20091345 Ver 2_More Info Received_20100820

SeSEPI ETTER OF TRANSMITTAL
ENGINEERING GROUP ?? „?Y<f• ?V
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To: NCDENR-DWQ SEPI Engineering Group, Inc.
Attention: Annette Lucas 1025 Wade Ave
2321 Crabtree Blvd. Raleigh, NC 27605
Raleigh, NC 27604 Tel [phone]
Fax [phone]
Phone: Date: Site/Civil Group
919-733-1786 August 20, 2010
From: VIA:
David Whittington Drop-off
Subject: SEPI Project and Task No.:
Granville Medical Center SC09.006.00
We are sending you:
? Shop Drawings ? Prints E Plans ? Samples
? Specifications ? Copy of Letter ? Change Order ? Reports
? Checks
Copies Date Description
2 Sheets EX14B-05 and 06 showing phasing and impervious areas
2 2010-6-11 Hand Auger Soil Boring Report by Geotechnologies
These are transmitted as indicated helnw!
® For Approval ? As Requested ? Approved as Noted ? Returned after Loan
® For Your Use ? Approved as ? Returned for ? Resubmit Copies for
Submitted Corrections Approval
? For Review and ? For Your File
Comment
Other
Comments: Annette,
Please find the attached exhibits for your use in the GMC review. Please let me
know if you need anything else or have any questions.
Thanks,
Signed: Page:
1/1
1W GeoTechnologies, Inc.
Geotechnical and Construction Materials Testing Services
June 11, 2010
Mr. Brian J. Kraynak, PE, LEED AP
Sepi Engineering
1025 Wade Avenue
Raleigh, NC 27605
Re: Hand Auger Soil Boring
Granville Medical Center Stormwater BMP Pond
Oxford, North Carolina
GeoTechnologies Project No. 1-10-0339-EA
Mr. Kraynak,
Pursuant to your request, GeoTechnologies, Inc. has completed the authorized services for the above
referenced project. Our services were performed on June 9, 2010 and included advancing a hand auger boring
to a depth of five feet below grade at the location of the proposed stormwater BMP pond. As based upon
drawings provided by you, the proposed pond will be located approximately 200 feet east of the southeast comer
of the lower parking lot located south of the Family Medicine building (Suite 1012).
Based upon the drawings, the existing ground surface is near an elevation of about 450 feet. The ground
surface consisted of tall grass. The boring encountered a thin layer of topsoil followed by orange, brown silty
clay and clayey silt type soils. These soils were encountered to boring termination at a depth of about 5 feet
below existing grade. The soils were generally dry to slightly moist. No groundwater was encountered in the
boring upon boring completion.
GeoTechnologies, Inc. appreciates the opportunity to have provided you with our services on this phase
of the project. Please contact us if you should have questions regarding this letter or if we may be of any further
assistance.
Sincerely,
(0 -& it
.•`'PZN CAR^'f
QP 9l
SEAL
0 5955
Mark R.
on No. 25955 ?''•4;9?t' R P01%
3200 Wellington Court, Suite 108 • Raleigh, North Carolina 27615 • Phone [phone] • Fax [phone] • www.geotechpa.com
LEGEND GENERAL PHASING SEQUENCE NOTES:
1. EXISTING ER DROP OFF ROAD REMAINS UNALTERED AND IN SERVICE.
BOUNDARY LINE 2. THE HELIPAD MUST REMAIN ACCESSIBLE AT ALL TIMES FOR PATIENT TRANSFER
RIGHT OF-WAY 3. PARKING AND PEDESTRIAN ACCESS SHALL BE MAINTAINED FOR THE THREE MEDICAL
RAILROAD RIGHT-OF-WAY OFFICE BUILDINGS AND BRANTWOOD NURSING HOME FOR THE DURATION OF THE ~ ~ ` '
- - L07 LINE PROJECT.
- - - - - - - - - - - - EXISTING ROAD/SIDEWALK EASEMENT 8845 Red Oak Blvd.
- - PROP. CURB AND GUTTER PHASE 1 NOTES Charlotte, NC 28217-5593
PROP. CURB STOP
PROP. HANDICAP PARKING 1. INSTALL NEW DOMESTIC WATER 8e FIRE LINE CONNECTION IN FRONT OF HOSPITAL 704.523.2230 phone
- PROP. HELIPAD BUFFER WITH METER & BACKFLOW PREVENTERS. 704.523.2235 fax
PHASE 1 AREA 2. INSTALL NEW DOMESTIC WATER & FIRE LINE FROM MAIN IN COLLEGE STREET.
3. INSTALL UNDERGROUND UTILITIES FOR NEW ENERGY PLANT. 4. REDIRECT SANITARY SEWER FROM SOUTHWEST CORNER OF HOSPITAL THROUGH
PHASE 2 AREA BUFFER ZONES 1 AND 2 TO EXISTING MAIN.
5. REDIRECT SANITARY SEWER FROM HOSPITAL 8c MEDICAL OFFICE BUILDING TO
+ PHASE 3 AREA . EXISTING MANHOLE #4. ~VGINEEItiNG&CONSTRUCITON
PHASE 4 AREA 6. CONSTRUCT PARKING LOT B AND PART OF PARKING LOT A. RALEIgi, NORTH CAROLINA 919.789.9977
1025 Wade Ave. Raleigh, NC 27605
~7-~ PARKING AREAS ~ 1 - _ _L__L_1~ EXISTING PHASE 2 NOTES CHARLOTTE, NORTH CAROLINA
v~" Q° o 704.714.4880 www.sepiengineering.com
t,3 1. BEGIN WORK FOR NEW ENERGY PLANT. infoQsepiengineermg.com
0 0 2. CONTINUE CONSTRUCTION OF NEW LOOP ROAD AND PARKING LOT A. BEGIN
" AMBULANCE ONE BUILDING CONSTRUCTION IN PARKING LOT P4. e
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~;~;~H6ALTH SYSTEM PHASE 3 NOTES 't Quay=rycare...closeToxo~n~
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SHED 1. CONNECT NEW LOOP ROAD TO EXISTING ROAD. DIVERT TRAFFIC TO NEW LOOP Granville Medical Center
ROAD. 1010 College St.
2. CONSTRUCT PARKING LOT P3. Oxford, NC 27565
PHASE 4 NOTES
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LEGEND
® ~ ~ f \ ~ ~~,f', IMPERVIOUS AREAS NOTES:
- - BOUNDARY LINE l ,
RIGHT-OF-WAY i V"i ? 1. THE TOTAL EXISTING IMPERVIOUS
RAILROAD RIGHT OF WAY i~ ~ + + + IN THE IMPACTED AREA IS ~
1'L1NE l LO j ~ ; , i ~ ? EXISTING IMPERVIOUS 63,356 SF. ~ ~ ~ ~ ~ m + + + AREA = 63,356 SF 2. THE HELICOPTER PAD ~ a_9, ' ~ ~ _ _ w
EXISTING ROAD/SIDEWALK EASEMENT ® ~ t 1 IMPERVIOUS AREA CONTRIBUTION
- TER ~ PROP. CURB AND GUT ~ IS ATTRIBUTED IN THE SAND
PROP. CURB STOP i FILTER CALCULATIONS (0.08 AC), 8845 Red Oak Blvd.
tt , l~ ICAP PARKING PROP. HAND . ° ° , THUS THE TOTAL IMPERVIOUS IN Charlotte, NC 28217-5593
- - - - - - - - PROP. HELIPAD BUFFER / • PROPOSED IMPERVIOUS THE IMPACTED AREA IS 704.523.2230 phone ° . • • ° ` ° ° AREA = 66,772 SF ACTUALLY BEING REDUCED BY
PHASE 1 AREA ~ ° ° • APPROXIMATELY 89 SF. 704.523.2235 fax
(63,356+3,505-66,772=89 SF)
PHASE 2 AREA / 0
~ ~ BRANTWOOD
+ + PHASE 3 AREA Mb NURSING HOME EXISTING IMPERVIOUS THAT (NOT SHOWN) WILL BE TREATED
PHASE 4 AREA - 0 AREA = 3,505 SF ENGINEERING&C~NSTRUCIION
C~ RALpGH, NORTH CAROLINA
EXISTING PARKING AREAS S~e~ 919.789.9977
O~n~Q 1025 Wcde Ave. Raleigh, NC 27605
~ ONE CHARLOTTE, NORTH CAROLINA 704.714.4880
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~ GRANVILLE FAMILY ~ ° Tti ~ r ° +-I- ~ - ? ~ ~ ¦ 22 JANUARY 2010
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