SecretaryMICHAEL S. REGAN

Interim Director

LINDA CULPEPPER

Governor

ROY COOPER

September 26, 2018

CURRITUCK COUNTY WATER SYSTEM

444 MAPLE ROAD

YAMA JONES, DIRECTOR OF UTILITIESATTN:

Final ApprovalRe:

Final Approval Date:

MAPLE, NC 27956

September 26, 2018

THE GABLES

Serial No.: 14-00688

Water System Name: CURRITUCK COUNTY WATER

SYSTEM

Water System No.: NC0427010

Currituck County

Dear Sir/Madam:

The Department received an Engineer’s Certification statement and an Applicant’s Certification concerning the above

referenced project. The Engineer’s Certification verifies that the construction of the referenced project has been completed in

accordance with the engineering plans and specifications approved under Department Serial Number 14-00688. The

Applicant’s Certification verifies that an Operation and Maintenance Plan and Emergency Management Plan have been

completed and are accessible to the operator at all times and available to the department upon request and that the system will

have a certified operator as required by 15A NCAC 18C .1300.

The Department has determined that the requirements specified in 15A NCAC 18C .0303(a) and (c) have been met, and

therefore, issues this Final Approval in accordance with Rule .0309(a).

Please contact us at (919) 707-9100 if you have any questions or need additional information. Sincerely,

Robert W. Midgette, P.E., Operations Branch Head

Public Water Supply Section

Division of Water Resources

cc: DYK LUBEN, P.E., Regional Engineer

BISSELL PROFESSIONAL GROUP

Currituck County Health Department

North Carolina Department of Environmental Quality | Division of Water Resources | Public Water Supply Section

1634 Mail service Center | Raleigh, North Carolina 27699-1634

919 707 9100 | Lab Fax 919 715 6637 | Admin Fax 919 715 4374 | www.ncwater.org/pws

PO BOX 1068

3512 N CROATAN HWY

KITTY HAWK, NC 27949

BISSELL PROFESSIONAL GROUP

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

ROY COOPER JAMES H. TROGDON, III GOVERNOR SECRETARY

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DISTRICT FIELD OFFICE

1929 NORTH ROAD STREET

ELIZABETH CITY, NC 27909

Telephone: (252) 331-4737

Fax: (252) 331-4739

Customer Service: 1-877-368-4968

Website: www.ncdot.gov

Location:

1929 NORTH ROAD STREET

ELIZABETH CITY, NC 27909

September 12, 2018 Mr. Garland Scott S & S Group, Inc. 740 Highway 158 Elizabeth City, NC 27909 Subject: Pavement Certification – The Gables Subdivision Currituck County Dear Mr. Scott:

We have received the attached test report from GET Solutions, dated August 17, 2018, for the construction of The Gables Subdivision in Currituck County. The Pavement Design consisted of 6” of ABC Stone Base overlain with 2” of S-9.5B Surface Course. Based upon our review, the asphalt surface and aggregate base courses are in general conformance with the Minimum Design and Construction Criteria for Subdivision Roads. This road will be eligible for petitioning the addition to the State System of Maintained Roads upon completion of paving, and satisfying all other applicable minimum NCDOT criteria. Sincerely, Randy W. Midgett, PE District Engineer Attachments Cc: J.D. Jennings, PE C.W. Bridgers, PE

D.B. Otts, PE G. Cooke File

The GABLES PHASE 2 (formerly phase 4) BOND COMPUTATIONS

9-27-18

Street Trees: $5,460.00 x 115% = $6,278.00

106 Capital Trace; Unit E · Elizabeth City, NC 27909 · Phone: (252)335-9765 · Fax: (252)335-9766

info@getsolutionsinc.com

August 17, 2018

TO: S & S Group, Inc.740 Hwy 158Elizabeth City, NC 27909

Attn: Mr. Garland Scott

RE: Report of Construction Materials Testing ServicesThe Gables SubdivisionMoyock, Currituck County, North CarolinaGET Solutions Project # EC18-141T

Dear Mr. Scott:

As requested, a representative of G E T Solutions Inc. visited the project site on the dates ofJune 29, 2018 and August 14, 2018. The purpose of our visits was to observe and evaluatethe roadway construction activities within the proposed subdivision. These evaluations wereperformed by completing the following tasks:

Ø Performing an evaluation on the Aggregate Base Course (ABC) materialsincluding compaction and thickness testing within the roadway alignment.

Ø Performing asphalt coring, sampling, and laboratory testing of the recentlyplaced surface mix (S-9.5B) asphalt materials.

The development at this site and as it pertains to this report included the construction ofone (1) new roadway within the proposed residential subdivision (Britton Way). The projectrequired a pavement section composed of 6 inches of ABC materials overlain by 2 inchesof surface mix asphalt materials (Type S-9.5b). The project specifications required testingof the ABC materials and asphalt materials is performed for quality assurance, inaccordance with the NCDOT requirements.

SCOPE OF SERVICES

For this project, G E T Solutions, Inc. has performed the following tasks:

§ Performed compaction testing on the ABC materials placed within the observed roadwayalignment. The compaction testing procedures that were performed on the date of June29, 2018 indicated the in place ABC materials were compacted to at least 100% of thematerial’s maximum dry density as determined by the Standard Proctor (ASTM D698).Additionally, the ABC materials within the roadway alignment were evaluated forthickness at the compaction test locations, which indicated a thickness ranging from 6.25to 6.75 inches at the tested locations. The results of these testing procedures and theirassociated test locations are provided on the “Compaction Test Report” sheets attachedto this report.

Report of Construction Materials Testing Services August 17, 2018The Gables SubdivisionMoyock, Currituck County, North CarolinaGET Solutions Project # EC18-141T

§ Performed coring operations at three (3) locations with the use of a 6-inch diameter corebarrel within the observed roadway alignment. Core locations were established in thefield by a G E T Solutions, Inc. representative prior to initiating the coring operations.

§ Performed laboratory testing procedures at G E T Solutions, Inc.’s laboratory located inElizabeth City, NC. The laboratory testing procedures consisted of average corespecimen thickness and bulk specific gravity as well as asphalt content and asphaltaggregate gradation analysis. The laboratory test procedures were executed in generalaccordance with NCDOT testing procedures. The specific gravity (density) andthickness test results are provided in the following table (Table I – Asphalt LaboratoryTest Results). The asphalt content test results are provided in Table II – Asphalt ContentResults and the asphalt aggregate gradation analysis test results are provided on theattached “Particle Size Distribution” sheet.

Table I – Asphalt Laboratory Test Results

Sample# Sample Location(1) Asphalt

Type

AverageSample

Thickness(in.)

SpecificGravity

PercentCompaction(Min. 92%)(2)

G-1Britton Way; Approx. 500’ From Cul-De-Sac

Radius, 5’ Offset of West Edge S-9.5b 2.17 2.264 93.0

G-2Britton Way; Approx. 300’ From Cul-De-Sac

Radius, 6’ Offset of East Edge S-9.5b 1.73 2.212 90.9

G-3Britton Way; Approx. 70’ From Cul-De-Sac

Radius, 5’ Offset of West Edge S-9.5b 2.23 2.205 90.6

Average 2.08 2.227 91.5

Note (1) = Locations provided in the table above are considered to be approximate.Note (2) = Percent compaction based on the laboratory maximum theoretical specific gravity value of 2.434

for Type S-9.5b, furnished by C&L Concrete Works, Inc.

Table II – Asphalt Content Test Results

Sample # Sample LocationAsphalt

Content (%)(1)

G-2 Britton Way; Approx. 300’ From Cul-De-Sac Radius, 6’Offset of East Edge 5.6%

Note (1) = Percent asphalt requirement for Type S9.5b is 5.8% +/- 0.7% per the Job MixFormula (JMF) provided by the contractor and the NCDOT allowable tolerance.

Report of Construction Materials Testing Services August 17, 2018The Gables SubdivisionMoyock, Currituck County, North CarolinaGET Solutions Project # EC18-141T

We appreciate the opportunity to be of service to you on this project, and trust you will callthis office with any questions that you may have.

Respectfully Submitted,G E T Solutions, Inc.

Gerald W. Stalls Jr., P.E.Senior Project EngineerNC Lic. #034336

Copies: (1) Client

Attachment: Moisture Density Relationship (Proctor Curve)Particle Size Distribution Report(s)Compaction Test Report(s)Particle Size Distribution Report (Asphalt; S-9.5b Materials)

Tested By: D. Forehand

MOISTURE DENSITY RELATIONSHIP (PROCTOR CURVE)D

ryde

nsity

,pcf

120

125

130

135

140

145

Water content, % - Rock Corrected - Uncorrected

2 4 6 8 10 12 14

6.2%, 137.6 pcf

7.5%, 132.6 pcf

ZAV forSp.G. =2.78

Test specification:ASTM D 4718-87 Oversize Corr. Applied to Each Test Point

ASTM D 698-12 Method C Standard

GW-GM A-1-a 4.2 NV NP 18.9 9.7

ABC Stone

EC17-248T S&S Group

Elev/ Classification Nat.Sp.G. LL PI

% > % <Depth USCS AASHTO Moist. 3/4 in. No.200

ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION

Project No. Client: Remarks:Project:

Location: Stockpile Sample Number: 2

GET SOLUTIONS, INC.

Elizabeth City, North Carolina Figure

132.6 pcf Maximum dry density = 137.6 pcf

7.5 % Optimum moisture = 6.2 %

Gables Subdivision

GETSOLUTIONS, INC.

Elizabeth City, North Carolina

NCDOT Roadway Spec

PL= LL= PI=

D90= D85= D60=D50= D30= D15=D10= Cu= Cc=

USCS= AASHTO=

*

ABC Stone

1.0.75.5

.375#4#8#10#30#40#80

#200

95.781.163.659.748.738.635.924.521.515.2

9.7

72.0 - 100.0

51.0 - 83.0

35.0 - 60.0

20.0 - 50.0

10.0 - 34.0

3.0 - 13.0

NP NV NP

22.6974 20.5642 9.82185.1272 1.2049 0.17440.0791 124.12 1.87

GW-GM A-1-a

Proctor No.2

F.M.=4.85

S&S Group

Gables Subdivision

EC17-248T

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: StockpileSample Number: 2 Date:

Client:Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?SIZE FINER PERCENT (X=NO)

PE

RC

EN

TFI

NE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

NCDOT Roadway Spec

% +3"Coarse

% GravelFine Coarse Medium

% SandFine Silt

% FinesClay

32.4 12.8 14.4 11.8 9.7

6in

.

3in

.

2in

.1½

in.

1in

.¾

in.

½in

.3/

8in

.

#4 #10

#20

#30

#40

#60

#100

#140

#200

Particle Size Distribution Report

Project:Project Location:Client:General Contractor: Temp. (˚F) 90Grading Contractor:

Spec Actual

1 4.0 143.4 2 98 100 x

2 6.6 149.8 2 98 100 x

3 2.8 141.9 2 98 100 x

Compaction Equipment Used: Proctor Number: 2Field Testing Procedure: Proctor Type:Field Testing Method: x Method A Depth: 6 inches Material Description:

Method B Depth: Backscatter Max. Dry Density (pcf): 137.6Optimum Moisture (%): 6.2

Moisture: Density: Make: Model:Troxler 3430

Remarks:

DryDensity

(pcf)

137.9

140.5

138.1

Proctor Data Not Complete

Vibratory RollerASTM D 6938

From Gables Place; Approx. 120' South x 8' West of EOP

General Test Location:

2" BFG

2" BFG

2" BFG

From Gables Place; Approx. 380' South x 5' East of EOP

From Gables Place; Approx. 550' South x 6' West of EOP

S & S Group

EC17-248T

Roadway (Britton Way)Sunny

Moyock, North Carolina B. Gallop

Weather:Job Number:Technician:

S & S GroupS & S Group

COMPACTION TEST REPORT

6/29/18Date:

PAGE 1 OF 1

The Gables

G E T Solutions, Inc.106 Capital Trace; Unit EElizabeth City, North Carolina 27909Tel: (252) 335-9765Fax:(252) 335-9766

TestNumber

Moisture(%)

% Proctor Test Location(Grid, Coordinates, Roadway Station, etc.)Pass Fail Test

Elevation*ProctorNumber

WetDensity

(pcf)

ASTM D 698ABC Stone

Test locations and test elevations are approximate and are established in the field by theGET Solutions, Inc. technician.

* Note: BFF = Below Finish Floor, BFG = Below Finish Grade, FG = Finished Grade

Gauge Standardization Counts: Gauge Identification:Serial #:

GETSOLUTIONS, INC.

Elizabeth City, North Carolina

C&L Concrete JMF 12-1407-151; Type S 9.5B

PL= LL= PI=

D90= D85= D60=D50= D30= D15=D10= Cu= Cc=

USCS= AASHTO=

*

Imported Surface Mix Asphalt

.5.375#4#8#10#16#40#60#80

#100#200

100.094.976.359.356.047.634.923.212.3

9.04.4

50.0 - 66.0

2.9 - 7.9

NP NV NP

7.7430 6.4424 2.44341.3994 0.3219 0.19780.1608 15.20 0.26

SP A-1-b

Core G-2

Asphalt Content = 5.6%

F.M.=3.45

S & S Group, Inc.

The Gables

EC18-141T

Material Description

Atterberg Limits

Coefficients

Classification

Remarks

Location: Britton Way; Core G2Sample Number: 6 Date:

Client:Project:

Project No: Figure

SIEVE PERCENT SPEC.* PASS?SIZE FINER PERCENT (X=NO)

PE

RC

EN

TFI

NE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

C&L Concrete JMF 12-1407-151; Type S 9.5B

% +3"Coarse

% GravelFine Coarse Medium

% SandFine Silt

% FinesClay

0.0 0.0 23.7 20.3 21.1 30.5 4.4

6in

.

3in

.

2in

.1½

in.

1in

.¾

in.

½in

.3/

8in

.

#4 #10

#20

#30

#40

#60

#100

#140

#200

Particle Size Distribution Report