SW7111109_APPROVED PLANS_20080219 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ALL ROOF DRAINA6E TO BE DIRECTED TO STORMWATER TREATMENT UNIT. REVISIONs
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GRADING NOTES:
I. All contours and spot elevations reflect finished grades.
2. All elevations are in reference to the surveyors bsnclvna^k v*llm must be verified by the
General Gontractor prior to ground breaking.
3. Permanent cut and fill slopes placed on a suitable foundation should be constructed
at 2:1 (Horizontal to Vertical) or flatter. Permanent slopes
of 3:1 should be constructed where mowing Is desirable and as Indicated.
4. IF fill material Is brought Onto the property or If waste motelal Is hauled from the property,
then this Information must be disclosed to the erosion control Inspector.
5. The proposed contours shown In road sections are flnished elevations Including
asphalt. Refer to pavement cross-sectlon data to establish correct sub -base or
aggregate base course elevations to be, completed under this contract.
6. Limits of cleaning shown are based an cut and FIII slopes or other grading
requirements.
1. Any grading beyond the limits of construction shown Is subject to a fie.
B. Contractor shall blend row earthwork smoothly wIth e.lsting contours.
,i. Insure that each build" site will have adequate drainage to comply
State Building Codes.
GENERAL NOTES:
I. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
NORTH CAROLINA STATE AND THE CITY OF NEW BERN STANDARDS AND
SPECIFICATIONS.
2, ANY D5GREPANCIES FOUND IN THE FIELD SHALL BE GALLED TO THE
ATTENTION OF THE OMER AND EN61NEER PRIOR TO PROCEEDING
WITH WORK.
3. PRIOR TO BEGINNING CONSTRUCTION, GEIERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
4, THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNER5 OF EASEMENTS,
UTILITIES AND RIGHT OF WAYS, FU IG AND PRIVATE, PRIOR TO
TO WORKING IN THESE AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND/OR MATERIAL INSIDE OR OUTSIDE CONSTRUCTION LIMITS.
6. THE CONTRACTOR SHALL MAINTAIN THE 51TE IN A MANNER 50 THAT WORKMEN
AND PUBLIC ARE PROTECTED FROM INJJRY.
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
IN THE FIELD PRIOR TO CONSTRUCTION.
5. STABILIZATION 15 THE BEST FORM OF ER051ON CONTROL. ALL DISTURBED
AREAS 5HALL BE SEEDED AND MULCHED WITHIN 30 DAYS OF COMPLETION OF
GRADING. ALL OTHER AREAS SHALL BE 5EEDED AND MULCHED WITHIN 120 DAYS.
ALL DISTURBED SLOPES SHALL BE ESTABLISHED WITHIN 15 DAY.
q. APPROVAL OF TH15 PLAN 15 NOT A AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-51T= GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNER
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR 13ACKWA514 CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOGS, TIMBER JUNK, AND OTHER ACCUMULATIONS.
SEE DETAIL SHEET FOR PIPE
SCHEDULE AND CALCULATIONS.
ALL ROOF DRAINAGE TO BE TIED
INTO STORM 'DRAIN SYSTEM
ALL MAJOR STORM STRUCTURES
PER CITY OF NEW BERN STANDARDS
AND SPECIFICATIONS.
NP= NYLO-PLAST SUPPLIMENTAL
12" INLETS WITH HDPE INSTALLED
NO LESS THAN 0.20%.
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N'MS 295 - : :94- 9 -
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----------------------------- _l5_
S 69-55'00S5'00" W
747.99'
Georgia P. Moclnnis,
Lane T. Parrott, & Seth W. Parrott, Jr.
DB. 1209, Pg. 138
WETLANDS ARE NOT PRESENT ON SITE
STORMWATER MANAGEMENT PLAN AND EROSION
CONTROL PLAN TO BE SUBMITTED TO
APPROPRIATE ATHORITIES AND APPROVED BEFORE
CONSTRUCTION SHALL BEGIN.
ZONED: R10 NOTE:
NP REPRESENT5 NYL01PLA5T DRAINS BY A05
ALL ON -SITE STREETS AND DRAINA6E WILL BE PRIVATE.
SEE PROFILE SHEETS FOR I NVERT5
SHEET 4G FOR PIPE GHART
5POT5 ARE TOP
OF CURB UNLESS
NOTED, CALL EN& I NEER IF
CLARIFICATION NEEDED.
Remaining Property of
Fox Chase Village, LLC
DB, 1441, PC. 250
MB 14, Pg. 29
ZONED: R-6
sE\
295
/
CONTRACTOR SHALL HAVE CLEARING LIMITS FIELD STAKED AND
SHALL VERIFY WITH OWNER OR OWNER'S REPRESENTATIVE ON -
SITE PRIOR TO CLEARING.
DEVELOPER: BRG NERY BERN, L.L.0
5826 5AII DRIVE, SUITE 105
H/6H POINT, NC 27265
336-bell-1.500
CONTACT: LYNDA HILL
ALL RGP TO BE WATERTI6HT O-RING JOINT PIPE
RETAINING WALL NOTES:
I. PROP05ED RETAINING WALL5 ARE FOR
ILLUSTRATION PURP05E5 ONLY
DEPIGTING CHANGE IN GRADE
REOUIREMENT5. CPT ENGINEERING AND
5URVEYIN6, INC. 15 NOT RE5PON51BLE
FOR RETAINING WALL DESIGNS.
/ 2. RETAINING WALL PERMITS WILL BE
/ REQUIRED BY THE CITY OF NEW BERM
/ INSPECTIONS DEPARTMENT.
D K To Pool
Armstead Dalton Toler, Jr.
DB. 1858, PG. 38
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ENGINEER: CPT EN6/NEER/N6 if SURVEYI)I INC.
4400 T1'N/N6 STREET
1411 POINT, NC 27265
(336) 8/1 EXT. 3/3
CONTACT: ROBERT D. THOMPF20N, P.E.
FA ` 024CI41 _
0 a
69'55'00" W
GRADING/
DRAINAGE
PLAN
SCALE: 1 " = 60'
DATE: 10-3-07
PROJECT: 746.07
DRAWN BY: RDT
BLUE RIDGE JOB# 407-108-NC FSHE�ETI

Commtrn4ly ��fe9Q,
:8P
VIC/CT I�TY ff,4P
/14000,
u
�I Sheet Index
I Cover Sheet
2 Existing Conditions (By Others)
j 3 -Site flan
Z 4A,43,46, Grading Plan
5 Wetland Detention Plan
6A,63 Erosion Control Plan
7
Overall Utility Plan
8
Storm ^^ter (Profiles)
z9
Storm lNater (Profiles)
3 IO
Storm Water (Profiles)
11
Storm Water (Profiles)
12
Site Sewer Plan (Profiles)
D-1
Standard Details #1
o 4 -2
Standard Details #2
% D-3
Standard Details #3
y I D-4 Standard Details #4
pl D-S Standard Details #3
n�d
THE RESERVE at
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169.51' e I 1e1.29'
5 9 ,DO,Co. W y+ S 69"JS'00' W
589'56'00'W 7e7.99'
1+ z to
Lone t Pemotl, 6 Seth W. Parrott,
D8. 1209, Pq. 138 $ ? $ 8
ZONEO: R10
E m
60.011
9 6936'00' W
SITE PLAN
OWNER/DEVELOPER0
:
BR C NEW BERN, LL C
5826 CA MET DRIVE, SUITE ios
High Point, NC 27265
PHONE: (336)-w88q,-iyoo
October, zoo?
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER OUALITff
Date 'F F BKufiRy �9 m?o
SWm waW Permit NO. -1o71109
REVISIONS
REV'D PER TRG COMMENTS
II-1-Ol
ADDED GON5T ENT,
DETAILS 11-21-01
REV'D PER ENG GOMMENT5
12-1-01
NWOTILW6S COMMENTS 1-10-Ob
q
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o
0
V
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COVER
SCALE I" =100"
DATE- 10-3-07
PROJECT' 746-07
DRAWN BY,• RDT
SHEET 1

ALL ROOF DRAINAGE TO BE DIREGTED TO 5TORMWATER TREATMENT UNIT. 1 REVISIONS
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SCALE !'=IGIGYJ' / /' © o e
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RELOCATE UTILITIES n O o/ \ / �'''�"�" P
\AS NEEDED \ iS 00 / ��ii %ii'' // _ 2a, »' I N�nf
9 \IPARK'II
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GRADING NOTES:
I. All contours and spot elevations reflect finished grades.
2. All elevations are In reference to the surveyors bsnchmark which must be verified by the
General Contractor prior to ground breaking.
3. Permanent cut and fill slopes placed on a suitable Foundation should be constructed
at 2d (Horizontal to Vertical) or flatter. Permanent slopes
of 5,1 should be constructed where mowing Is desirable and as Indicated.
4. If fill material Is brow ht onto the property or If waste matelal is hauled From the property,
9 P � y P oP `Y
then this Information must bs disclosed to the erosion control Inspector.
5. The proposed contours shown In road sections are finished elevations Including
asphalt. Refer to pavement cross-sectlon data to establish correct sub -base or
aggregate base course elevations to be completed under this contract.
6. Limits of clearing shown are based an cut and fill slopes or other grading
requirements.
1. Any grading beyond the ItrMts of construction shown b subject to a fine.
8. Contractor shall blend new earthwork smoothly with exHtln9 contours.
9. Insure that each bulldkrg site will have adegVate dro"a to damply
State Building Codes.
GENERAL NOTES:
I. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN AG<,ORDANCE WITH
NORTH CAROLINA STATE AND THE CITY OF NEVI BERN STANDARDS AND
SPECIFICATIONS.
2, ANY DISGREPANGIES FOUND IN THE FIELD SHALL BE GALLED TO THE
ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING
WITH WORK.
3. PRIOR TO BEGINNING CONSTRUCTION, GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REGViRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
UTILITIES AND RIGHT OF WAYS, PUBLIC AND PRIVATE, PRIOR TO
TO WORKING IN THESE AREAS.
5. THE CONTRACTOR 15 RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND/OR MATERIAL IN51DE OR OUTSIDE CONSTRUCTION LIMITS.
6. THE CONTRACTOR SHALL MAINTAIN THE 51TE IN A MANNER 50 THAT WORKMEN
AND PUBLIC ARE PROTECTED FROM INJURY.
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
IN THE FIELD PRIOR TO C01,15TRUGTION.
8. STABILIZATION 15 THE BEST FORM OF EROSION CONTROL ALL DISTURBED
AREAS SHALL BE SEEDED AND MULCHED WITHIN 30 DAYS OF COMPLETION OF
GRADING, ALL OTHER AREAS SHALL BE SEEDED AND MULCHED WITHIN 120 DAYS.
ALL DISTURBED SLOPES SHALL BE E5TABL15HED WITHIN 15 DAY.
4. APPROVAL OF THI5 PLAN 15 NOT A AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITION5 WARRANT OFF-51TE GRADING, PERM155ION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OMER.
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH GHANNEL IN AN
UN085TRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE 5TREAM
ALL DEBRIS, LOGS, TIMBER JUNK, AND OTHER ACCUMULATIONS.
SEE DETAIL SHEET FOR PIPE
SCHEDULE AND CALCULATIONS.
ALL ROOF DRAINAGE TO BE TIED
INTO STORM DRAIN SYSTEM
ALL MAJOR STORM STRUCTURES
PER CITY OF NEW BERN STANDARDS
AND SPECIFICATIONS.
NP= NYLO-PLAST SUPPLIMENTAL
12" INLETS WITH HDPE INSTALLED
NO LESS THAN 0,20%.
►\
FFE= 31.60
29A' v7s'), , C!'es C// . A
R 11441 'f '-�o T,q�/C
iVt.6. 14tag d` F
I DB ^h/9 I C. 1, x'�
a m A Tlcct 4 A'
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NP REPRESENTS NY`L0PLA5T DRAINS BY A05
ALL ON -SITE STREETS AND DRAINAGE WILL BE PRIVATE.
SEE PROFILE SHEETS FOR INVERTS
SHEET 4G FOR PIPE GHART
5POT5 ARE TOP
OF CURB UNLESS
NOTED, CALL ENGINEER IF
CLARIFICATION NEEDED.
Remaining Property of
Fox Chase Village, LLC
\ DB. 1441, PG. 250
\�\ MB 14, Pg. 29
\ ZONED: R-6
aT \f
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293
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l____----- A,BUFFER (lO'MINs)..� _-
00
W �Z "1-._------
747.99`
S 69-55'00" W
Georgia P. Macinnis,
Lone T, Parrott, & Seth W. Parrott,
Jr.
DB. 1209, Pg. 138
r
ZONED: RIO
WETLANDS ARE NOT PRESENT ON SITE
STORMWATER MANAGEMENT PLAN AND EROSION
CONTROL PLAN TO BE SUBMITTED TO
APPROPRIATE ATHORITIES AND APPROVED BEFORE
CONSTRUCTION SHALL BEGIN.
ALL RCP TO BE WATERTIGHT 0-RIN6 JOINT PIPE
M
l./
\ 6�
FFI'x30.A2--
IPaB9 _ ____
_ --
NOTE:
CONTRACTOR SHALL HAVE CLEARING LIMITS FIELD STAKED AND
SHALL VERIFY WITH OWNER OR OWNER'S REPRESENTATIVE ON -
SITE PRIOR TO CLEARING.
DEVELOPER: BRC NEW KERN, L.L.0
W26 5AMET DRIVE, 507-E /05
H/6H POINT, NC 27265
eeb-19109-1500
CONTACT: LYNOA HILL
RETAINING WALL NOTES:
I. PROP05ED RETAINING WALL5 ARE FOR
ILLU5TRATION PURP05E5 ONLY
DEPICTING CHANGE IN GRADE
REQUIREMENT5. CPT ENGINEERING AND
SURVEYIN(5, INC. 15 NOT RE5PON51BLE
FOR RETAINING WALL DESI61,15.
2. RETAINING WALL PERMITS WILL BE
REQUIRED BY THE CITY OF NEW BERN
IN5PECTION5 DEPARTMENT.
� 9fv.�ovse ez✓rrf
ro vesrnmr stiearoN roaeAr seen
Armstead Dalton Toler, Jr.
DB. 1858, PG. 38
ZONED: R-6
� \
1
l
NORMAL POOL
SURFACE AREA
33,458 5F
.c
ELEV. 2LF1
_11 6 SHELF`l\:1
SLOPE
i
\
ENGINEER: CPT EN6INEERIN& $ SURVEY/N&, INC.
4400 TYN/N6 STREET
H/6H POINT, NC 27265
(Bea) 612-6600 EXT e/e
CONTACT: ROSERT D. THOMP50N, P.E.
/
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GRADING/
DRAINAGE
PLAN
SCALE: 1 " = 60'
DATE: 10-3-07
PROJECT: 746.07
DRAWN BY: RDT
BLUE RIDGE JOB# 407-108-NC SHEET 4A

V NEEDED TO / AS
REMAIN OUT QF CURB
ABANDON -LINE
REVISIONS
WdS COMMENTS 1-10-05
r/Rim 29.0
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ALL RGP TO BE HATERTI6HT 0-RIN6\x\��I JN
GRADING NOTES:
I. All contours and spot elevations reflect Finished grades.
2. All elevations are In reference to the surveyors benchmark which must be ,erlfled by the
General Contractor prior to ground breaking.
3. Permanent cut and Fill slopes placed on a suitable Foundation should be constructed
at 2.1 (Horizontal to Vertical) or flatter. Permanent slopes
of 3.1 should be constm,ted where mowing Is desirable and as Indicated.
4. If fill material Is brought onto the property or if waste mateial b hauled from the property,
then this Information must be dlsclosed to the erosion control Inspector.
5. The proposed contours show In road seltb are Finished elevations Including
asphalt. Refer to pavement crass -section data to establish correct sutr-base or
aggregate base course elevations to be completed under this contract.
6. Llmlts of clearing show are based on cut and fill slopes or other grading
requirements.
7. My grading beyond the limits of conetrvctlon shorty Is subject to a fine.
8. Contractor shall blend new earthwork smoothly rvIth e.1sting contours.
a. Insu a that each Wilding site .11I have adequate drainage to comply
State Building Codas.
GENERAL NOTES:
I. ALL IMPROVEMENTS AND CON5TRUCTION SHALL BE IN ACCORDANCE WITH
NORTH CAROLINA STATE AND THE CITY OF NEW BERN STANDARDS AND
SPECIFICATIONS.
2. ANY 0 SCREPANr IE5 FOUND IN THE FIELD SHALL BE CALLED TO THE
ATTENTION OF THE OVWER AND ENGINEER PRIOR TO PROCEEDING
WITH WORK.
3. PRIOR TO BEGINNING CON5TRI-CTION, GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS
HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
4, THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
UTILITIES AND R16HT OF WAYS, PUBLIC AND PRIVATE, PRIOR TO
TO WORKING IN THESE AREAS.
5. THE CONTRACTOR 15 RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND/OR MATERIAL INSIDE OR OUT5IDE CON5TRUCTI014 LIMITS.
6. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER 50 THAT HYORKMEN
AND PUBLIC ARE PROTECTED FROM IN-URY.
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
IN THE FIELD PRIOR TO CONSTRUCTION.
b. STABILIZATION 15 THE BEST FORM OF EROSION CONTROL. ALL DISTURBED
AREAS SHALL BE SEEDED AND MULCHED WITHIN 50 DAYS OF COMPLETION OF
GRADING. ALL OTHER AREAS SHALL BE SEEDED AND MULCHED WITHIN 120 DAYS.
ALL DI57.19.5ED SLOPES SHALL BE ESTABLISHED KTHIN 15 DAY.
a. APPROVAL OF THIS PLAN 15 NOT A AUTHORIZATION TO GRADE ADJASENT PROPERTIES.
WEN FIELD CONDITIONS WARRANT OFF -SITE 61RADM6, PERM15SION MU5T BE OBTAINED
FROM THE AFFECTED PROPERTY OMER.
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNO55TRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOC,5, TIMBER, JJNK, AND OTHER AC6JMULATCN5.
30.
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3
�.
ALL ROOF DRAINA6E TO'BE DIRECTED TO STORMWATER TREATMENT UNIT. �2.\\
SEE DETAIL SHEET FOR PIPE \�
SCHEDULE AND CALCULATIONS.
ALL ROOF DRAINAGE TO BE TIED
INTO STORM DRAIN SYSTEM ALL ON -SITE STREETS AND DRAINAGE WILL BE PRIVATE.
ALL MAJOR STORM STRUCTURES
PER CITY OF NEW BERN STANDARDS
AND SPECIFICATIONS. WETLANDS ARE NOT PRESENT ON SITE.
NP= NYLO-PLAST SUPPLIMENTAL STORM WATER MANAGEMENT PLAN AND EROSION
12 11 INLETS WITH HDPE INSTALLED CONTROL PLAN TO BE SUBMITTED TO
NO LESS THAN 0.20%. APPROPRIATE ATHORITIES AND APPROVED BEFORE
CONSTRUCTION SHALL BEGIN.
024941 `
C6
-- ` Z5A y
8A NPu85 2a.3 " _
— — — —x 2S•a — — — — — -NPuB� ` -
GRADING/
-' x
W _ _ Npu
DRAINAGE
EVELO
_
R RA7—-------
----------
PLAN
SCALE: 111 =
40'
0 Op'•
IN �$.�`
�T-^.,_��.,��.-
DATE: 10-3-07
PROJECT: 746.07
ENG/NEER: CPT EN6/NEERIN6 f WRVEY/N6, INC.
DRAWN BY: RDT
4400 71KN/N6 STREET
H16H POINT, NC 27265
(336) 8/2-15600 EXT. 313
CONTACT: ROCERT D. 7HOMP50N, P.E.
BLUE RIDGE JOB# 407-108-NC
SHEET 4B

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4,66
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all
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SOD
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NP#64 NPNIM
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466
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(161)
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0.04
0.04
5.00
0.60
4.66
0.11
8
1.55
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0.04
0.08
5.00
0.60
4.66
0,22
8
1.55
NP#73 NP#74
0.08
0.16
3.00
0.60
4.66
0.43
8
1.55
NP#74 NP#75
0.09
0.25
5.00
0.60
4.66
0.70
8
1.53
NP#75 NP#76
0.08
0.24
5.00
0.60
4.66
0.67
8
1.55
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0.07
0.32
5.00
0.60
4.66
0.89
8
1.55
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0.26
0.58
5.00
0.60
4.66
1.62
13
2.35
NP#77 C1#27
0.03
0.03
5.00
0.60
4.66
0.08
8
1.55
NP#98 NP#99
0.02
0.02
5.00
0.60
4.66
0.06
8
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0.02
0.04
8.00
0.60
4.66
0.11
8
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0.61
0.55
5.00
0.60
4.66
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0.37
0.92
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4.66
2.57
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2.35
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0.17
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0.60
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0.06
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0.60
4.66
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4.66
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24
3.22
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0.35
4.33
5.00
0.60
4.66
12.11
24
3.22
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0.02
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0.60
4.66
0.06
8
1.55
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0.18
4.53
3.00
0.60
4.66
12.67
24
10.17
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0.02
0.02
5.00
0.60
4.66
0.06
8
1.55
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0.02
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0.60
4.66
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0.60
4.66
0.17
8
1.59
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0.02
0.02
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0.60
4.66
0.06
8
1.55
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0.02
0.04
5.00
0.60
4.66
0.11
8
1.55
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0.02
0.06
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0.60
4.66
0.17
8
1.55
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0.02
0.08
5.00
0.60
4.66
0.22
8
1.55
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0.10
5.00
0.60
4.66
0.29
8
1.56
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0.40
0.56
5.00
0.60
4.66
1.57
15
2.35
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0.02
0.02
5.00
0.60
4.66
0.06
8
1.55
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0.18
3.29
5.00
0.60
4.66
14.79
24
5.09
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0.11
0.11
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0.60
4.66
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2.35
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0.60
4.66
15.94
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5.90
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0.02
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5.00
0.60
4.66
15.99
30
5.90
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4.50
4.50
5.00
0.60
4.66
12.58
18
8.40
SEE PROFILE SHEETS FOR INVERTS
SHEET 4G FOR PIPE CHART
NP REPRESENTS NYLOPLAST DRAINS BY ADS
O� \ \ doEPim 25.7
J S 0 \. 2 Inv 23.0
cP L . \ // ///. /
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ALL ROOF DRAINAGE TO BE DIRECTED TO STORMWATER TREATMENT UNIT.
I
Remaining Property of
Fox Chase Village, LLC
DB. 1441, PG. 250
\\\ MB 14, Pg. 29
ZONED: R-6
2 \ \
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NP REPRESENTS NYLOPLAST DRAINS BY ADS
4\22.-72
RIP -RAP OVER BERM
\ \\ \\ WE DETAIL
NO VEGI7AT/VE SHELF ON FORBAY BERM
Armstead Dalton Toler, Jr.
DB. 1858, PG. 38
\\� ZONED: R-6
\ \\ 6
\ \22.-IQ
..
REVISIONS
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28.9
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PROJECT:746.07
--- -- ( ---
- ______==_
----------
------- ----------0-2=-. . . S 69°55'
I I DRAWN BY: RDT
I I
BLUE RIDGE JOB# 407-108-NC SHEET 4C
FFE= 31.60
31.4
50.9
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r `� \ \ \\ ,$ DETAIL
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YI#22 FE5#23 �` \ &
5 FOREB \\ �\�\�\ Armstead Dalton Toler, Jr.
> ":;: \ \ \\\ DB. 1858, PG. 38
ZONED: R-6
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10' VE6. 6HELF`10:1 SLOPE \ �\ 7
5
\ 1 1 1 \UN
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I VEGETATIVE SHELF TO BE PLANTED PER LANDSCAPE ARCHITECTS PLANTING PLAN
NO EXISTING WETLANDS ARE KNOWN TO EXIST ON THIS SITE.
as
DESIGN INFORMATION:
TOTAL DRAINAGE AREA TO POND 16.0 AC.
IMPERVIOUS AREA 9.84 AC. (61.5% BUA OF D.A.)
REQUIREMENTS: REQUIRED PROVIDED
SURFACE AREA 32478 SF 33456 SF
(REQ. FOR 90% TSS REMOVAL)
PERM. SED. STORAGE 7,260 CF 12,411 CIF
FROM 15' TO 16' IN POND AND FORBAY
TEMP. W.O. VOLUME 34,848 CIF 36,697 CIF
STRUCTURE: SIZE
WATER QUALITY RELEASE 3"
RISER 4'X4' BOX
BARREL 24"
WEIR IN BOX 18" WIDE TO TOP OF BOX
EMERGENCY WEIR 30'
TOP EL. 25.5
WEIR 15" WIDE EL. 24.0
3" DIA. PVC
ORIFICE (INV. 23)
2"x2" NOTCH FOR
TRASH RACK
11�
GRAPHIC SCALE
( IN FEET )
I inch = 40 11
160
DAM AND EMBANKMENT CONSTRUCTION
INAT'E1 SHM INFORMATION:
OPERATION AND MAINTENANCE
INSPECTION EVERY MONTH TO INCLUDE THE FOLLOWI%
i) AND N STRIPPED OF ALLERAL - THE VEGETATIVE AND AND AMATERIAL M AREA �AND TOPSOIL HALL BE APRIORGiOUBBED
1. REMOVE DEBRIS FROM THE TRASH RACK
DAM CONSTRUCTION. THE DISPOSAL OF TREES, STUMPS, CONSTRUCTION
I. DEVELOPER, BRC NEVI BERM, 11
2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS.
DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED IN
5526 SAMET DRIVE SUITE 105
3. CHECK THE WETLAND POOL'S SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE
THE DAM OR POOL AREA OF THE WETLAND, WHEN BLASTING IS USED TO
HIGH POINT, INC 21265
THE NEXT RAINFALL EVENT,
REMOVE ROCK FROM THE POOL AREA, THE BLASTED AREA SHALL BE
556-669-1500
OVER -EXCAVATED TO A DEPTH OF AT LEAST TWO FEET (2') BELOW
2. TYPE OF ROADI"IAYs, CURB AND 6UrTER
INSPECTION EVERY 3 MONTHS TO INCLUDE THE FOLLOWING:
FINISH GRADE AND BROUGHT BACK TO FINISH GRADE WITH CLEAN
RELATIVELY IMPERVIOUS SOIL MATERIAL. COMPACTED IN PLACE.
S. SLOPES, 0-216
5. BEHA6E DI5F05AL SHALL BE BY PRIVATE COLLECTION 5POIL
1. INSPECT THE COLLECTION SYSTEM (I. E. CATCH BASINS, PIPING, GRASSED SWALES)
S)
FOR PROPER FUNCTIONING. CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND
2) EARTH FILL DAMS
A) SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY
4. THE PROPERTY OWNER (OR HOMEOYWER9'ASSOCIATIOW 15 RESPONSIBLE
BASIN BOTTOMS, AND CHECK PIPING FOR OBSTRUCTIONS.
FOR MAINTAINING THE. COMPLETED PERMANENT: VET DETENTION POND
2. CHECK WETLAND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR
PERMEABLE OR WHICH EXHIBIT
USED CANT SHRINKAGE SWELL,
OR DISPERSION SHALL NOT BE USED IN THE EMBANKMENT.
ACCORDING TO THE APPROVED MAINTENANCE PLAN AS DIRECTED BY THE
BROKEN PIPES,
60YERNPMWAL OFFICES HAVING-MISDICTION FOR WATERSHED
3. RESEED GRASSED SWALES TWICE A YEAR AS NECESSARY. REPAIR ERODED AREAS
B) A CUTOFF TRENCH ( CORE TRENCH) SHALL BE PROVIDED WITH
PROTECTION AND IF THE HOMEOWNERS' ASSOCIATION SHOULD Be
DISSOLVED OR CEASE TO EST, THEN IN THAT EVENT ALL THE OMER9 OF
EAST,
IMMEDIATELY.
A MINIMUM WIDTH OF FIVE FEET
LOCATED THE CENTERLINE OF THE
CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM F THE
TIME OF.
RECORD AT THESHALL
MAINTENANCE SL BE JOINTLY AND
INSPECTION EVERY 6 MONTHS M INCLUDE THE FOLLOWING:
INSIDE TOP OF SLOPE OF THE DAM, THE CUTOFF TRENCH SHALL
SEVERALLY LIABLE FOR ANY AND ALL COSTS ATTENDANT THERETO
1. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE.
BE CAREFULLY BACK -FILLED WITH HIGHLY IMPERMEABLE MATERIAL
S. THE 6OVEKNMENT OFFICE HAVING JURISDICTION FOR AATERSHEp
PROTECTION AND THEIR ASSIGNS HAVE RIGHT OF ACCEy TO THE
2. CHECK WETLAND DEPTH AT VARIOUS POINTS IN THE STRUCTURE. IF DEPTH IS REDUCED TO
AND COMPACTED TO AT LEAST NINETY-FIVE PERCENT (959.) OF
STANDARD PROCTOR DENSITY,
PERMANENT 9TORMWATR CONTROL(9) FOR INSPECTIONS AND iHAINTEHIANCE
1' OF ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST
ENFORCEMENT.
ORIGINAL DESIGN DEPTH.
C) THE MINIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET (10')
6. THE PERMANENT YETLAND DETENTION $WALL HAVE Fyl-L DESIGN VOLUME
MAINTENANCE AS REQUIRED:
AND SLOPES SHALL NOT BE STEEPER THAN 2:1 (TWO HORIZONTAL
TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS AROUND THE WETLAND,
AVAILABLE PRIOR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY
FOR SITE AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE. THIS
1. MOW THE SIDE SLOPES ACCORDING TO THE SEASON. MAXIMUM GRASS HEIGHT
MAY REQUIRE THE CLEAN OUT AND DISPOSAL OF SEDIMENT FROM THE
WILL BE 6•.
D) ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING
THE WETLAND SHALL BE MECHANICALLY STABILIZED OR HAVE PERMANENT
POND,
1. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING w1711
2. THE ORIFICE IS DESIGNED TO DRAW DOWN THE POOL IN 2-5 DAYS. IF DRAWDOWN
GROUND COVER ESTABLISHED IN ACCORDANCE WITH THE PERMANENT
THE CITY OF NEW BERN INATER9HED EN&INMER WHEN THE PERMANENT
IS NOT ACCOMPLISHED IN THAT TIME, THE SYSTEM MAY BE CLOGGED. THE SOURCE
SEEDING SCHEDULE,
WETLAND DETENTION 51TE HAS BEEN CLEARED AND THE WETLAND HAS BEEN
OF THE CLOGGING MUST BE FOUND AND ELIMINATED,
FIELD STAKED.
3. ALL COMPONENTS OF THE DETENTION SYSTEM MUST BE KEPT IN GOOD
NOTES:
6. FINAL APPROVAL OF THE WETLAND DETENTION SMALL BE DONE AT
WORKING ORDER.
FINALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE FINAL
BUILDIN6 CERTIFICATE OF OCCUPANCY WWICHEVER COMES LATER THE
1. OWNER SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE.
POND SHALL BE COMPLETED IN ACCORDANCE PITH THE APPROVED PLANE
2. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE WETLAND BANKS AROUND
AND SPECIFICATIONS, INCLUDING ESTABLISHED PERMANENT &ROUND COVei
VEGETATION ABOVE THE PERMANENT POOL
THE PERMANENT POOL AS SOON AS GRADING OPERTIONS DICTATE.
ON ALL EMBANKMENT5 WITH THE YETLAND AND DAM COMPLETELY
1. VEGETATION ABOVE THE PERMANENT POOL SHALL BE A BLEND OF LOCAL GRASSES.
SEE PERMANENT SEEDING SPECIFICATIONS FOR SEEDING SCHEDULE.
GONSTWICTED., A PRE -CERTIFICATION INSPECTION SHALL BE COMPLETED
MAINTAINED BY MECHANICAL MOVING ON THE SAME FREQUENCY AS THE APARTMENT
3. THE PERMANENT WETLAND SHALL USED FOR TEMPORARY
BETYIEEN CPT EN&INEERIN6 4 SURVEYINS, INC AND THE ENFORCEMENT
OFFICER AND ALL ITEMS IDENTIFIED DURING THAT INSPECTION SHALL EE
GROUNDS. MOST AREAS WILL BE SERVED BY A SPRINKER SYSTEM.
SEDIMENT STORAGE DURING CONSTRUCTION.
EDURI GC ON T IT S C ONCE HE SITE HAS BEEN
C
COMPLETED PRIOR
OR TO THE ACCEPTANCE OF THE CERTIFICATION
2. LANDSCAPING
L DSC ING WILL BE PROVIDED ABOVE 1 P N
3. SLOPE BENCHES SUBJECT TO APPROVAL
WETLAND
WETLAND SHALL BE CLEANED TO THE
STABILIZED, THE PERM. SEDIMENT SHALL
DESIGN GRADES. ALL SEDIMENT SHALL BE REMOVED AND THE WETLAND
COMPLETION THE CERTIFICATION OF COMPLETION SHALL NOT PRECEDE
ION S ALL
BY THE CITY OF NEW BERN. LANDSCAPING ONSITE WILL INCLUDE A VARIETY OF SPECIES
STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
THE
TFE NNALIZATION Or THE GRADING PERMIT OR THE 159JANCE OF THE FINK.
OF SHRUBS, UNDERSTORY TREES, ECT.
4, SEDIMENT SHALL BE REMOVED FROM THE WETLANDS WHENEVER
G.O. BY MORE THAN Two (2) PEEKS.
THEY COLLECT DEBRIS AND WHENEVER IT ACCUMULATES R T LEAST
E 0 A LE S TANKED ANNUALLY.
5. WETLANDELF HAS BEEN DESIGNED FOR A MAXIMUM 61.SR IMPERVIOUS AREA OF DRAINAGE AREA.
1 TIFIGA GE�t I
��-- ST-���_TY �1TROL
R DEVELOPMENT HAIL IN 7
6. FUTURE DEVELO ME SHALL SURE THAT ALL FUTURE IMPERVIOUS SURFACE WILL T
E LL NO
I CERTIFY THAT PURSUANT T SU T O GENERALLY ACCEPTED ENGI A
GGE NEERIN6 STANDARDS IN THE COMMUNITY IT I 5 MY PROFESSIONAL
DISCHARGE INTO THE DETENTION WETLAND AT A LOCATION WHICH WILL SHORT CIRCUIT THE
OPINION THAT RUNOFF FROM THE FIRST_INCH_QF-R&NEA'LL_FR4LAREAS._INAZABEM211RIcl2_'C2@E_G_0NTR4kLE0 PER SECTION
REQUIRED 2:1 LENGTH TO WIDTH RATIOS. Q
(,ITT oF- NEI^i_B�RN ORDINAN4EIS CONTROLLED BY A PERMANENT ENGINEERED STORMWATER
7. OWNER SHALL BE RESPONSIBLE FOR THE PUMP REQUIRED TO BE USED AS
QUALITY CONTROL THAT HAS BEEN DE516NED TO MEET OR EXCEED THE REQUIREMENT5 IN THE NG STATE 5TORMHATER
THE DRAWDOWN MECHANISM TO DRAIN THE WETLAND FOR MODIFICATIONS.
MANAGEMENT MANUAL.
8. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE
ARCHITECT FOR THE SELECTION OF PERMANENT AQUATIC PLANTS.
AQUATIC/ WETLAND VEGETATION SHALL BE ESTABLISHED AROUND THE PERMANENT POOL
,
516NATURE, 1" 1--t '�'
P.E. SEAL xtI+TT"Rf�`tI,YT9A
AND AS FAR UP THE SLOPE AS POSSIBLE. WETLAND VEGETATION SHALL BE ESTABLISHED
AS REQUIRED BY LANDSCAPE ARCHITECT.
VAT E° Q fJH
k`Nyit` *q F�ARO,,
t�"ycbb°a'o.3ya f/•y E
La
ENGINEERS STATEMENT OF POND AND DAM 5AFETY90,1+"
POND AND ON THIS PLAN REQUIREMENTS
5' MIN.
THE STORMHATER DAM SHOWN 5AT15FIES OF THE
RIP -RAP
NORTH CAROLINA STATE DAM SAFETY LAW OF NOT [AS AMENDED THROUGH 19951 AND THE
I' THICK MIN.
RULES AND REUILATIONS AS PRESENTED IN THE NORTH CAROLINA ADMINISTRATIVE CODE
TOP F BAFFLE
O O B LE ELEV. 24.0
TITLE 15A, SUBCHAPTER 2K - DAM SAFETY. EVEN IN THE CASE MERE THE DAM SHOWW ON
THIS PLAN IS DETERMINED BY THE STATE TO BE EXEMPT FROM THE ABOVE NOTED DAM
"1d n''
SAFETY REQUIREMENT5, I, A5 THE QUALIFIED DESIGN EN6INEER, STATE THAT THE POND AND
+ ',.
BAFFLE WEIR ELEVATION 23.0 WIDTH 10' �'�
'AS p. 'q
DAM ARE 015516NED TO BE SAFE AND ADEGUATE FOR THE PROTECTION OF PUBLIC HEALTH,
2
SAFETY, WELFARE, AND DOHN5TRF_AM PROPERTY. I UNDERSTAND THATTHIS STATEMENT A5
THE DESIGN ENGINEER SHALL NOT RELIEVE THE OWNER OR OPERATOR OF THE POND AND
DAM FROM THE LEGAL DUTIES, OBLIOATION5, AND LIABILITIES ARISING FROM SUCH
OMM5HIP OR OPERATION.
'
"`
_?
THE 5TORMWATER CONTROL 5TRUGTURE(5) 5HOWN ON TH15 PLAN
IS DE516NED TO REDUCE THE P05T-DEVELOPMENT I -YEAR 24
,��:- CONTOURS SHONN REFLECT
TOP OF RIP RAP
HOUR STORM EVENT AND THE 10-YEAR 24 HOUR STORM EVENT TO
PRE -DEVELOPMENT RATE5.'
PERMANENT POND 5URFAGE AREA DIMEN51ON5 TABLE
APPROXIMATE AREA 33456 SFt
EARTH BAFFLE
WITH RIP -RAP DETAIL
KT9
LINE TABLE
LINE
LENGTH
BEARING
LI
24.41
1409.9955'H
L2
159.14
11,100.20'27E
LB
45.0E
N69•5352E
L4
24A9
581'035gr=
L5
4.91
911.1952•H
L6
536
SIS-13-16-H
L7
5.42
NO4*O' 44E
LB
15h9
981.OB9nE
L9
900.67
550.5410E
1.101
11
927'0499E
Lit
16.21
wg-169111"I
11.12
29:16
561•I1
LI5
60J2
NO[-A967H
L14
1.64
N46•20'24E
L15
5432
NOI.15114•A
L16
5635
NOB•1296'H
LI7
4.91
1406.4146•101
LIB
22.10
9B9.14'49'H
LI9
55.94
HO6.19G2E
CURVE TABLE
CURVE
LENGTH
RADIUS
CI
1934
116E
02
664
244105
C6
31.22
68.9E
04
12J&
6934
05
039
T-m
C6
4:19
257129
61
14:75
5105
CO
463E
65.90
C9
226
1957
CIO
6.10
962
012
5.26
44.16
CIS
low
5.10
0I4
s1h1
1620.25
'C15
5631
620536
C16
12hO
152
CI7
12.07
15.92
CIB
1254
15.41
CI9
23.40
1665
C20
8.9E
SO6
021
Is 33
5O6
c22
60.75
we-m
PRE -CAST OUTLET STRUCTURE DETAIL
POND STRUCTURE
RA
' n-T+4 �,Ll,-E.
! R ILI 4 {/ lJtII AI 21 /14 ILL r T >TR
4PPRC1EFJ r.4
REBAR GRATE (TOP OF BOX) DETAIL
N. T S.
S' SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER
4'x4' FRECA5T
CONCRETE STRUCTURE
24" CAP
H/ HATER T16HT JOINT5
(16' TOTAL HEIR
6 N R 1 OUTLET STRUCTURE NOTES,
LENGTH)
I. SHOP DRAHIN65 5EALED BT' A
STRUCTURAL ENGINEER MUST BE SUBMITTED
TO THE DESIGN ENGINEER FOR APPROVAL
I
PRIOR TO CONSTRUCTION.
I
<
_
2. ALL RCP MUST MUST BE HATER TIGHT
1
-
,
0 Or a PJU 1 `F
O-RING JOINT AND INSTALLED IN
1
,
r Try -IF.
`
ACCORDANCE WITH THE MANUFAGTUREW5
1
DIMEN51ON5 AND SPECIFICATIONS.
-
3. PRECAST STRUCTURE MUST HAVE HATER
-
TIGHT JOINTS.
2"x2" NOTGH FOR
TRASH RACK
TRASH RACK WITH ANTI -VORTEX SUPPORT
WITH A TOP GRATE OF ALUMINUM BARS
SPACED 6" OC E/W
4'x4' PRECAST
O/ - l
GONGRETE RI5ER H/
--
CULTURED STONE
6'5( 6'-W REPAR 6RA7P. VENEER
REPAR TO BE WELDED AT
INTERSECTIONS 6 ATTACHED
TO TOP OF BOX.
3" DIA WG ORFIGE
'
W/ 90• TURNED
DOWN ELBOW
EL, 215
TRASH GRATE TO SET IN
2'x2" NOTCH ON PRE
CAST STRUCTURE &'X8'Xi8" GONG
REBAR TRASH RACK DETAIL FOOTING
POND OUTLET
STRUCTURE
NTs
PRIOR TO CONSTRUCTION
un "fAR BLLVAT :V 2 /.2' --
n `EaR FL.vf:, .V 26.4 -
Will -( VArh)h 25.3'
B" V,
J� 1I, 'E'✓r ,nA,r;' Frl. i VV "C
1_T' 23'
ll t,I �l .1 _I ( l 11
r
1 i7vGd l r .f.4 JFrA r FOOL 16.0' F,
iB
it
N.T.S,
Ham.
RCGOMMENOMP PLANT LIST (51512 DETAILED PLANTING PLAN)
us acal 25
iCi3°s CZ?�..Tils �S
--- BO;Y AV',,. A,- JLI' I1 STO 6'f 1 i'<r, i1GM�
6 r` 6"-#4
- R, 3AR c'FAIF.
10' H90E
70P OF DAM
J7 1C, tI. 5t@Pt'7
7� CrAS° 1 f' l
4x4' GHCF<1 AT iJ
✓�1. .TAT BOX 00L1.1R
WC' rF 1 RGHT n0' r_ r -'4 ' AL L74?/r 1 Ad U PF
REC, X -�
I0 s r7ro -:4r'
. „ 1ilN NAY. LS 1.TE^ � �H �L A Jet_ � ✓�"1111 ?_S
8.0,
i 3' DEEP (MIND \ I
- 11vV. -OFF TRENCH \
- 80x r'k 7 5'
C9'vu, rr 3a.�f
I. OMER (OR OWNERS A550CIATION) SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE.
2. CONTRACTOR SHALL ESTABLISH GRA55 ALONG THE BANKS AROUND THE PERMANENT POOL AS SOON AS 6RADIN6
OPERATIONS DICTATE. SEE PERMANENT SEEDING SPECIFICATIONS FOR 5EIEDIN6 SCHEDULE.
5. THE PERMANENT POND DETENTION SHALL BE LEE FOR TEMPORARY SEDIMENT STORAGE OURIN& CON5TRUCTION. ONCE
THE 517E HAS BEEN STABILIZED, THE PERM, WETLAND DETENTION SHALL BE CLEANED TO THE ORIGINAL DE51ON 6RADE5.
ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
4. 5EDIMENT SHALL BE REMOVED FROM THE POND WRING DEVELOPMENT "hI NEVER THE STORAGE VOLUME EXCEEDS 1S%
OF THE POND VOLUME.
5. POND HAS BEEN DESI6HED FOR A MAXIMUM 613% IMPERVIOUS AREA WITHIN THE DRAINAGE AREA.
6. A PUMP HILL BE PROVIDED BY THE OVIER (OR OYWER5 ASSOGIATGW IF HEEDED TO DRAIN THE POND FOR
MAINTENANCE,
W_' O3T center
tora'a"T 24" on cenleZ
on center
3W n center
,-
REVISIONS
-
0244141
rf�ND 1^ %'A,AD�
WETLAND
PLAN
ENGINEER:
GPT ENGINEERING 6 5URVEYIN6, ING. SCALE: 1 40'
5826 5AMET DRIVE, SUITE 105
HIGH POINT, NC, 21265
CONTACT, ROBERT THOMPSON, P.E. DATE: 10-22-07
PHONE:[phone] EXT:915
FAX, [phone]
PROJECT: 746.07
NOTE:
REFER TO GRADING & DRAINAGE PLAN DRAWN BY: RDT
FOR MORE INFORMATION.
BLUE RIDGE JOB# 407-108-NC SHEET 5

_'t IIIIC[7- JNIII C316 1 L
I•�.„ia. '1'11FIC-SERVFA'I' GLIFINBURNIE
I.rr:,p.re' 10,: 11W Ilal.-. n/aa; If;
/ / /�
/ /
\ \ STOCKPILE AREA:
...r •
INI \\Nn11N
""'" ""' "'T' "°"' "^ ""
BUILDING PADS WILL BE UTILIZED AS
STOCKPILE AREA PER SOIL CONSULTANTS
GENERAL EROSION CONTROL PLAN NOTES
REPORT TO PROVIDE STABLE FOUNDATION
DESIGN. E. COMPACTION)
I. 501E EROSION AND CONTROL DEVICES MUST BE INSTALLED INITIALLY AFTER THE GRADING
-1
w��,,,I la II. .,�
/ /
/
\
\
PERMIT 15 ISSUED AND ROUGH GRADING STARTS.
rr:n„ I' ururx„
: r: .Il x,n ,. I,r:.,Iul
/
2. DURING THE DEVELOPMENT A SITE, THE PERSON RESPONSIBLE FOR THE
DISTURBING ACTIVITY SHALLL I PERMANENT
AND MAINTAIN ALL TEMPORARY AND PERMANENT
EROSION
/ Rim 2.T9 /
°o \
O
AND SEDIMENTATION CONTROL MEASURES A5 REQUIRED BY THE APPROVED PLAN.
NINE
®®®®®®®®®®®®®®®®®
/ _ �c1 DDIT ONAL DEVICES MAY BE REQUIRED.
Iny 22.9,% -'4l / p. \-ate \ \ 3. IF FILL MATERIALS ARE BEING BROUGHT ONTO TH15 PROPERTY OR IF WASTE MATERIALS ARE
a� TAKEN FROM THIS PROJECT, TH15 INFORMATION MUST BE P15CL05ED AND SHOWN ON THE
LAO�' \ \ EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES ARE CONSIDERED
TO BE PART OF TH15 PROJECT.
O 4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREAS SHALL NOT
Np :. '� ' /\ 2�TT LB\ o \ \ C' BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED. ALSO, THE
/ / �\ \ \ \ / �+'00• IMMEDIATE 5EEDIN6 OF DISTURBED EASEMENT AREAS AFTER UTILITIES ARE INSTALLED
WILL ELIMINATE MANY PROBLEMS. EASEMENT AREAS WHICH OR055 OR ARE ADJACENT TO
sRim 26.0 p, WATERCOURSES SHOULD RECEIVE SPECIAL CONSIDERATION.
Inv 23.7 .oN
nimrwr CAME SFncwGma r, xs"L,I; :. Ur uNFncE narn '\ 5. CONSTRUCTION ACTIVITIES DISTURBING ONE OR MORE ACRES WILL BE 155UED A NPDE5
/ / P \\N� \ O / STORM WATER DI5GHAR6E PERMIT A5 REQUIRED BY THE FEDERAL GLEAN WATER ACT.
1 Ise
11.
U kl
11
11 A
A 1
(r 1. 1
ll" 2
II 1,
11 I
l'1
(r ,
,
91n, r
I.
narn 'r
n rn a
mrl Ir
n nl 1
If fp T
rvm�T
Nm 1
-.1
I' 111
I 111
Ikl
1' IAI
1' alklu
L1
1 11I ,
Lnl,m lr,l
4n lrl
,. u.
1 •+Iklw
IXrlll 1pl
A1ieIL tO/
u
1 IN lnl
I LI"Irp
H.ImNy
\"I.I.(p
I
c
c,
Il
li
rl
IS
I,
1L
:I4
li
Lf
Irr
I I
14
4
/ V 4T
SECTION B OF THIS PERMIT REQUIRE5 THE PERMITEE TO PERIODICALLY INSPECT ALL
2'/ SEDIMENT AND ER05ION CONTROL DEVICES AND TO KEEP A RECORD OF THESE INSPECTIONS.
", O1-o�1 N \ �R 1 \ / \�' i�� �^ ^/ B. GROUNDGOVER (TEMPORARY OR PERMANENT) SHALL BE PLACED ON EXPOSED SLOPES
le / \ 1 ' / N7 / !\\\l,� i �,�%�Y/F,,�% WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING,
/ a� f�. O DIVERSION DITCH $r �• �/"�� ' /// PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PLACED ON ALL
/' DISTURBED AREAS WITHIN 15 WORKING DAYS OR CIO CALENDAR DAYS (WHICHEVER
k" 15 SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OF DEVELOPMENT.
\. \ /\� '-\ / MAINTENANCE SCHEDULE:
IJ ALL ER05ION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LE55 THAN ONCE EVERY WEEK. ANY
CURB / ' / \\� . / / 6`� 6 .\\ \ REPAIRS OR GLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES
\ SHALL BE COMPLETED IMMEDIATELY.
EX.'EB / $ v / n '° o \ /�/ /i/ \ \ \\ 2) ALL SEEDED AREAS WILL BE REFERTILIZED, RESEEDED A5 NECESSARY, AND MULCHED
SSI /'Inv 24,4 / 0. / ;3\ `? 0 '\ P�Rim 25 / /// ' '%' / `\ \� ACCORDING TO THE SEEDING SCHEDULE.
,/ RIm 299 0 \ 1d / 'i i" \ �♦ 3J NO OFF -SITE BORROW OR WASTE AREAS HAVE BEEN CONSIDERED FOR THIS SITE. OFF -SITE
! Inv 2f 1 / d{ - / \ `�, 00 . \ Inv 23.0 a\a\ r/ r r _ j , qy BORROW OR WASTE AREAS ARE SUBJECT TO PERMITS THAT HAVE NOT BEEN OBTAINED FOR TH15
/ / / ' �•„/ , f.-.O N �/ di N \ iP 22B \ (y`� r ' ' iii' i \ ' �;1 @ �. \ ` n SITE.
TEMP SILT FENCE
RtInvm22er lDboa \ o? \ so RCp9: ,r \ SEE DETAIL FOR STORM DRAINAGE
UNDER CONSTRUCTION, STORM DRAINAGE
PAVEMENT WIDENING
8" ABC \� /-i' ' i� / / P \
/ / /'- o /_ �. / y Remaining Property of OUTLETS TO BE STABILIZED PRIOR TO
/ / / \ O
x Chose Village, LL UPLAND 015TRUBANGE
1.5" S9.58 / f // 14 \ Fo c o // G / p e \ FoDB. 1441, PG, 250 C
• n o0 V 1;1 � �/ o� 1 I � o a vv MB 14, Pg. 29
/ RELOCATE UTILITIES \ \ 6\ �i '// $ .r I @ / 1 1 1 \\
\.AS NEEDED LS O /,.'ii /ii' TDA I PET I'� \ ZONED: R-6
\ / / - _ /,' NGI ` \ - "� J \ \ \ ^ X ' :' �,,'• T /C e % OOEN SPADE
IMIT5 OF CONSTRUCTION
\ / 2A // SDa '`,`,\ i '' `\\��w yoo,�'m \ ��0�.�'/�'^�^,?+'r �/c/✓i0. / ;s' �
�/ OG• ' / / ZO ... / p 9 115. 4' \`$' \\` \ \ 'P+, n � O :D / l� ii' rrr / I y�
TDA.#R
-'. , � 1� .,'•' / f1' 0
/ /00
'\ 111 Inv 25.8/ 'Ad
/
/ O
\ \ Building
\414R \`!,C I\LT FENCE / = ^ ^ V 3 , yl \\ \\ l ;1 \ '� I 3o.r1 • i `\ \ ` A , / \� `\w.t
0.4
d�
POROVe DA"Llb TO EE
.LTG EA010P I rr COIRfroew
bw*ou.to Be
TRQCAID K eAlR2e
p
51+o ON rrLAILFL*\ \\,:,, \ \ \A2 R$ 0 �: 0 a \lN Mll / \ y' p -\ �R. pi \ •r�$]9p L.�\ r1 c e 5 'o/C
TO 5C 9T/IILQV AND I \ I r1 d // SEDIh6JT R ]DJ F�' M\ •D .]+g/ \� ,1' ' / T.gCN/G-� O tsJ. - - JL3.
�G ANDIMID SMC4Mt \ \' \ \ ! r " 4' / (9 B \ \/^\ ` �'' e<F m'E;. 7Ea 9, Pg rY Gc
�iT TO
r �'; \ \ \\ g. '(' 1.3 P 6P' \`\ G�i� �%� _ 1 �>.,.,
MSTALLATIotLMOETNL WIND
\,'� \\\\ \ \o \ ��Q,/. .'i. \ ``\ � •/"'�' ' �I \\ ._ @ tract 4 .1 i��
1lfOlYhhT10N '� \ O- PP•
/
I \ ly y �' I B\ \ \ : ' j \p3b.9 I 1 '• DD., ^ \
� p
NL ,t- PROTECTION 1'
\ ,
TEOTI
s
l
� ® \\+�\ \\� w. � \\ FFE.30201t
dk
a' ......... T c " `o , \ ,• W .\\\ \ \ �\\ \ \\ - - 6 9 } __�._ _ ____ _T -(♦ '--- _ _ __ _ iI
N 48'13 00 a\\ \ O\ ->\
s
120.42 -
x '\\ \\l\�. < \ \ • 2+ -. ���' `� -- --- --' "1'-- --__----' -__- -_---
ib M„ d An d d. \,.. ' tj\b t.\ \\ \ ]9 ��'�' __ __-ID_91TQ�E=¢ _--- _ __ __ ___ _ _ _
., urM1,,. Q \\�
\\
/ \ \ twn
Suvie pe su4pwz 4mq \ /1 \ \\VA
9eM / L` rt n2.
C 1
TEMP CON5TIP.\UCTION \.3 ]• • 399^ _
ti
ENTRANCE \`\ ��. _ 9., DO '
nae t :fe \i 00\\. IYF,4 39.1 ]9A •SOD
TEMP SILT FENCE \\�? ],.,. 6� u *b
] ]°I 5 J6lG
v. R. fFE- I ov v _. !
I. 5GEVtI c A RiE-LONSTRWngi HEETINS WITH THE OY R. ALL CONTRACTORS FOR
LAN I AND/OR EROSION AND THE ER0510N CONTROL INSPECTOR
D D STURBA 15R CONTROL, AND ,
TO DISCUSS THE EROSION TION LIMITS
FLAN AND TO OBTAIN TIE FL A DO PERMIT.
Z. R THE IffW GONSTRI1 T LIMITS AS INDI N_ ON TIE PLPN, DO NOT EXCEED
FROL'ERTY BJWZIW, LIMITS
W THAN' WRITTBI TH THE tF AOPRIOR TO
PROPERTY OHffRS.
FLAG IN CLEARING. LIMITS AND VERIFY WITH THE ROUND PRIOR TO CLEAR T
3. BEGIN DR,4 R JE ONLY Tiff ADEQUATE SPPCE.AROUSD THESITE PERMffTER. TO INSTALL
Tiff 1EMPORARY EROSWN CONTROL MIEASLRES ALONG TIE PERIMETER CP "(FE DISMEBED
LIMITS
4. INSTALL TIE TE P Til fgN5TENTR
ANCE. INSTALL SEDIMEFENC NT IIYa TO.
PROTECT BANKS5OF E%ISnHNS0 CM.•IrPP A
B. ALL917KTK JAPToo Sn2MA NRuLA ON
0101wl4.Tl4VRW ROAP:
CM806 0 O-OWW s10gOR/iMAE IN MC DLL M70leRAINIStT $D
ANDX Ps70 CLEAR9t GYAS IN APIL%ICATIE INSTALL 1515R IM DJNEYSEDIMIN 11 BASINS
C TEMPORARY LL ARC Eli- AS MOIL Pl M1PA RISER 1N SEDIMENT BASIN 1 I5
COMPLETED INSTALL ARP PIL SASIN PIPE INVERT. T 0tENCARY DIVERSIONS SMNl
BE MAINTAINED T A SE SEFIST BA51N TNR11NP T THE SEOLENLE OF OR AIND SSDI . 0
5B. SILT FENCING SITE BE INSTALLED BEHIND ALL EARTIffN DIVERSION AND SEDIMENT
BERMS ALONG THE SITE PERIMETER, KONS DRAINAGE EASEMENTS AND AT Tiff TOE OF
L THTrf SLOPES. SILT FENCING WILL BE Ir TO PROTECT THE BANKS 0P THE DIGHS T
FOR E TEMPORARY GROSSING OLRING EARLY CONSTRUCTION.
D. GENERAL L TIQNN5 SHALL OR,N THAT EROSION CONTROL MENSES ARE IN
PLACE AND PUNP MILT'G PRIOR TO GRPDING. GTORMv NP OETELTTION POND AND
OUTLETS MUST BE CLEAR 5 STPBILIZED PRIOR TO UPLAND GRADING.
,. INST L T5TOR CLEARING AND GRUBBING PHASE 5 BEGIN RLYIGH GRADING 5 RO
B. INSTALL STORM S ROJfNA5 5L\1f1 AS TIE GRADING PHASE ALL L INSTALL ERALL
CONTROL OEVILE5 DRAT THE STORM.INLETS. BLOCK AND GRAVEL DEVICES. INSTALL
AND MAINTAIN STORE, DRAIN ENDER LONTRLGTION DEVICE AT END OF DAY OR ONSET OF
RAIN.
9, SEED SCOFFS AND GRADED AREAS OJTSIME OF STREET RI6FIT-OF-YL4Y ONCE FINK
GRADE 15 ESTABLISHED.
10. STAGILOO THE BEST FORM NT EROSION CONTRA-, TEMPORARY SEEDING IS
NECESSARY
TO ACHIEVE EROSION CONTROL OF N LARGE DELUDED AREAS. ALL GRADED
SLOPES MUST F ANY SEEDED AND MULCHED NITMIN IS WORKING DAYS FOLLOWING
Y TION PHASE GRADIN 11, G II. CONTRACTOR
SHALL ADL5T EXISTING EROSION LONTROL ADDITIONAL
A5 SI OUIRED
dR11SG COH5TRLGTION L CIE95A TCB S I RNSTNLLOS$ON ANY ADDITIONAL EROSION CONTROL
-_ A5 ME, NEPE55ARY BY THE ERO5tON C.OMROL INSPECTOR
IT INSTALL STOLE, LLRB, AND /9PHALT.
I3. PERMALENT 6RLUND COVER SHALL SEEDED FOR KL E%P05ED AREAS WITHIN IS
WORKING GAYS OR 30 CALENDAR DAYS
OPI INTER IS SHORTER) F 6RAPiG
LOTMT115ON OF CONSTRUCTION OR DEVELOPMENT OR LEASAnON CF GRADING
14, I TES.
14. N.L EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE GIICLe&S FOR STABILITY
AND OPERATION FOLLOWING EVERY STORM ECeS 5 RT IN NO CASE LESS THAN ONCE
EVERY MEEK, ANY REPAIRS OR GLEANING IEGE55/•RY TONI MAINTAIN EROSION AND
SEDIMENT LONTR0. FRPLTILFS SAKI. BE COMPLEED TIMMEDIATELY.
15, - SEEDED AREAS SHALL BE REFERnLIZED, RESEEDED A5 LffcE55ARY, AND
MW.LCHED ACCORDING TO THE SEEMING SGIEPILE.
IS. APTER 517E HAS BEEN PROPERLY SrABie ENOI AND INSPECTED BY THE EROSION
CONTROL INSPECTOR MID OR RESPONSIBLE ENGINEER REMOVE TEMPORARY EROSION
CONTROL DEVICES.
n, THE OWSER SHALL PERPETUALLY MAINTAIN ALL NENt EROSION (ANTROL
DEVICES IN ORDER TO MINIMIZE THE EFFECTS OF EROSI EROSION.
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Armstead Dalton Toler, Jr.
DB. 1858, PG. 38
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`-•- LIMITS OF CONSTRUCTION
WETLANDS ARE NOT PRESENT ON SITE.
STORMWATER MANAGEMENT PLAN AND EROSION
CONTROL PLAN TO BE SUBMITTED TO
APPROPRIATE ATHORITIES AND APPROVED BEFORE
CONSTRUCTION SHALL BEGIN.
SEE DETAIL SHEET AND GRADING PLAN FOR PIPE
SCHEDULE AND CALCULATIONS.
ALL ROOF DRAINAGE TO BE TIED
INTO STORM DRAIN SYSTEM
ALL MAJOR STORM STRUCTURES
PER CITY OF NEW BERN STANDARDS
AND SPECIFICATIONS.
NP= NYLO-PLAST SUPPLIMENTAL
12" INLETS WITH HDPE LAND
NO LESS THAN 0.20%.
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Georgia P. Moclnnis,
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Line T. Parrott, & Seth W. Parrott, Jr.
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51TE NARRATIVE:
CONTRACTOR SHALL HAVE CLEARING LIMITS FIELD STAKED AND I 1
THE PROPOSED SITE (IG.08 AG.3) IS CURRENTLY A MOBILE HOME PARK WITH
SHALL VERIFY WITH OWNER OR OWNER'S REPRESENTATIVE ON -
i 1
APPROX. 120 MOBILE HOMES. ONLY A FEW TREES EXIST WHERE THE PROPOSED
SITE PRIOR TO CLEARING. I I
GLUI3HOt,5E 15 PROPOSED THE REST OF THE 51TE HAS ROADS, EXISTING UTILITIES,
1 1
MOBILE HOMES WITH CONCRETE PADS AND SOME SMALL PATCHE5 OF GRA55ED
AREAS BETWEEN HOMES. THE 51TE 15 VERY FLAT, ELEVATIONS DIFFERENCES ON
DEVELOPER: BLUE R/DGE DEVELOPMENT 6ERV/GE5, L.L.G. 60.00'
THE 51TE RANGE FROM APPROX. 29 TO 25 ON M05T OF THE SITE. EXISTING
5826 SAMET DRIVE, SUITE /OS S 69.55'00" W
DRAINAGE DITCHES SURROUND THE 51TE THE PROPOSED SITE WITH AN INVERT
H/6H POINT, NG 27265
ELEVATION AROUND 22.5'. THESE DITCHES PROBABLY WERE INSTALLED TO DRAIN
336-669-1500
THE AREA. ALL EXISTING UTILITIES AND DRAINAGE ON 517E WILL BE DEMOLISHED
CONTACT: LINDA HILL
FOR THE NEW GONSTRUGTION. THE NEW SITE WILL INCLUDE 13-24 UNIT APARTMENTS,
GARAGE5, AND PARKING THAT WILL BE APPROX. G.54 AG. IMPERVIOUS. SEWER AND
WATER EXTEN51ONS AND ROADWAY5 WILL BE PRIVATE ON SITE. STORM WATER
FROM THE PROJECT WILL BE CAPTURED BY A NIETPOND DETENTION AREA TO THE
EAST OF THE SITE THAT WILL BE INSTALLED PRIOR TO BUILDING CERTIFICATE OF
OCCUPANCY. TH15 SYSTEM WILL THEN DRAIN TO THE EXISTING DITCH ON SITE WHIGH
ENG/NEER: GPI EN6/NEERINC5 6 SURVEY/NI LNG.
WILL BE GLEAN OUT OF ALL EXISTING TRASH AND PEOR15 AND THE FLOW TO A
4400 TYN/N& STREET
TRIBUTARY OF JACK SMITH CREEK.
H/6H POINT NC 27265
MB6) 612-6600 EXT. B13
CONTACT.• ROBERT 0. THOMPSON, P.E.
WETLAND DETENTION POND
SHALL BE BUILT W/
PERIMETER EROSION
CONTROL MEASURES ff
UTILIZED AS A TEMP
SEDIMENT BASIN DURING
GONSTRUC,TION NO
FLANTIN65 UNTIL
SEDIMENT REMOVED
/
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REVISIONS
SEAL
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ER05ION CONTROL
PLAN
SCALE: 1 " = 60'
DATE: 10-3-07
PROJECT: 746.07
DRAWN BY: RDT
BLUE RIDGE JOB# 407-108-NC SHEET 6A

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747.99' DATE: 10-3-07
S 69'55'00" W
PROJECT: 746.07
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Georgia P, MccInnis, d v j d DRAWN BY: RDT
Lane T. Parrott, & Seth W. Parrott, Jr. Ln
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BLUE RIDGE JOB# 407-108-NC 6B
SHEET
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