20120818 Ver 1_SMP Approval_20121009

i
Date: October 4, 2012
To: Sue Homewood
NC Division of Water Quality
Winston -Salem Regional
Office
585 Waughtown Street
Winston - Salem, NC 27107
r
stm ,mall
Associates, PLLC
From: Victoria Waldron Small, PE
Westcott, Small & Associates, PLLC
125 S. Elm Street, Suite 606
Greensboro, NC 27401
We are sending you ® attached ❑ under separate cover the following items:
❑ Shop Drawings ❑ Estimate
Fa Prints F1 Snerifinnti
Contracts
Copy of Letter
Disk
# COPIES
DRAWING NO
DESCRIPTION
DISPOSITION
2
GTCC Aviation Classroom
For Your Use
Building Approved Stormwater
Plans
REMARKS:
OCT
cc: File
125 S. Elm Street, Suite 606 • Greensboro, North Carolina 27401 • phone: [phone] • web: www.wsaaeng.com

* * * ** LANDSCAPE APPROVAL AND INSPECTION * * * **
❑ A LANDSCAPE PLAN (which depicts the plant types and locations) Must Be
Submitted To The Planning Department For Review And Approval On or Before
(90 Days).
® THE Required LANDSCAPE PLANT MATERIAL Must Be Installed And Inspected
Prior To Receiving A Certificate of Occupancy.
To request an inspection contact Landscape /Watershed Planner of 336- 373 -2918
* * * ** TREE PRESERVATION APPROVAL AND INSPECTION * * * **
® The Required TREE PROTECTION FENCING Must Be Installed and Inspected
Prior to Land Disturbance.
To request a pre- construction meeting contact the Urban Forester at 336- 373 -2150
O THE Required REFORESTATION AREA Must Be Installed And Inspected Prior To
Receiving A Certificate of Occupancy.
* * * ** ZONING APPROVAL AND INSPECTION * * * **
® The Required Parking Spaces And Drive Aisles Must Be PAVED And
STRIPED Prior To Receiving a Certificate of Occupancy.
O Tank Permit required*
(Contact Zoning Office Office at 336 - 373 -2630)
❑ Sign Permit required*
(Contact Zoning Office at 336 - 373 - 2630).
* * * ** WATERSHED APPROVAL AND INSPECTION * * * **
® A FINAL PLAT Must Be Recorded In The Guilford County Register Of Deeds
Prior To Receiving A Certificate of Occupancy.
® Construction of the WATER QUALITY DEVICE (POND) Must Be Complete
and the "Engineer's Certification of Completion" Sent 710 The Planning
Department Prior To Receiving A Certificate of Occupancy.
* * * ** FLOODPLAIN APPROVAL * * * **
❑ Elevation Certification Required
® A Floodpalin Development Permit is required for ANY disturbance within
the floodploin /SFHA area. Contact Stormwater for a Floodplain
Development Permit Application.
* * * ** SOIL EROSION CONTROL * * * **
(Contact Erosion Control Officer at 336 - 373 -2158)
O Watershed Pond Construction /Surety Or Improvement Guarantee Must
Be Submitted.
* * * ** ENGINEERING CONSTRUCTION APPROVAL * * * **
(Contact Engineering Division at 336- 373 -2302)
• Utility Construction Plan Approval Required*
• Pavement Cut Permit May Be Required*
• Roadway Construction Plans Required*
• Storm Sewer System.
• Permit Required To Tie Into Storm Sewer System
• Driveway Culvert Inspection Required.
* * * ** WATER RESOURCES CONSTRUCTION APPROVAL * * * **
(Contact Resources at 336- 373 -2055)
Water System*
® State Water Permit Required.
❑ Outside City - Utility Agreement And Annexation Petition Required.
Sanitary Sewer System*
® State Sanitary Sewer System Permit Required.
❑ Outside City - Utility Agreement And Annexation Pe'ition Required.
*Fee required before construction plans are released.
* * * * *TO BE FILLED OUT BY DESIGNER * * * **
* * * ** PROJECT SUMMARY * * * **
Minimum Number Of Required Parking Spaces: 157
Total Number Of Provided Parking Spaces: 157
Plat book and /or Deed b Qok� R ,
Referen PB 1181 PG 29 DB 6957 PG 2510
RADA ROAD SUB- COLLECTO
Street Classification (s): CHIMNEY ROC ROAD Ml'NOR OROUGHFARE ,
OLD STAGE COACH TRAIL LOCAL
Developer's Name: GUILFORD TECHNICAL COMMUNITY COLLEGE, Dan Sitko
Address: 601 HIGH POINT RD., JAMESTOWN, NC 27282
Daytime Phone Number: (336) 334 -4822, EXT. 2553
Existing Land Use: VACANT SIC #: 0000
Stormwater Management /Watershed
Stormwater Control /Improvements(s) WET POND
Maximum Amount of BUA Allowed Per Stormwater Control
Design: 12.96 AC (70 %)
Distance to Nearest Floodway. ON SITE
On -site soil types(s): MhG2, Mh82,
Hydrology groups(s): _B
Amount of site to be disturbed: 11.59 ACRES 054.68%)
* * * ** FINANCIAL RESPONSIBILITY ACKNOWLEDGEMENT * * * **
GUILFORD TECHNICAL COMMUNITY COLLEGE is to provide a one year
warranty to guarantee the public improvement from failure due to faulty
workmanship or materials. Once the project is complete, this individual or
corporation will be required to sign a no agreement, upon completion
and return of this agreement, they will receive a final acceptance letter and
the year warranty will begin. The City of Grelensboro will not release bonds
or accept public Infrastructure for maintenance without a final inspection.
Financial Responsibility Individual or Corporation Signature
ADDRESS: 601 HIGH POINT RD.
JAMESTOWN, NC 27282
TELEPHONE: [phone], EXT. 2553
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
COLLECTION SYSTEM EXTENSION PERMIT APPROVAL
PROJECT ORIGIN: O CITY ® PRIVATE
TYPE OF PROJECT: O CITY OWNED Z PRIVATELY OWNED
❑ PORTIONS PUBLIC AND PRIVATELY OWNED
PER ARTICLE 21 OF CHAPTER 143 OF THE NORTH CAROLINA GENERAL
STATUTES, AS AMENDED, AND OTHER LAWS, RULES AND REGULATIONS,
PERMISSION IS HEREBY GRANTED BY THE CITY OF GREENSBORO, A
DELEGATED PERMITTING AUTHORITY APPROVED BY THE NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION, FOR THE CONSTRUCTION AND
OPERATION OF THE COLLECTION SYSTEM DEPICTED ON THESE PLANS AND
THROUGHOUT THE PERMITTING PROCESS.
CITY OF GREENSBORO AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STA:`TEMENTS, OR FINDING AND
CORRECTING ANY ERRORS OR DEFICIENCIES SUBMITTED BY APPLICANTS
OR THEIR CONSULTANTS, AND DISCLAIMS ANY LIABILITY FOR ERRORS, IN
ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE 13OA -26.2. ANY
PERSON WHO KNOWINGLY MAKES ANY FALSE STATEMENT,
REPRESENTATION, OR CERTIFICATION IN ANY APPLICATION OR DESIGN
DOCUMENTS SHALL BE GUILTY OF A CLASS 2 hMISDEMEANOR, WHICH MAY
INCLUDED A FINE NOT TO EXCEED $10,000 PEP, VIOLATION.
PERMITTEE SHALL BE RESPONSIBLE FOR ADHER'ANCE TO ALL CONDITIONS
OF THE CITY OF GREENSBORO WATER RESOURCES DEPARTMENT AS
CHECKED.
O WASTEWATER COLLECTION SYSTEM EXTENSION MASTER PERMIT
(PUBLIC)
® INDIVIDUAL WASTEWATER COLLECTION SYSTEM EXTENSION
PERMIT (PRIVATE)
ANY SIGNIFICANT CHANGES (SIZE, TYPE, CONNECTIONS, LENGTH,
ALIGNMENT, ETC.) TO THAT APPROVED ON THESE PLANS OR PERMITTING
DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY OF
GREENSBORO PRIOR TO CONSTRUCTION.
APPROVED BY:
COG PERMIT NO. WRCS00
CITY 0F GREENSBORO
APPROVAL DATE:
COVER SHEET APPUCA110N FORM (Revised July 18, 2007)
Greensboro City Planning Department
Mailing Address P.O. Box 3136, Greensboro, NC 27402 -3136
Office Address: 300 West Washington Street, Greensboro. NC 27402
If you have any questions about the process call Nicole Word with the Planning Department at 336- 412 -5757
PLAN TYPE:
REVIEW FEE:
Site Plans
=400 plus $20 per 1,000 sq. ft. gross floor area
Multifamily Developments
=400 plus $25 per dwelling unit
Single Family Subdivisions
=260 plus 440 per lot
Minor Revisions
=260 plus the per lot, square footage, or dwelling unit listed below applied to any
increase.
Submit 14 copies of plans to the Planning Department for review.
Plan review takes 7 -10 working days; the Planning Department staff will contact you when your plan is ready.
1 5.82 oc
PROJECT SUMMARY.•
Owner A Iicant: GUILFORD TECHNICAL COMMUNITY COLLEGE
Report Comments to: TORI SMALL
Telephone Number 336 310 -1481 Fax Number.
N
E -Mall: tsmollOwsaaen .com
Report Comments to:
Telephone Number. Fax Number.
o
E —Moil:
Tax Mo lock orcel #(s) 00-94-7027-0-0,962-00-002
Total Tract Acreage:
Zoning District: -PI
Watershed Designation: HORSEPEN CREEK GWA
Proposed Use: EDUCATIONAL
Number of Lots: 1
Multifamily Developments: # of Units N/A
Type: !V A Apartments NIA Townhomes NIA Condominiums NIA
Non - Residential Devel ers: Existin GFA —Proposed GFA
Amout of Existin BUA: 0 SF
Amount of ro osed BUA: 2.00 AC 9.089
PROJECT SUBMISSION GUIDELINES
Plans submitted to the Planning Department that do not Include the Items on the Design Review Application Form will
not be rewiewed, and will be returned to the contact person.
This portion of the cover steet must be filled out and signed by the person designating the site to show that he /she
has read and provided the required information to submit a plan to the Planning Department.
1 have read, understood and completed the attached plan to the best of my knowledge and ability.
Name: TORT SMALL Phone: 336.310.WSAA Date: 2/1/12
Date Map Revised:
ALLOCATION CHART:
* * * ** TRANSPORTATION APPROVAL * * * **
(Contact GDOT at 336 - 373 -GDOT)
Driveway Permit:
❑ City of Greensboro Driveway Permit Required
® N.C. Department Of Transportation Driveway Permit Required.
Driveway Permit Issued? YES
NO, DO NOT ISSUE BUILDING PERMIT
N/A
* * * ** SUBDIVISION APPROVAL * * * **
❑ A FINAL PLAT Must Be Recorded In The Guilford County Register
Of Deeds Prior To Issuance Of A Building Permit.
Final Plat Recorded? YES
NO, DO NOT ISSUE PERMIT.
N/A
VICINITY MAP (NTS)
The items checked below have not been included on this plan being submitted for
Technical Review Committee review and ap roval. It is understood that additional
reviews in the development process (inc3ud ng construction and utility plan review,
as indicated below) could affect the amount of development possible on this site
and the costs associated with this development:
❑ Sidewalk, Road Widening and Turn Lanes
Required sidewalk along existing streets, required road widening, and /or required
tum lanes have not been depicted and their design has not been reviewed.
understand that the review and approval of sold Improvements will occur during
the construction and utility pion process.
❑ Water and Sanitary Sewer
Full design information for the proposed water and sanitary sewer system
hoe not been depicted and their design has not been reviewed. I understand
that the review and approval of sci�d improvements will occur during the
construction and utility pion review process.
❑ BMP
Full design Information for the proposed water quollty /quontlty device (BMP)
has not been depicted and Its design has not been reviewed. I understand
that the review and approval of said Improvements will occur during the
construction and utility plan review process.
Cl STORM SEWER
Full design information for the storm sewer system and /or gradingg has not
been depicted and its de�lgn has not been reviewed. I understood that the
review and approval of said improvements will occur during the construction
and utility plan review process.
TORT SMALL
Individual Responsible for Preparation of the Plan Signature / Seal
P -0m
Watershed Plan Approved By The Technical Review
Committee (TRC) on
and /or Site Plan Subdivision, Group Development,
Approved by 7T , an
c /1,,��� . ( 2010 -1684
TRACKING NUMBER �---
NOTE: TRC approval represents the
maximum possible development of the site.
Additional reviews in the development
process (including Construction Plan review)
could reduce the amount of development
possible on this site.
NOTE: Conformance With This Approved
Plan Is Your Resposibility; And Any
Change In Land Use, Lot Lines, Building
Location, Parking, Drives, Utility Lines,
Landscaping, etc. Must Be Resubmitted To
The Planning Department To Eliminate
Delay In the Review Process.
(CLERK OF '40E TRC) (DATE)
ON SITE
OFF SITE
TOTAL
DRAINAGE AREA TO POND
11.19 oc
7.34 ac
18.52 oc
MAX BUILT UPON AREA PER POND
7.82 ac
5.14 oc
12.96 ac
BUILT UPON AREA PER THIS PLAN
2.00 ac
4.33 oc
6.33 ac
BUILT UPON AREA BANK
1 5.82 oc
0.81 oc
6.63 ac
* * * ** TRANSPORTATION APPROVAL * * * **
(Contact GDOT at 336 - 373 -GDOT)
Driveway Permit:
❑ City of Greensboro Driveway Permit Required
® N.C. Department Of Transportation Driveway Permit Required.
Driveway Permit Issued? YES
NO, DO NOT ISSUE BUILDING PERMIT
N/A
* * * ** SUBDIVISION APPROVAL * * * **
❑ A FINAL PLAT Must Be Recorded In The Guilford County Register
Of Deeds Prior To Issuance Of A Building Permit.
Final Plat Recorded? YES
NO, DO NOT ISSUE PERMIT.
N/A
VICINITY MAP (NTS)
The items checked below have not been included on this plan being submitted for
Technical Review Committee review and ap roval. It is understood that additional
reviews in the development process (inc3ud ng construction and utility plan review,
as indicated below) could affect the amount of development possible on this site
and the costs associated with this development:
❑ Sidewalk, Road Widening and Turn Lanes
Required sidewalk along existing streets, required road widening, and /or required
tum lanes have not been depicted and their design has not been reviewed.
understand that the review and approval of sold Improvements will occur during
the construction and utility pion process.
❑ Water and Sanitary Sewer
Full design information for the proposed water and sanitary sewer system
hoe not been depicted and their design has not been reviewed. I understand
that the review and approval of sci�d improvements will occur during the
construction and utility pion review process.
❑ BMP
Full design Information for the proposed water quollty /quontlty device (BMP)
has not been depicted and Its design has not been reviewed. I understand
that the review and approval of said Improvements will occur during the
construction and utility plan review process.
Cl STORM SEWER
Full design information for the storm sewer system and /or gradingg has not
been depicted and its de�lgn has not been reviewed. I understood that the
review and approval of said improvements will occur during the construction
and utility plan review process.
TORT SMALL
Individual Responsible for Preparation of the Plan Signature / Seal
P -0m
Watershed Plan Approved By The Technical Review
Committee (TRC) on
and /or Site Plan Subdivision, Group Development,
Approved by 7T , an
c /1,,��� . ( 2010 -1684
TRACKING NUMBER �---
NOTE: TRC approval represents the
maximum possible development of the site.
Additional reviews in the development
process (including Construction Plan review)
could reduce the amount of development
possible on this site.
NOTE: Conformance With This Approved
Plan Is Your Resposibility; And Any
Change In Land Use, Lot Lines, Building
Location, Parking, Drives, Utility Lines,
Landscaping, etc. Must Be Resubmitted To
The Planning Department To Eliminate
Delay In the Review Process.
(CLERK OF '40E TRC) (DATE)
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v MIN 1% SLOPE
�-/
�/ / EMERGENCY
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PRA'_
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\ .\) PROP. SS-US < `
\ _ TP- E V. =818.00 'Q '
INV. IN= 810.20
\� �\N V. OUT= 810.00
47D
cG,
A0
,9 0 x
Amny3e' x i/4' 11MCIC AUIMI NIM
m TD( PLATES EACM WAY.
WELD ALL INTERSECTIONS
24' C.A.A.P.
PLACE THE FILTER DIAPHRAGM
EMBANKMENT D AS FAR DOWNSTREAM AS
P�BLL EA A MIN.
AS MA OR i�
W u - -FE.TER DIAPHRAGM
e/a' OLL At1RMINLA1 Roos • 12' OC
EACH WAY. TYPICN.
MELD ALL INTERSECIKIN3
KEY
OR
PROPOSED 3e' OIA. 10 GAUGE
3' x 1' CORRUGATED ALIANI UM
TRASH RACK SKIRT
PROPOSED Mr OIA. 10 GAUGE
3' x 1' OORRUOATED ALLIU
TRASH RACK SKIRT
10'
TOP OF DAM r 818.00
3
LOCKABLE OR REMOVABLE
EMERGENCY SPILLWAY
,/-LOCKABLE OPERATOR
EL 816.88 100 YR. POOL 816.50
-' 10 YR. POO.: 815.88
DAM MATERIAL 2 YR, PO:)t- 815_45 3e' OW 10 GAUGE 3'x1•
HIGHLY IMPERVIOUS CLAY calexIOAM AUJMINLIM
COMPACTED TO 95X 3 10 :1 SLOPE RISER TOP ELEV. 815 THIS � °msµ
STANDARD PROCTOR 11
BE1409 TOP 814.50 1/Z' u-eaT
PERMANENT POOL 814. SHWT: 813.5
FILTER
DIAPHRAGM - BOTTOM 8'1:350
(SEE DETAIL, THIS SHEET) 2
3WAlER QUALITY $14.00
3 1 / EX. GRADE � '
F 1-000' �' rPElW7EL- : 814.00
� 4' C:AI1.P. RISER
• "- e• c Aa P. BARRt9 �
CLASS I ' -�' 00 00t L . 6
RIP -RAP / 0 0.� TOP OF SEDIMENT STORAGE: 810.00 0 o.Rlwc � o LIFT FRAW
/ CAAP PIPE -
' w 3000
BOTTOM OF POND EL: 809.00 sn►. a.: eta
INV.: 810.50 „�- ' __.._ - -- 1 INV.: 811.00
KEY TRENCH COMPACTED . `•'
TO 95% STANDARD PROCTOR 5' CONCRETE
ANTI - FLOATATION FOOTING I CONCRETE RISER BE ON
r tC SQUARE UMDtSTURII D SOL
T ICAL DA110/I CROSS-SECTION RISER PIPE DETAIL
N.T.S. N.T.S.
PROPOSED 24'
CA". F
PLAN
i
ELEVATION
EACH WAY, TYPICAL
WW ALL Ni1ERSECTIONS
P' A !- , t
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM
RUNOFF.
2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON Fits.).
8. IMMEDIATELY AFTER 11'5 CONSMC110N, APPROPRIATELY SEED AND MULCH THE
ENTIRE DISTURBED AREA OF THE SPREADER.
- FILTER FABRIC
3" #57 STONE
2.5' DEEP
CLASS -1 RIPRAP
LEVEL SPREADER DETAIL
N.T.S.
PERMANENT POOL EL 814.00
F=l
I RIP -RAP BAFFLE
-11 F-1 I El 11-111-111-111-111-111
BAFFLE DETAIL
SPILLWAY
DEPTH I
EL: 809.00
VEGETATED BENCH PLANTING CALCULA TIavS:
VEGETATED BENCH AREA - 6,826 SO. FT.
6826 / 200 - 34.13 x 50 - 1706 HERBACEOUS PLANTS
PLANTS MUST BE AT LEAST 4 CUBIC -INCH CONTAINER (EQUIVALENT TO
2 FT ON CENTER MINIMUM, 1.5 FT ON CENTER RECOMMENDED)
NOTES:
1.) PLANTS ARE RECOMMENDED, AND CAN BE SUBS7777JTED WITH
SIMILAR PLANT BASED ON NURSERY AVAILABILITY OR OWNER
DESIRE OR PREFERENCE
2.) UTILIZED DENR RECOMMENDED PLANT UST FOR SHALLOW
LAND.
VEGETATED BENCH PLANTING CHART
QTY.
BOTANICAL NAME
COMMON NAME
SHALLOW WATER ZONE
INSPECT BANK EMBANKMENT FOR EROSION AND
REPAIR AS NEEDED
QUARTERLY
HER C OU
QUARTERLY
INSPECT TRASH RACK, PRINCIPAL AND EMERGENCY
SPILLWAYS FOR TRASH, BLOCKAGE
1
IRIS VIRUrNT(W-
BLUE G IRIS
213
PELTANDRA VIRGINICA
ARROW ARUM
213
ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
214
SAGITTARIA LATIFOUA
DUCK POTATO
� ZV
SHALLOW LAND ZONE
VICINITY MAP (N.T.S.)
HERBACEOUS
SITE INFORMATION
213
CAREX TENERA
QUILL SEDGE
213
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
213
LOBELIA CARDINAUS
CARDINAL rMWER"-
214
LOBELIA SIPHILRICA
GREAT BLUE LOBELIA
SUGGESTED MAINTENANCE SCHEDULE FOR WET DETENTION PONDS
DESCRIPTION
FREQUENCY
MOW/MAINTAIN BUFFER VEGETATION
QUARTERLY
INSPECT BANK EMBANKMENT FOR EROSION AND
REPAIR AS NEEDED
QUARTERLY
INSPECT PIPE INLET ND OUTLET AREAS FOR
UNDERCUTTING/EROSION - REPAIR AS NEEDED
QUARTERLY
INSPECT TRASH RACK, PRINCIPAL AND EMERGENCY
SPILLWAYS FOR TRASH, BLOCKAGE
AFTER LARGE STORMS
INSPECT STRUCTURAL INTEGRITY OF OUTFLOW
DEVICE
ANNUALLY
INSPECT SEDIMENT ACCUMULATION
ANNUALLY
CHANNEL SLOPE - D
NOTE: THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE
REQUIRED PRIOR TO THE FINAL PLAT OR CERTIFICATE OF OCCUPANCY.
THE STORMWATER CONTROL IS TO BE INSPECTED TO ENSURE IT IS
FUNCTIONING AS DESIGNED AND HAS FULL DESIGN VOLUME PRIOR TO
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
NOTE: THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE
STORMWATER CONTROL(S) ACCORDING TO THE APPROVED MAINTENANCE
PLAN AND OIRECTIONOF THE CITY OF GREENSBORO.
NOTE: THE CITY OF GREENSBORO AND THEIR ASSIGNS HAVE THE
RIGHT TO ACCESS THE STORMWATER CONTROL(S) FOR INSPECTIONS OR
MAINTENANCE, AS NECESSARY
ENGINEER'S STATEMENT OF POND AND DAM SAFTEY
THE STORMWATER POND AND DAM SHOWN ON THIS PLAN SATISFIES
REQUIREMENTS OF NORTH CAROLINA STATE DAM SAFTEY LAW OF 1967
(AS AMENDED THROUGH 1995) AND THE RULES ANF REGULATIONS AS
PRESENTED IN THE NORTH CAROLINA ADMINISTRATIVE CODE TITLE 15A,
SUBCHAPTER 2K - DAM SAFTEY. EVEN IN THE CASE WHERE THE DAM
SHOWN ON THIS PLAN IS DETERMINDED BY THE STATE TO BE EXEMPT
FROM THE ABOVE NOTED DAM SAFTEY REQUIRMENTS,1. AS THE
QUALIFIED DESIGN ENGINEER, STATE THAT THE POND AND DAM ARE
DESIGNED TO BE SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC
HEALTH, SAFTEY, WELFARE, AND DOWNSTREAM PROPERTY. I
UNDERSTAND THAT THIS STATEMENT AS THE DESIGN ENGINEER SHALL
NOT RELIEVE THE OWNER OR OPERATOR OF THE POND AND DAM FROM
THE LEGAL DUTIES, OBLIGATIONS, AND LIABILITIES ARISING FROM SUCH
OWNERSHIP OR OPERATION.
THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN IS
DESIGNED TO REDUCE THE POST - DEVELOPMENT 2 -YEAR 24 HOUR
STORM EVENT AND THE 10 -YEAR 24 STORM EVENT TO
PRE - DEVELOPMENT RATES.
ENGINEER'S STATEMENT OF POND AND DAM SAFETY:
IN ACCORDANCE WITH THE REQUIREMENTS IN ARTICLES GS 143- 215.25A
AND 143 - 215.26 OF THE NC DAM SAFETY LAW AND NC ADMINISTRATIVE
CODE 15A NCAC 2K .0200, THE REGIONAL ENGINEER IN THE
WINSTON -SALEM REGIONAL OFFICE E THE NC STATE'S LAND QUALITY
SECTION HAS BEEN / WILL BE CONTACTED FOR THE DETERMINATION OF
WHETHER THE PROPOSED DAM IS GOVERNED BY OR EXEMPT FROM THE
DAM SAFETY LAW.
ENGINEER'S CERTIFICATION OF STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAIN FROM AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER SECTION 30-7 -1.12 OF THE
GREENSBORO DEVELOPMENT ORDINANCE IS CONTROLLED BY A
PERMANENT ENGINEERED STORMWATER QUALITY CONTOL THAT HAS BEEN
DESIGNED TO MEET OR EXCEED THE REQUIREMENTS IN THE GREENSBORO
STORMWATER MANAGMENT MANUAL
P.E. SEAL
SIGNATURE
DATE
P -0576
ENGINEER'S CERTIFICATION OF STORMWATER CONTROL. COMPLETION
I CERTIFY THAT. PURSUANT TO GENERAL ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
THE STORMWATER CONTOL(S) LABELED AS
B THIS PLAT (OR ON NAME E IN THE AOFFl EC OF THE GUILFORD
COUNTY REGISTER OF DEEDS HAS BEEN COMPLETED IN CONFORMANCE
WITH THE PLANS AND SPECIFICATIONS APPROVED ON
HAS IT'S FULL DESIGN VOLUME AVAILABLE. AND IS FUNCTIONING AS
DESIGNED.
P.E. SEAL
SIGNATURE
DATE
64,b,
Piedmont
A
B
C
D
(FT)
(FT)
(FTC
3.0
10
1.73
0.00
NOTE: THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE
REQUIRED PRIOR TO THE FINAL PLAT OR CERTIFICATE OF OCCUPANCY.
THE STORMWATER CONTROL IS TO BE INSPECTED TO ENSURE IT IS
FUNCTIONING AS DESIGNED AND HAS FULL DESIGN VOLUME PRIOR TO
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
NOTE: THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE
STORMWATER CONTROL(S) ACCORDING TO THE APPROVED MAINTENANCE
PLAN AND OIRECTIONOF THE CITY OF GREENSBORO.
NOTE: THE CITY OF GREENSBORO AND THEIR ASSIGNS HAVE THE
RIGHT TO ACCESS THE STORMWATER CONTROL(S) FOR INSPECTIONS OR
MAINTENANCE, AS NECESSARY
ENGINEER'S STATEMENT OF POND AND DAM SAFTEY
THE STORMWATER POND AND DAM SHOWN ON THIS PLAN SATISFIES
REQUIREMENTS OF NORTH CAROLINA STATE DAM SAFTEY LAW OF 1967
(AS AMENDED THROUGH 1995) AND THE RULES ANF REGULATIONS AS
PRESENTED IN THE NORTH CAROLINA ADMINISTRATIVE CODE TITLE 15A,
SUBCHAPTER 2K - DAM SAFTEY. EVEN IN THE CASE WHERE THE DAM
SHOWN ON THIS PLAN IS DETERMINDED BY THE STATE TO BE EXEMPT
FROM THE ABOVE NOTED DAM SAFTEY REQUIRMENTS,1. AS THE
QUALIFIED DESIGN ENGINEER, STATE THAT THE POND AND DAM ARE
DESIGNED TO BE SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC
HEALTH, SAFTEY, WELFARE, AND DOWNSTREAM PROPERTY. I
UNDERSTAND THAT THIS STATEMENT AS THE DESIGN ENGINEER SHALL
NOT RELIEVE THE OWNER OR OPERATOR OF THE POND AND DAM FROM
THE LEGAL DUTIES, OBLIGATIONS, AND LIABILITIES ARISING FROM SUCH
OWNERSHIP OR OPERATION.
THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN IS
DESIGNED TO REDUCE THE POST - DEVELOPMENT 2 -YEAR 24 HOUR
STORM EVENT AND THE 10 -YEAR 24 STORM EVENT TO
PRE - DEVELOPMENT RATES.
ENGINEER'S STATEMENT OF POND AND DAM SAFETY:
IN ACCORDANCE WITH THE REQUIREMENTS IN ARTICLES GS 143- 215.25A
AND 143 - 215.26 OF THE NC DAM SAFETY LAW AND NC ADMINISTRATIVE
CODE 15A NCAC 2K .0200, THE REGIONAL ENGINEER IN THE
WINSTON -SALEM REGIONAL OFFICE E THE NC STATE'S LAND QUALITY
SECTION HAS BEEN / WILL BE CONTACTED FOR THE DETERMINATION OF
WHETHER THE PROPOSED DAM IS GOVERNED BY OR EXEMPT FROM THE
DAM SAFETY LAW.
ENGINEER'S CERTIFICATION OF STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAIN FROM AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER SECTION 30-7 -1.12 OF THE
GREENSBORO DEVELOPMENT ORDINANCE IS CONTROLLED BY A
PERMANENT ENGINEERED STORMWATER QUALITY CONTOL THAT HAS BEEN
DESIGNED TO MEET OR EXCEED THE REQUIREMENTS IN THE GREENSBORO
STORMWATER MANAGMENT MANUAL
P.E. SEAL
SIGNATURE
DATE
P -0576
ENGINEER'S CERTIFICATION OF STORMWATER CONTROL. COMPLETION
I CERTIFY THAT. PURSUANT TO GENERAL ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
THE STORMWATER CONTOL(S) LABELED AS
B THIS PLAT (OR ON NAME E IN THE AOFFl EC OF THE GUILFORD
COUNTY REGISTER OF DEEDS HAS BEEN COMPLETED IN CONFORMANCE
WITH THE PLANS AND SPECIFICATIONS APPROVED ON
HAS IT'S FULL DESIGN VOLUME AVAILABLE. AND IS FUNCTIONING AS
DESIGNED.
P.E. SEAL
SIGNATURE
DATE
64,b,
Piedmont
Triad
International
OAirport
YV pAendtY pve
� ZV
VICINITY MAP (N.T.S.)
SITE INFORMATION
EX. ZONING
CD -PI
CURRENT LANDUSE
VACANT
PROP. LANDUSE
EDUCATIONAL
TAX MAP NUMBER
00 -94- 7027 -0- 0962 -00 -002
DEED REFERENCE
BK 6957, PG 2570
PLAT REFERENCE
BK 181, PG 29
TOTAL AREA
22.02 AC
WATERSHED
HORSEPEN CREEK WSIII
AVERAGE SLOPE
390
DISTANCE TO
NEAREST FEMA
ON SITE
FLOOD PLAIN
SOILS
MhG2, MhB2
EX. GROSS
FLOOR AREA
0.00 SF
PROP. GROSS
41,838 SF
FLOOR AREA
ACREAGE
PERCENTAGE
DISTURBED
9.98 AC
45.329
UNDISTURBED
11.59 AC
54.689
EX. BUA
0.00 AC
0.009
PROP. BUA.
2.00 AC
9.089
TOTAL BUA
2.00 AC
9.089
EX. PERVIOUS
22.02 AC
100.00%
PROP. PERVIOUS
-2.00 AC
-9.08%
TOTAL PERVIOUS
20.02 AC
90.929
PARKING INFORMATION
TOTAL
_ 10 SPACES
SPACES
CLASSROOM SPACE - 21 CLASSROOMS x 7 - 147 SPACES
157
157 SPACE REQUIRED 157 SPACES PROVIDED
6 RANDICAP SPACE REQUIRED, 6 SPACES PROVIDED
UTILITY INFORMATION
SIZE TYPE LOCATION
SANITARY SEWER
8" VCP RADAR ROAD
WATER
16" DI BALLINGER ROAD
STORM SEWER
XXX XXX XXX
ELECTRIC
XXX OHW OLD STAGE COACH TRAIL
OWNER INFORMATION
OWNER/DEVELOPER:
GUILFORD TECHNICAL COMMUNITY COLLEGE
P.O. BOX 309
JAMESTOWN NC 27282
CONTACT: 6AN' SITKO
PHONE: [phone], EXT. 50494
FAX: [phone]
LEGEND
X NAL SET/FOUND
O IRON PIPE FOUND
0 IRON PIPE SET
® NC DOT RWNT -7 -WAY DISC
a UTILITY POLE Dine Legend
UTILITY POLE SANITARY SEVER LIFE
GUY WE (512E Ae TYPE AS NOTE1D
- -
05 SANITARY SEWER MANHOLE OVERHEAD UTILITY Olm am
-Q- SIGN TREE PROTECTION FENCE
® WATER METER TREEUNE
FIRE HYDRANT WATERLINE W
© GAS VALVE DMUE U E -- --
_
mu SPOT ELEVATIOML MEE PROTECTION LINE
N/F NOW OR FORMERLY PERM. EARTH BERM PCs Pee
E/P EDGE OF PAY04NT
DIP DUCTILE IRON PIPE
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 fL