Boom Drainage Plan Set_01_31_23_signed.pdf

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(JACOBS)
GRAVEL GRAVEL by the licensed professional named above using a
842.5 INV EXISTING PIPE BERM BERM digital signature and date. Printed copies of this
document are not considered signed and sealed, and
(JACOBS) #57 STONE EXISTING the signature must be verified on electronic copies
WETLAND BUFFER
ARCH/ENGR OF RECORD
PROPOSED 0.5% KEVIN P. HIGGINS
839.00 11111111111110— NC PE N0. 035700
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FOR DETAILS 40 20 0 20 40
DRAWING NO.
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30.42-R006-07/15/19
1 2 3 4 5 6

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855.0' 1801 STANLEY ROAD, SUITE 315
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85 ELEV:851.24 850
This item has been electronically signed and sealed
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digital signature and date. Printed copies of this
document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY CAR 4�
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30 2-R006-07/15/19
1 2 3 4 5 6

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---------------
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_ - Date of Print --15
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(PROPOSED TRENCH GRADE) -----------------------_________
----- ------ - This item has been electronically signed and sealed
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(PROPOSED TRENCH GRADE) TRENCH LENGTH TOTAL 1287.12 FT
STA:62+79.56 ARCH/ENGR OF RECORD
85 ELEV:851.71 850 KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY , CAR 4,
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DRAWING NO.
C-506
3-2-R006-07/15/19
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857.0 8S6 0, /
336.944.6880 (OFFICE)
859.0' \ NCBELS LICENSE: 9-1212
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DOCUMENT HISTORY
----------------
REV DATE DESCRIPTION
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Rechecked By Date
Date of Print --1 5
This item has been electronically signed and sealed
85 850 by the licensed professional named above using a
digital signature and date. Printed copies of this
document are not considered signed and sealed, and
STA:63+64.23 the signature must be verified on electronic copies
ELEV:850.99
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
3.23% SLOPE
DESIGNED BY
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3-2-R006-m/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
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Rechecked By Date
Date of Print --1 5
1.44% SLOPE This item has been electronically signed and sealed
(PROPOSED TRENCH GRADE) by the licensed professional named above using a
digital signature and date. Printed copies of this
document are not considered signed and sealed, and
STA:72+40.39 the signature must be verified on electronic copies
ELEV:845.52
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY CAR 4�
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DRAWN BY :.p•��Q�oF ESS����\ /���,,:
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TITLE Kt , P. H
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DRAWING NO.
C-508
3-2-R006-07/15/19
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840 840 This item has been electronically signed and sealed
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STA:84+91.62 digital signature and date. Printed copies of this
ELEV:841.92 document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY dp, C A p
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83 830
79+00 80+00 81+00 82+00 83+00 84+00 85+00 C-509
30 2-R006-07/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
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SWALE 51-C -
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EXISTING GRADE -25.00% SLOPE
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Date of Print --15
Pipe- (6) M / �_ This item has been electronically signed and sealed A, by the licensed professional named above using a
v 85 00 _\ 850 digital signature and date. Printed copies of this
� co ---�-- `—�_ document are not considered signed and sealed, and
Q _ -- \ the signature must be verified on electronic copies
--- _ -
----� ARCH/ENGR OF RECORD
-- --_� KEVIN P. HIGGINS
NC PE NO. 035700
-0.75% SLOPE I�
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3-2-R006-07/15/19
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Rechecked By Date
\ Date of Print --1 5
This item has been electronically signed and sealed
85 850 by the licensed professional named above using a
digital signature and date. Printed copies of this
document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY dp, CAR 4
KH 0
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30.42 R006 07/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
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850 850 Date of Print --1 5
This item has been electronically signed and sealed
EXISTING GRADE by the licensed professional named above using a
\ digital signature and date. Printed copies of this
document are not considered signed and sealed, and
- the signature must be verified on electronic copies
0.83% SLOPE
ARCH/ENGR OF RECORD
(PROPOSED TRENCH GRADE)
KEVIN P. HIGGINS
/ — NC PE N0. 035700
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3-2-R006-07/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
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----
(PROPOSED TRENCH GRADE)
\ Date of Print
------------------
This item has been electronically signed and sealed
by the licensed professional named above using a
digital signature and date. Printed copies of this
document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
84 840 NC PE NO. 035700
DESIGNED BY o��" CAR 4�
KH
DRAWN BY :.``•OQ��FESS����\
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30 2-R006-07/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
F1 BRPH
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Date of Print --1 5
139 93,of24„C This item has been electronically signed and sealed
ed NppE
84 - at 840 84 ip $40 by the licensed professional named above using a
p digital signature and date. Printed copies of this
e @-2 8g document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY p�``. C A
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PVC PIPE @ 2.40% `
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TITLE ktV.i Hag
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DRAWING NO.
830 830 830 1 830 C-514
119+00 120+00 121 +00 122+00 139+50 140+00 141+00 142+00
30.42 R006 07/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
I www.brph.com Copyright © 2022
EBRPH
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------------------------------- Checked By Date
STA:130+01.19 Corrected By Date
ELEV:839.00
Rechecked By Date
STA:131+05.70_/ --15
Date of Print
ELEV:837.99
104.54' of 30" Corrugated IDPE Pipe @-1.00% This item has been electronically signed and sealed
by the licensed professional named above using a
digital signature and date. Printed copies of this
document are not considered signed and sealed, and
the signature must be verified on electronic copies
ARCH/ENGR OF RECORD
KEVIN P. HIGGINS
NC PE NO. 035700
DESIGNED BY CAR 4�
KH
DRAWN BY
GM : O_ �
SEAL
A PROJECT NUMBER 035700
1462 c
83 830
129+50 130+00 131 +00 131 +50 N DATE
'.,•, / ..G I N
11 ZIL20a�d by: ON
TITLE L p. Ej,;0,i,�, 1/31/2023
E898DBE48FC2444...
POND P2
DISCHARGE
PLAN & PROFILE
DRAWING NO.
C-515
3-2-R006-m/15/19
1 2 3 4 5 6

DocuSign Envelope ID:78DOFFE1-BCB1-498F-A636-605C4D285AA8
5C3
PGG BRPH
www.brph.com Copyright © 2022
/ o 0 1. AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
SO, 2. DIMENSIONS OF GRAVEL PAD -
/ THICKNESS: 6 INCHES MINIMUM --
O�O WIDTH: 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS OF THE
VEHICULAR ENTRANCE & EXIT AREA; WHICHEVER IS GREATER. DC
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2-3 INCH O O O LENGTH: 50 FOOT MINIMUM
TRUCK ACCESS OVER SWALE WASHED STONE 3. LOCATION: LOCATE CONSTRUCTION ENTRANCES & EXITS TO LIMIT SEDIMENT
CLASS 1 RIP RAP O OUP FROM LEAVING THE SITE & TO PROVIDE FOR MAXIMUM UTILITY BY ALL
E TRUCK ACCESS CULVERT INSTALL FILTER FABRIC o 0 0 CONSTRUCTION VEHICLES.
PRIOR TO WASHED STONE. Building
MIRAFI 180-N OR APPROVED O O O 10ll 4. AVOID STEEP GRADES & ENTRANCES AT CURVES.
EQUIVALENT. o 0 o MIN. 5. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. G rou p
6. INSPECT THE SURFACE & TOP DRESS THE SURFACE AS NEEDED WITH GRAVEL.
00 �- PARRIS H&PARTN E RS
0 oc00� o�o�o I_
PARRISH AND PARTNERS OF NORTH
TEMPORARY CONSTRUCTION ENTRANCE PAD CAROLINA, PLLC
oa�0o�' O�O�O 1801 STANLEY ROAD, SUITE 315
NTS GREENSBORO, NC 27407
336.944.6880 (OFFICE)
NCBELS LICENSE: 9-1212
OQOQOQOQO - NOT FOR CONSTRUCTION
-I
DOCUMENT HISTORY
REV DATE DESCRIPTION
SWALE VIEW AT TRUCK CROSSING VIEW
CLASS 1 RIP RAP
TOP OF SWALE PER PLANS
30" UNDISTURBED SUBGRADE 6.0' 0.7' # 57 STONE
VEHICLE DRIVE CULVERT o 0 0 0 30 FT
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PIPE INVERT PER PLANS 3.0'
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NTS Ln
LEVEL SPREADER Q 0
J " O
NTS < Z J
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O� 25 r , LAZ
O y TOP OF BERM/DAM EL = 848.50 TRAPEZOIDAL SPILLWAY LINED v W V
=I I WITH IMPERMEABLE MEMBRANE O� TOP OF BERM EL = 848.00 - Z LL1 W
I M I 25' WIDE EMERGENCY SPILLWAY EL = 847.00 3 y NOR EMERGENCY SPILLWAY =_=I ==1 I O
=I RISER INVERT EL = 846.00 =__ 1 =I I DUE TO VOLUME PROVIDED ==I I I=I I I=I I I=I I I=I I I i
-III= = I = I I= I I- - BEGIN 9.5 TIMES GREATER
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-III /� o ��- I I 11 Mi 1 3 1=III=III=III=III=III=III; w O
3 SKIMMER W/ 4 ORIFICE 6��/ I I I- I I- I I- I I- - = RISER INVERT EL = 845.50 III=III=III=III=III=III O
BASIN BOTTOM EL = 842.00 =1 = I I= 11= III- III=III=III=III=III=III=1 D m
__ - -_ -_ -_ -_ -_ -_ -
-I = - - - - = I=1 I = - - - 4" SKIMMER W/ 2.75" ORIFICE `� 6, o I-III-III-III-III-III-I
-I I I=III=I I-III-III I I I III-I 11-III I I I I I= I I= - I Mi III=III=III=III=III=III_
III-III=III I I III-III=� I I-III III-I I BASIN BOTTOM EL - 839.00
1. Q10 PEAK STAGE 846.20 -------- -I - - O
ANTI SEEP COLLAR
2. RISER DIAMETER = 66" DIAMETER CMP I=III=III=III= - -III '` III=I
3. BARREL = +/- 120LF OF 42" ALUMIZED CSP@ 1.3% SLOPE 10'X10'X1' 2' DEEP CUTOFF TRENCH
3.1. INVERT AT RISER=841.60 CONCRETE ANTI 1. Q10 PEAK STAGE 846.55
3.2. OUTLET INVERT =840.00 FLOTATION BLOCK 2. RISER DIAMETER = 66" DIAMETER ALUMIZED CSP ANTI SEEP COLLAR
4. CONTRACTOR TO SURVEY BASIN DIMENSIONS AND VERIFY WITH ENGINEER. 3. BARREL = +/- 105LF OF 42" ALUMIZED CSP @ 2.1% SLOPE 10'X10'X1' 2' DEEP CUTOFF TRENCH
5. PROVIDE 12" CLEARANCE BETWEEN BOTTOM OF SKIMMER ORIFICE AND BOTTOM 3.1 INVERT AT RISER=837.90 CONCRETE ANTI
OF SEDIMENT BASIN. 3.2 OUTLET INVERT =835.70 FLOTATION BLOCK
6. INSTALL V HIGH BY 4' WIDE STONE PAD BENEATH SKIMMER TO ELEVATE ABOVE 4. CONTRACTOR TO SURVEY BASIN DIMENSIONS AND VERIFY WITH ENGINEER.
BASIN BOTTOM. 5. INSTALL V HIGH BY 4' WIDE EXCAVATED STONE PAD BENEATH SKIMMER TO
7. ATTACH ROPE FROM SKIMMER TO STAKE LOCATED ON BASIN BERM. ELEVATE ABOVE BASIN BOTTOM.
8. PAYMENT FOR THE RISER STRUCTURE SHALL INCLUDE ALL MATERIALS AND 6. ATTACH ROPE FROM SKIMMER TO STAKE LOCATED ON BASIN BERM.
B WORKMANSHIP REQUIRED FOR A COMPLETE SYSTEM IN PLACE. THIS INCLUDES 7. PAYMENT FOR THE RISER STRUCTURE SHALL INCLUDE ALL MATERIALS AND
SKIMMER, ANTI-SEEP DEVICES, CUTOFF TRENCHES, AND ALL OTHER ITEMS NEEDED WORKMANSHIP REQUIRED FOR A COMPLETE SYSTEM IN PLACE. THIS INCLUDES
FOR THIS BASIN. SKIMMER, ANTI-SEEP DEVICES, CUTOFF TRENCHES, AND ALL OTHER ITEMS NEEDED
FOR THIS BASIN.
EXISTING SEDIMENT BASIN SB-G DETAIL EXISTING SEDIMENT BASIN P-2 DETAIL o INTERIM Q FINAL
NTS NTS CHECK PRINT
Checked By Date
Corrected By Date
TOP OF BERM EL = 848.00
'c<O� 25' - NOR EMERGENCY SPILLWAY Rechecked By Date
DUE TO VOLUME PROVIDED Date of Print 15
TOP OF BERM/DAM EL = 848.5' TRAPEZOIDAL SPILLWAY LINED BEGIN 9.5 TIMES GREATER
_ WITH IMPERMEABLE MEMBRANE P4Okv THAN REQUIRED _ This item has been electronically signed and sealed
III=I I 25' WIDE EMERGENCY SPILLWAY EL = 847.00' 3 =_=I =_=1 I by the licensed professional named above using a
-III-I _I III-III-III-III-I I I� digital signature and date. Printed copies of this
�- TOP OF RISER INVERT EL = 844.50' 1 - _ _ _ _ _ document are not considered signed and sealed, an
-III- 24" ORIFICE INVERT EL - 843.0' TRASH RACK I I=1 I I I I-I I I-I I I=I I I=I I M I M I I the signature must be verified on electronic copies
-I O I (CENTER OF ORIFICE)
III=1 3 I=III=III=III=III=III=III-
ARCH/ENGR OF RECORD
4 ORIFICE INVERT EL = 841 .25 TOP OF RISER INVERT EL = 844.00' 1 I=I I I I=III-III I KEVIN P. HIGGINS
BASIN BOTTOM EL = 841.00 I=I I (CENTER OF ORIFICE) III= =III=I I NC PE NO. 041787
-I I II I II I II I II I a I I I I I -I I I-I I 4„ ORIFICE INVERT EL = 8_39.25-,E I - I I
DESKIGNHE ,,o`•F••E•C"s"As'•i•R•,q"<
'
30" HDPE OUTLET PIPE BASIN BOTTOM EL = 839.00 -I I ( )
DRAWN BY
1. Q10 PEAK STAGE 845.20' 6" WQ PVC OUTLET PIPE TO LEVEL SPREADER IIII I = GM SEAL
A 2. RISER DIAMETER = 66" DIAMETER CMP ANTI SEEP COLLAR I=III=III=III= - _ �I I I III=I I PROJECT NUMBER 03000
0 2' DEEP CUTOFF TRENCH ' 30 HDPE OUTLET PIPE 1462
3. BARREL = +/- 120LF OF 6 PVC@ 2.4/o SLOPE - - -
10 X 10 X 1
6" WQ PVC OUTLET PIPE TO LEVEL SPREADER DATE �........... � ,,
3.1. INVERT AT RISER=841.60 1. Q10 PEAK STAGE 844.34' ANTI SEEP COLLARby:*-,,,
CONCRETE ANTI CORRUGATED STEAL RISERP.
i ed .`
3.2. OUTLET INVERT =837.60 2. RISER DIAMETER = 66" DIAMETER ALUMIZED CSP 11/ 2
FLOTATION BLOCK - ''••••���•••►•••'1/31/zoz3
4. CONTRACTOR TO SURVEY POND DIMENSIONS AND VERIFY WITH ENGINEER. SHALL BE REMOVED ANDXi 2' DEEP CUTOFF TRENCH TITLE Kivk4' P. H"�&'`'�
REPLACED BY PERMANENT 3 3.1gNVERT AT RISARREL OR Lg OF 00" HDPE @ 1.0% SLOPE CONCRETE ANTI E R ���24�0 NTRO L
WATER QUALITY STRUCTURE 3.2 OUTLET INVERT =835.70 FLOTATION BLOCK CORRUGATED STEAL RISER
( SEE DETAILS ) 4. CONTRACTOR TO SURVEY POND DIMENSIONS AND VERIFY WITH ENGINEER. SHALL BE REMOVED AND DETAILS
REPLACED BY PERMANENT
WATER QUALITY STRUCTURE
( SEE DETAILS )
DRAWING NO.
DRY DETENTION BASIN-G DETAIL DRY DETENTION BASIN P-2 DETAIL C 516
NTS NTS
30x42 Roab 07„5„9 1 5 1 6