20130576 Ver 1_Stormwater Info_20131122

Strickland, Bev
From: Lucas, Annette
Sent: Monday, November 25, 2013 10:21 AM
To: Strickland, Bev
Cc: Smith, Cherri L; Boyer, Kevin
Subject: FW: DWQ# 13 -0576
Attachments: KL2 - Sheet 59C of 64.PDF; KL2 - Sheet 57 of 64.PDF; KL2 - Sheet 58 of 64.PDF; KL2 - Sheet 59B of
64.PDF
Bev,
Please ATF.
Thanks,
Annette
From: Leo Green III [mai Ito: LeoIIICa). rea.com]
Sent: Friday, November 22, 2013 10:58 AM
To: Lucas, Annette
Subject: RE: DWQ# 13 -0576
Annette
Good morning. Please find attached the Klausner Lumber Two pond plans with the revisions we discussed yesterday.
Please verify that this is all the remaining information you need in order for the permit to be issued.
Thanks Annette and I look forward to hearing from you.
E. Leo Green, III; P.E., P.L.S.
Green Engineering, PLLC
303 Goldsboro Street E
Wilson, North Carolina 27893
252 - 237 -5365 (Phone)
252 - 243 -7489 (Fax)
elg3agreeneng.com
From: Lucas, Annette [ mailto :annette.lucasCa)ncdenr.gov]
Sent: Thursday, November 07, 2013 9:56 AM
To: Leo Green III
Subject: RE: DWQ# 13 -0576
Thanks for the heads up! I have the submittal in my office and will look at it ASAP.
Annette
From: Leo Green III [mai Ito: LeoIIICa). rea.com]
Sent: Tuesday, November 05, 2013 9:57 AM
To: Lucas, Annette; Sean P. Hein
Cc: Walter Cole; Strickland, Bev; Smith, Cherri L
Subject: RE: DWQ# 13 -0576
Annette

Good morning. I just wanted to follow up with you on the status of the subject permit. The additional information
requested was sent out on October 18, 2013.
Thanks Annette and I look forward to hearing from you.
E. Leo Green, III; P.E., P.L.S.
Green Engineering, PLLC
303 Goldsboro Street E
Wilson, North Carolina 27893
252 - 237 -5365 (Phone)
252 - 243 -7489 (Fax)
elg3agreeneng.com
From: Lucas, Annette [ mailto :annette.lucasCa)ncdenr.gov]
Sent: Wednesday, August 07, 2013 4:34 PM
To: Sean P. Hein
Cc: Leo Green III; Walter Cole; Strickland, Bev; Smith, Cherri L
Subject: RE: DWQ# 13 -0576
Sean,
That will be fine - we'll expect your submittal on or before September 8, 2013.
Thanks,
Annette
From: Sean P. Hein [s.hein @greeneng.com]
Sent: Wednesday, August 07, 2013 3:40 PM
To: Lucas, Annette
Cc: Leo Green III; Walter Cole
Subject: DWQ# 13 -0576
Ms. Lucas,
Regarding the request for additional information for the Halifax County Sawmill, DWQ #13 -0576, we are in the process of
sending you additional information as you have requested. We are still waiting for the O &M Agreement to be signed and
returned to us. I am requesting that you extend the deadline, which was set at 30 days from July 8th. We would
appreciate another 30 days so that we may submit to you a full response package
Thank you,
Sean P. Hein, PLS, CFS
s.hein .preeneng.com
lEnglineerbg
NC Firm License: P -0115
303 Goldsboro St. E

PO BOX 609
Wilson, NC 27893
Office: 252 - 237 -5365
Fax: 252 - 243 -7489
Mobile: 252 - 230 -2576
www.greeneng.com
Client: HALCO Project: 12108

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WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
NORTH CAROLINA FIRM LICENSE. P -0115
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE ® GREENENG.COM
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KLAUSNER LUMBER TWO
HALIFAX CO. NC SAWMILL PROJECT
ENFIELD TOWNSHIP HALIFAX CO., NORTH CAROLINA
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BROOMSEDGE ANDROPOGON VIRGINICUS)
TYPHA SPP.)
SOFT RUSH JUNCUS EFFESUS)
SMARTWEED POLYGONNUM SPP.)
SOFT —STEM BULRUSH SCIRPUS VALIDUS)
POND SIDE SLOPES — ABOVE PERMANENT POOL
TALL FESCUE
PENSACOLA BAHIAGRASS
SERICEA LESPEDEZA
KOBE LESPEDEZA
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DRAINAGE AREA:
POND INVERT.
RISER /BARREL INVERT:
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PERMANENT POOL:
4 "0 ORIFICE ELEV,:
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BARREL DIA.:
EMERGENCY SPILLWAY ELEV.:
TOP OF DIKE ELEV.:
39.4D AC.
86.50
86.50
86.00
91.00
91.00
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93.00
95.00
LEGEND
EX. 1' CONTOURS —
EX. 5' CONTOURS
WETLANDS W W— W EXISTING TREE LINE
EXISTING TREES -
TO BE REMOVED
ZONE AE FEMA DESIGNATED 1% ANNUAL
CHANCE FLOOD LIMITS
2011 BORE LOCATION }-
2012 BORE LOCATION Z
2012 CPT LOCATION G
HOG WIRE FENCE
CHAIN LINK FENCE X X
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CONSTRUC11ON SEQUENCE
CLEAR AND GRUB OUTLET STRUCTURE SITE.
CONSTRUCT RISER /BARREL STRUCTURE AS SHOWN
ON THE CONSTRUCTION DRAWINGS AND SPECIFIED
IN THE CONTRACT SPECIFICATIONS.
CLEAR AND GRUB ENTIRE POND SITE, REMOVING
ALL TREES, STUMPS, AND DECAYED MATERIAL.
INSTALL ALL TEMPORARY SEDIMENTATION AND
EROSION CONTROL MEASURES SURROUNDING POND
SITE AS SHOWN ON THE PLANS. AFTER EACH
RAINFALL EVENT, CHECK ALL TEMPORARY
SEDIMENT CONTROL MEASURES AND CORRECT AS
NECESSARY (POND TO BE USED AS TEMPORARY
SEDIMENT TRAP AND SHOULD BE CLEANED OUT
BEFORE POND IS PLACED INTO OPERATION).
REMOVE TOPSOIL FROM POND SITE AND PLACE IN
DESIGNATED BERM AREAS.
PROOF ROLL DIKE FOUNDATION SOILS,
UNDERCUTTING ALL UNSUITABLE MATERIAL AND
REPLACING WITH SUITABLE BACK FILL.
EXCAVATE POND AREA, CONSTRUCT AND BACK
FILL STORM DRAIN OUTFALL AS SHOWN ON THE
CONSTRUCTION DRAWINGS.
PROPERLY STABILIZE POND AREA TO PREVENT
EROSION OF DIKE SLOPES,
UPON COMPLETION OF PROJECT CONSTRUCTION
REMOVE ALL SEDIMENT FROM POND.
LINE TOP AND SIDE OF POND AND DIKE SLOPES
WITH EXCELSIOR CURLED —WOOD MATTING.
ONCE POND AREA IS PROPERLY STABILIZED AND
APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCING, SEDIMENT BASINS, ETC. AND SEED PER
SPECIFICATIONS.
NO EXISTING WETLANDS WILL BE DISTURBED BY
POND CONSTRUCTION.
REVISION DATE BY DATE: November 21, 2013
ADD POND DEPTH LABEL 10/18/13 RVM GRAPHIC SCALE CLIENT CODE: HALCO
JOB NUMBER: 12108
FIELD E: XXX
STORMWATER POND
CADFIL 121 a8— POND.dwg
POND B 0 25 so 100 ASCII FILE:
LAST MODIFIED: 22— Nov -13
SCALE IN FEET MODIFIED BY: RVM
SFEET No. 57 of = 64
47 -017

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EROSION CONTROL MEASURES SURROUNDING POND
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42"0 DISCHARGE PIPE
POND INVERT: 83.50
INVERT AT RISER 83.50 WITH EXCELSIOR CURLED–WOOD MATTING.
RISER/BARREL INVERT: 83.50
INVERT CULVERT AT OUTLET: 83.00 ONCE POND AREA IS PROPERLY STABILIZED AND
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96 "x96" ANTI–SEEP
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7' 7'-0" CONCRETE SLAB COLLARS 4"0 ORIFICE ELEV,: 91.00
(WITH 12" STONE BASE) TOP OF RISER ELEV.: 88.70 SPECIFICATIONS.
60-131" f
RISER BOX GEOMETRY.- 5 x 5' (GRATE/FRAME)
SIDE VIEW REAR VIEW
BARREL DIA.. 42"0 RCP NO EXISTING WETLANDS WILL BE DISTURBED BY
PRECAST BOX TYPICAL EMERGENCY SPILLWAY ELEV.: 90.50 POND CONSTRUCTION.
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OUTLET SSTRUCTURE URE DETAIL TOP OF DIKE ELEV.: 93.00
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CAR
GREEN ENGINEERING
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
SE
2 594 NORTH CAROLINA FIRM LICENSE: P•0115
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
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�o TEL [phone] FAX [phone] OFFICE @ GREENENG.COM
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No Scale
REVISION DATE BY DATE: November 21, 2013
CLIENT 7777 HALLO
KLAUSNER LUMBER TWO
HALIFAX CO. NC SAWMILL PROJECT
STORMWATERPOND
POND C
ADD POND DEPTH LABEL
10/18/13
RVM
GRAPHIC SCALE
0 25 50 100
I
JOB NUMBER: 12108
FIELD BOOK: XXX
CADFILE: 12108-POND.dwg
ASCII FILE:
LAST MODIFIED: 22-Nov-13
MMEME11
SCALE IN FEET muu1rJLU 01: r\ v Ivi
ENFIELD TOWNSHIP HALIFAX CO., NORTH CAROLINA. swET No. 58 OF 64
47-017

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