SW7020723_HISTORICAL FILE_20020911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
J� HISTORICAL FILE
r
DOC DATE
-xmlovi
YYYYMMDD

! &AUG-28-2002 17=16
P.02/04
CLIENT:
PROJECT:
WEATHER:
TITAN JOB NO.:
DATE: 08/28/02
TITAN ATLANTIC GROUP
I I I-C W, FIRE TOWER RD.
WINTERVILLE, N.C. 28590
TELEPHONE [phone]V
Hite and Associates
Bio Retention Area; Havelock High School Expansion
������®
Havelock, North Carolina
Cloudy and warm with rain SEP 1 12002
2058b-$0
DWQ-VVARO
PERSONNEL: Bob Neel
As requested by Mr. Steve Janowski, representing Hite and Associates, a representative
of Titan Atlantic Group, Inc. was on site today to advance hand auger borings at the bio
retention area to a depth of at least five feet below the existing site grade. The purpose of
the hand auger exploration was to classify the existing soils, to determine the
approximate depth to the seasonal high water table and to collect a soil sample for
laboratory testing.
Three hand auger borings were advanced at the approximate locations as indicated on the
attached sketch. Observations made were as follows:
Hand Anger Boring One — Soils at this location consist of one foot of topsoil,
underlain by dark brown, tan brown and gray silty fine sand to a depth of four feet.
At four feet, the soils transition to yellow tan and .Light brown slightly silty fine to
mediunh sand. These sandy soils extend to at least six feet. We encountered
groundwater at four feet; however, based on soil mottling and soil color, the depth to
the seasonal high water table appears to be at approximately 3.5 feet.
Hand Auger Boring Two — Soils at this location consist of one foot of topsoil,
underlain by dark brown, tan brown and dark gray clayey silty fine sand to a depth of
approximately three feet. At three feet, the soils transition to a yellow tan and light
brown silty to slightly silty fine to medium sand. These sandy soils extend to at least
six feet. We encountered groundwater at 3.5 to four feet; however, based on soil
mottling and soil color, the depth to the seasonal high water appears to be at
approximately 3.0 feet.

I 4-AUG-2e-2002 17:17
P.03/O4
Page 2
Fob Number: 20585-80
Date: August 28, 2002
Hand Auger Haring Three — Soils at this location consist Of one foot of topsoil,
underlain by dark brown, tan brown and dark gray clayey silty fine sand to a depth of
approximately 2.5 feet. At 2.5 feet, the soils transition to a yellow tan and light
brown silty to slightly silty fine to medium sand to a depth of at least six feet. These
sandy soils contain occasional thin lenses (six to eight inches thick) of green gray
clayey silt or silty clay. We encountered groundwater at three feet; however, based
on soil mottling and soil color, the depth to the seasonal high water table appears to
be at approximately 2.5 feet. A bull{ soil sample was collected from a depth of 2.5 to
4.0 feet. A standard Proctor compaction test and a remolded (approximately 90
percent of the standard Proctor maximum dry density) permeability test will be
performed on the sample collected today. The test results obtained are attached.
Mr. Steve Janowski was advised of the observations as discussed herein.
RESPECTFULLY SUBMITTED
TITAN ATLANTIC

�I —*AUG-28-2002 17: 17
TITAN t?,1�,47iyl�cG & L. fit
Engineering, Surveying, CnnsuuuGon & GonsuAing
5240 GREEN'S DAIRY R0AI7 • RALEIGH. NC 27616 • [phone] • FAX (919) B73.5555
111-C W, FIRE TOWER RO, • WINTERVILLE, NC 286D - [phone] • FAX (252) 353•GO02
1920 STARITA ROAD, SUITE J • CHARLOTTE, NC 28206 • [phone] • FAX {704) 509.1889
P.04/04
PROJECT NAME ry rf_4 v I
PROJECT NO,
COMPUTED WE --
CHECKED . DATE ._-__--..

Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
252-756-1390
To: NCDENR
934 Washington Square Mall
Washington, NC 27889
Date:
919102
Job No:
Attention:
Bill Moore
Re:
Havelock Auditorium Addition
We are sending you: 0 Attached ❑ Under separate cover via
❑ Drawings ❑ Plans 0 Prints ❑ Samples
❑ Letter
2
1
❑ Order ❑ Other
8/28/02 -R Print of Plans
8/28/02 Report.from Atlantic
C \�
Transmitted as checked below:
X❑ For approval ❑ Approved as noted ❑ Resubmit
❑ For your use ❑ Approved as submitted ❑ Submit
❑ As requested ❑ Returned for corrections ❑ Return
❑ For review ❑ Other
the following:
❑ Specifications
FECEIVED
SEP 1 1 20P
DWQ-WAR4
_ copies for approval
copies for distribution
corrected copies
Remarks: I have revised the design per our conversation. Please review at your earliest convenience.
Please contact me should you need any additional information
Signed: Oleoe