29
0.48
5.88
5
5.0
4.08
0.60
4
2.94
0.64
2.30
0.48
10.41
3
5.0
3.87
0.82
5
0,43
0.21
0.22
0.65
2.06
5
5.0
3.06
0.41
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10{09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H. 1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then .justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
jRc tE-al a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
NIA b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
NlA d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
scarp sm6e rr Built upon area calculations are provided for the overall project and all lots.
Vi _ t Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H. 1007)
TRc_—egw . cW-o) Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 far curb outlet swales.
ta=oj _�p-olLongitudinal slope of swales is no greater than 5%; for non -curb outletprojects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
-M� rs i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
Iy1M j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity < 2 ft/s).
At IA k. Swale detail and permanent vegetation is specified on the plans.
JAC Cr -off 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
VC CE -0 m. Swales are located in recorded drainage easements.
/V 1.4 n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
(3*c. tt o." The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
Al 1A p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the Swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
S. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
PrintNamc and Titic.T KEV ('N VARNELL , PRaru_r MA(VAAE-R
Address: Pp [�ox I Ing , NAE,NVX-.L.E, Nc Q-1 —
It
Signature:
Date: 1 /,5
Note: The6gally responsible party should not be a homeowners association unless more than 50% of the lots have been .sold and a
resident of the subdivision has been named the president.
I, TEFFREj R . OARTEiz , a Notary Public for the State of IN f)RTN CARoLS1vA , County of
NA5H do hereby certify that S. KaMj i/ARNE t.i, personally appeared before me this
day of 1uLy <-M _, 61j_ , and acknowledge the due execution of the forgoing Swale maintenance requirements.
Witness my hand andofficialseal,
of y signature
9T�1P'O �
AL My commission expires /0/()it c2000
PUBL►C' L)
Form SW401 e1 sity-Rev.3-2/10/09 Page 4 of 4