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07-19-2016
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MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL (828) 5
ASHEVILLE, NC 28805 mlovoy@aeeashe.

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REVISION #
DESCRIPTION
DATE
1 .
PER NCDEQ COMMENTS
03-15-2016
2.
PER NCDEQ COMMENTS 03-28-2016
05-20-2016
3.
NCDWR STORMWATER PERMIT APPLICATION
06-10-2016
4.
REMOVE TEMP EC FEATURES, PER NCDWR COMMENTS 07-15-2016
07-19-2016
5.
CLARIFY CERTAIN FEATURES, PER NCDWR COMMENTS 07-26-2016
07-29-2016
6.
o a� dd0
NORTH CAROLINA FIRM NUMBER C-2849
PILOT COVE
STORMWATER PLAN;--,:
D
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' MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL [phone]
BREVARD, NC TRANSYLVANIA COUNTY ASHEVILLE, NC 28805 [e-mail]

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MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)
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NORTH CAROLINA FIRM NUMBER C-2849
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)

PROJECT TEAM INFORMATION
OWNER DEVELOPER:
�
LASTINGER PROPERTIES LLC
WALL, INV - INVERT, DS - DOWN SPOUT, SS - SANITARY
180A CROSS CREEK FARM ROAD
- STORM DRAINAGE, DIP -
FLETCHER, NC 28732
CONTACT:
LANE LASTINGER
EXISTING SEWER MANHOLE
[phone]
CIVIL ENGINEER:
ADVANTAGE CIVIL ENGINEERING
EXISTING SEWER CLEANOUT
34 BIG BEAR TRAIL
PROPOSED SEWER LINE
ASHEVILLE, NC 28805
CONTACT:
MIKE LOVOY P.E.
M
[phone]
SURVEYOR:
KEE MAPPING AND SURVEYING
�■■■■■■■■■■■■■■■■■■■
PO BOX 2566
----------------
ASHEVILLE, NC 28802
CONTACT:
BRAD KEE
00
[phone]
GENERAL NOTES:
1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CITY OF BREVARD AND NCDENR STANDARDS AND
SPECIFICATIONS.
2. ALL EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH CITY OF BREVARD AND NCDENR
STANDARDS AND SPECIFICATIONS.
3. MULTI - PHASE CONSTRUCTION.
4. ALL WORK SHALL BE PERFORMED BY A NORTH CAROLINA
LICENSED UTILITY CONTRACTOR.
S. CONTRACTOR TO COORDINATE EXACT LOCATION OF
PROPOSED AND EXISTING UTILITIES.
6. EROSION CONTROL IS FIELD PERFORMANCE BASED AND
ADDITIONAL SILT FENCES, TEMPORARY SEDIMENT BASINS,
AND ALL OTHER MEASURES MAY NEED TO BE ADDED IN
ADDITION TO THE APPROVED PLAN AS NECESSARY.
MEASURES SHOWN CAN AND SHOULD BE ADJUSTED TO
ASSURE MAXIMUM PROTECTION ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,
MAINTAINING, AND REMOVING ALL NECESSARY EROSION
AND SEDIMENTATION MEASURES.
8. CONTRACTOR TO FIELD VERIFY ALL PIPES AND DEPTHS
PRIOR TO ORDERING MATERIALS AND CONSTRUCTION.
9. ADD MEASURES AS NEEDED IN ENVIRONMENTALLY
SENSITIVE AREAS.
10. PROJECT LIES OUTSIDE 100 -YEAR FLOOD PLAIN.
1 1 . CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG
OF SITE CONDITIONS IN ACCORDANCE WITH NPDES PERMIT.
12. SOIL TYPE "B", DAVIDSON RIVER BASIN
13. ALL DISTURBED AREAS TO BE SEEDED WITHIN 14 WORKING
DAYS OF COMPLETION PER NCDENR AND CITY OF BREVARD
STANDARDS AND SPECS.
14. CONTRACTOR IS RESPONSIBLE FOR OBTAINING GRADING
AND EROSION CONTROL PERMIT FOR BORROW SITES.
15. ALL STORM OUTFALLS SHALL HAVE ONLY CLASS II LARGE
RIP -RAP FOR ALL APRONS UNLESS OTHERWISE SPECIFIED.
16. ALL AREAS TO BE GRADED TO DRAIN TO SEDIMENT BASIN
OR LOW ELEVATION AREAS.
17. AREAS AROUND CONCRETE FLUMES TO INCLUDE
BLUEGRASS SOD.
18. A LOCATION AND COPY OF A GRADING PERMIT WILL BE
REQUIRED FOR ANY OFF-SITE SOIL BORROW SITE OR
DISPOSAL SITE.
19. OWNER IS REQUIRED TO PROVIDE COMPACTION TESTING
REPORTS TO THE CITY OF BREVARD STORMWATER
SERVICES DIVISION INDICATING THAT FILL HAS BEEN
COMPACTED TO NOT LESS THAN 95% MAXIMUM DENSITY
(STANDARD PROCTOR) PER CITY OF BREVARD STANDARDS
AND SPECIFICATIONS.
20. ALL HDPE STORM DRAIN PIPE TO CONFORM TO AASHTO
M-294 TYPE S. ALL CMP PIPE TO BE PIPE SHALL BE FULLY
BITUMINOUS COATED WITH AN ASPHALT PAVED INVERT IN
ACCORDANCE WITH THE REQUIREMENTS OF NCDOT FOR
TYPE C PIPE.
NOTE:
EACH FLEXSTORM INLET FILTER SYSTEM SHALL
CONSIST OF A FLEXSTORM PURE FRAME
ASSEMBLY AND A FLEXSTORM PC SEDIMENT BAG
APPROPRIATE FOR THE TYPE OF INLET USED.
NOTE:
PER SURVEY INFORMATION, NO UNDERGROUND
UTILITIES ARE LOCATED ALONG PROPOSED WATER
AND SEWER ROUTE. CONTRACTOR TO VERIFY THIS
BY CALLING NC ONE -CALL CENTER PRIOR TO
CONSTRUCTION.
NOTE:
OFFICIAL STREAM DETERMINATIONS HAVE NOT
BEEN MADE FOR ALL SURFACE WATERS ON THE
SUBJECT PROPERTY. UNTIL SUCH DETERMINATIONS
ARE COMPLETED, ALL SURFACE WATERS ARE
ASSUMED TO BE REGULATED AND PROTECTED
STREAM BUFFERS ARE SHOWN ACCORDINGLY.
NOTE:
CONTRACTOR TO RETURN ALL DISTURBED AREAS
TO ORIGINAL CONDITION (ENGINEER AND OWNERS
APPROVAL REQUIRED BEFORE COMPLETION)
TP - TOP OF PAVEMENT, TC -
TOP OF CURB/CONCRETE, FI
FINISHED GRADE, TW - TOP OF WALL, BW - BOTTOM OF
WALL, INV - INVERT, DS - DOWN SPOUT, SS - SANITARY
SEWER, LF - LINEAR FEET, SD
- STORM DRAINAGE, DIP -
DUCTILE IRON PIPE, MH - MANHOLE, WL - WATERLINE, MSI
- METROPOLITAN SEWERAGE
DISTRICT
EXISTING SEWER MANHOLE
SS
PROPOSED SEWER MANHOLE
0
EXISTING SEWER CLEANOUT
-developed permit, now contains requirements ground cover within
PROPOSED SEWER LINE
-S s s S
PROPOSED WATER EXTENSION ----------
PROPOSED WATER VALVE
M
PROPOSED FIRE HYDRANT
LIMITS OF DISTURBANCE
�■■■■■■■■■■■■■■■■■■■
STORM DRAINAGE PIPE
----------------
SILT FENCE
SF SF
EXISTING CONTOURS
00
PROPOSED CONTOURS
00
STONE CHECK DAM
�-
PROPOSED RIP -RAP APRON
PROPOSED STORM INLET
Stabilization
STONE INLET PROTECTION
( �)
PERMANENT DIVERSION DITCH -PDQ
EXISTING 18" CMP
INV IN: 2129.08
INV OUT: 2129.27
PROPOSED ACCESS DRIVE TO MATCH
EXISTING PAVEMENT ELEVATION (TYP)
/
/
/
EXISTING 15" CPP
INV IN: 2127.2
INV OUT: 21'6.22
/
/
/
/
I
I
I
/
/
EXISTING 18" CMP
INV IN: 2123.42
INV OUT: 2122.88
EXISTING 18" CMP
INV IN: 2127.06
INV OUT: 2126.61
/
10
5
'n. .
ss .xi;
Major Elements of DWQ Construction General Permit August 4, 2011
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ)
Construction General Permit (NCG01) with emphasis placed on those elements that differ from the previous
permit (expiration on August 2, 2011). Since the summary list below cannot contain details of every change, the
complete Permit should be used to assure full implementation. See:
http: //portal.ncdenr.org/web/wq/ws/su/construction
The major change in the Permit from the previous one is the shorter times to apply ground stabilization such as
Major Elements of DWQ Construction General Permit - Cont'd
2) Building Wastes Handling
No paint or liquid wastes in stream or storm drains
Dedicated areas for demolition, construction and other wastes must be located 50' from
storm drains and streams unless no reasonable alternatives available.
Earthen -material stockpiles must be located 50' from storm drains and streams unless no
reasonable alternatives available.
Concrete materials must be controlled to avoid contact with surface waters, wetlands, or
buffers.
3) Discharges to Federally -listed Waters
Requirements are the some as in previous permit.
The permit allows reduction from the 20 acre minimum if the Director of DWQ determines
that other BMPs provide equivalent protection.
4) Inspections
Same weekly inspection requirements
Same rain gauge & inspections after 0.5" rain event
Inspections are only required during "normal business hours"
Inspection reports must be available on-site during business hours unless a site-specific
exemption is approved.
Records must be kept for 3 years and available upon request.
Electronically -available records may be substituted under certain conditions.
5) Implementation of New Permit Conditions
Projects permitted under the previous permit can continue to follow the previously -permitted
conditions.
Complete applications received prior to August 3, 2011 can follow conditions of approved
application.
Applications received after August 2, 2011 must comply with new permit conditions.
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14 -day ground stabilization requirements of the
NPDES permit apply
Designation on the plans where basins that comply with the surface -withdrawal requirements
of the NPDES permit are located.
7) Building Wastes Handling
No paint or liquid wastes in stream or storm drains
■
mulch, wheat straw, or grasses. The NC laws and rules relating to the Sediment Act require, in most places,
Dedicated areas for demolition, construction and other wastes located 50from storm drains
ground stabilization within
the
21 days. Based on the new EPA requirements and 9 -months' work with a permit
Division EPA for
i," ,•_
advisory group, CTAG,
and
-developed permit, now contains requirements ground cover within
_
14, and in some places, 7
days.
Earthen -material
stockpiles located 50' from storm drains unless no reasonable alternatives
p
X.
1 -}Ground Stabilization*
available.
- / �
h.
PROPOSED CONNECTION TO
•Concrete materials must be controlled to avoid contact with surface waters, wetlands, or
�-
.•.,<, ;,
/ y `" 1'�', r.•. /
/:(:
Site IArea Description
Stabilization
Time Frame Stabilization Time Frame Exceptions
buffers.
/ '?` •'
Perimeter dikes,swales,
7 days
None
"
ditches and slopes
/
•>>.
\
8 LF OF 18HDPE ® 3.1%
Outlet structures must withdraw from basin surface unless drainage area is less than 1 acre.
High Quality Water
7 days
None
U
w
Use only DWQ-approved flocculants.
(HQW), Zones
F
OVTDOO /
B
PROPOSED LIMITS OF DISTURANCE
i^co Q/
p/ ST
N:
Slopes steeper
7 days
If slopes are 10' or less in length and are not
8597 <<C
D
PROPOSED GRATE INLET CONTROL STRUCTURE A3
than 3:1
U
steeper than 2:1, 14 days are allowed.
/ / 2 0.
; 8: �2 / 5_35
,Slopes than
14 days
7 -days for slopes greater than 50' in length
basins where the surface -withdrawal requirements apply.
/
Dg. 7: 3 5
/
3`1 or flatter
5'X5' BOX STRUCTURE
U
U
/ Q _Z �/
A,/
PF. �Gr 9
G 8
>
TOP: ±2135.0
INV -1 0
Document prepared by the Division of Water Quality
All other areas with
14 days
None(except for perimeters and HQW Zones)
slopes flatter than 4:1
Extensions of time may
be approved
by the permitting authority based on weather or other site-specific conditions
/
that make compliance impracticable. (Section 11.6(2)(b))
Major Elements of DWQ Construction General Permit - Cont'd
2) Building Wastes Handling
No paint or liquid wastes in stream or storm drains
Dedicated areas for demolition, construction and other wastes must be located 50' from
storm drains and streams unless no reasonable alternatives available.
Earthen -material stockpiles must be located 50' from storm drains and streams unless no
reasonable alternatives available.
Concrete materials must be controlled to avoid contact with surface waters, wetlands, or
buffers.
3) Discharges to Federally -listed Waters
Requirements are the some as in previous permit.
The permit allows reduction from the 20 acre minimum if the Director of DWQ determines
that other BMPs provide equivalent protection.
4) Inspections
Same weekly inspection requirements
Same rain gauge & inspections after 0.5" rain event
Inspections are only required during "normal business hours"
Inspection reports must be available on-site during business hours unless a site-specific
exemption is approved.
Records must be kept for 3 years and available upon request.
Electronically -available records may be substituted under certain conditions.
5) Implementation of New Permit Conditions
Projects permitted under the previous permit can continue to follow the previously -permitted
conditions.
Complete applications received prior to August 3, 2011 can follow conditions of approved
application.
Applications received after August 2, 2011 must comply with new permit conditions.
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14 -day ground stabilization requirements of the
NPDES permit apply
Designation on the plans where basins that comply with the surface -withdrawal requirements
of the NPDES permit are located.
7) Building Wastes Handling
No paint or liquid wastes in stream or storm drains
l aco Jo / ; (LoTLD' 39G CONTROL PLATE W/ 12" ORIFICE: ±2129.1
/
TOP OF PLATE: ±2133.8 / /­,�.�• ;I (TYP) (SEE NOTE & DETAIL)
Alf
/*-- y •♦� 200 LF OF 36" HDPE
/
2
69 �>, i \\ PROPOSED GRATE INLET CONTROL STRUCTURE A4
/
s� �[
fi.• I
■ r�
■ V■v
■
I
■
■
EXISTING 15" CPP
Dedicated areas for demolition, construction and other wastes located 50from storm drains
�•
U ZZ
INV IN: 2129.13
INV OUT: 2127.18
and streams unless no reasonable alternatives are available.
/
i
i
/
Earthen -material
stockpiles located 50' from storm drains unless no reasonable alternatives
p
available.
- / �
PROPOSED CONNECTION TO
•Concrete materials must be controlled to avoid contact with surface waters, wetlands, or
�-
EXISTING DROP INLET Al
buffers.
INV. IN: ±2127.25
"
8) Sediment Basins
/
•>>.
\
8 LF OF 18HDPE ® 3.1%
Outlet structures must withdraw from basin surface unless drainage area is less than 1 acre.
•'�i }
/ i
P/ '
d
U
w
Use only DWQ-approved flocculants.
\_ / / QSGgh
F
OVTDOO /
B
PROPOSED LIMITS OF DISTURANCE
i^co Q/
p/ ST
N:
* In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it
N /
8597 <<C
D
PROPOSED GRATE INLET CONTROL STRUCTURE A3
U
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must identify areas where the ground stabilization requirements apply and the location of the
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WITH FLEXSTORM INLET FILTER SYSTEM
basins where the surface -withdrawal requirements apply.
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5'X5' BOX STRUCTURE
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Document prepared by the Division of Water Quality
l aco Jo / ; (LoTLD' 39G CONTROL PLATE W/ 12" ORIFICE: ±2129.1
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TOP OF PLATE: ±2133.8 / /­,�.�• ;I (TYP) (SEE NOTE & DETAIL)
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TOP: ±2140.5
'♦♦ OJ INV.: ±2133.0
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PROPOSED GRATE INLET A5
WITH FLEXSTORM INLET FILTER SYSTEM
TOP: ±2143.7
INV.: ±2139.7
TYP SEE NOTE & DETAIL
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VICINITY MAP
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(NOT TO SCALE) �.�`�� .� r�' -' •
DISTURBED AREA: ±l 6 ACRES
SITE NOTES:
ovlI_unvv.>.
- ±46 STICK BUILT STUDIO. 1 &
2 BEDROOM COMMERCIAL
ECO -CABINS FOR DAILY OR LONG
TERM RENTALS
- ±50 PRIMITIVE CAMPSITES
- 1 GATE HOUSE
- 4 BATH HOUSES
BUILDING SETBACKS:
GR4 (GENERAL RESIDENTIAL 4)
FRONT 15 FEET
SIDE 6 FEET
REAR 25 FEET
DISTURBED AREA:
16 ACRES / ±696,960 SF
SITE INFORMATION:
ADDRESS: 72 PISGAH HIGHWAY
PIN#: 8597-47-3949
DEED BOOK/PG: 749/80
PLAT BOOK/PG: F16/601
TOTAL ACREAGE (COMBINED) ±64.54 ACRES
2,811,362 SF
CITY OF BREVARD ZONING:
GENERAL RESIDENTIAL (4)
•••••'•• EXISTING 15" CMP (TO BE REMOVED)
\ INV IN: 2144.79 150 LF OF 60" HDPE @ 2.3%
\X X \ \ �•00INV OUT: 2142.93
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//V.. 8594 COMP PIZZ �v 'vv A s '••• / vv vv vv v vv WATER LINE
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66 LF OF 18" HDPE ®2.3% \X�`•• s \ 1'�i♦ \ \ \ \\ --
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PROPOSED GRATE INLET A2 RFF. PFR pR�\ s / �• - - -
TOP: ±2132.0 P B V,9 ®• \
INV. IN: ±2127.5
INV OUT: 2127.5
PROPOSED 23' WIDE ROAD
EXISTING 18" CMP - 2" BITUMINOUS CONCRETE
SURFACE COURSE SF 9.5 B
INV IN: 2126.57 - 6" COMPACTED AGGREGATE
INV OUT: 2124.97 BASE COURSE (SEE DETAILS)
PROPOSED EDGE OF PAVEMENT
PROPOSED 8" PUBLIC SEWER LINE EXTENSION
STONE INLET PROTECTION
(SEE DETAIL)(TYP)
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160 LF Or 18" HDPE ® 5.2%
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PROPOSED GRATE INLET A6
WITH FLEXSTORM INLET FILTER SYSTEM
TOP: ±2152.0
INV.: ±2148.0
(TYP) (SEE N
EXISTING 48" CPP
INV IN: 2146.81
INV OUT: UNDETERMINED
PROPOSED OUTLET B1 WITH DISCHARGE APRON
(CLASS II RIP -RAP ON FILTER FABRIC)(6'X9'X12")
REGULATORY STREAM BUFFER, MEASURED 30' FROM TOP OF
BANK ON EACH SIDE OF STREAM, MARK LOCATION AS NEEDED
WITHIN THE PROJECT BOUNDARY, PROTECT FROM DISTURBANCE
EXCEPT PER APPROVED BUFFER VARIANCE (TYP)
_ y PROPOSED GRATE INLET CONTROL STRUCTURE B2
WITH FLEXSTORM INLET FILTER SYSTEM
��iliil nlnliln�r�rur� / 7'X7' BOX
X TOP: ±2157.0
to \�,� INV.: ±2149.5
7" CONTROL PLATE ORFICE: ±2149.6
TOP OF PLATE: ±2155.5
L - - (TYP) (SEE NOTE
39 LF OF 18" HDPE @ 1.1%
INV. OUT: 2148.5
STORMWATER PL
GRAPHIC SCALE
-40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
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PROJECT NO: 1516
DRAWN BY: BAH
DATE- 02-18-16