20231255 Ver 1_More Info Received_20231206

C-807
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J. HEGEMANN
J. HEGEMANN
C. TODD
01/31/2023
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NC
52561

NTS
NTS NTS NTSSEDIMENT BASIN NOTESSEDIMENT BASINSKIMMER SEDIMENT BASIN
NTS NTS NTSSILT FENCE OUTLET
NTS NTSTEMPORARY DIVERSION DITCHCHECK DAMS
FAIRCLOTH SKIMMERSTREAM AND WETLAND IMPACT NOTES
#5 PH1
#6 PH1
3.0
7.5
3.0
7.5
13
32
5,400
13,500
5,463
15,349
4,225
10,400
4,230
11,187
1.25
1.25
2.5
2.5
5.0
5.0
10
10
1.5
1.5
5.0
5.0
1.5
2.0
1.5
2.0
CONSTRUCTION NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
SECTIONAL VIEW
PLAN VIEW
4’ MAX.
4’
4’
1’1’
6’ MI
N
.
STEEL POSTS (QUANTITY VAR.)SKIMMER (SIZE VAR.)
RISER STRUCTURE
STONE ENERGYDISSIPATOR
EMBANKMENT
PLASTIC SLOPE DRAIN PIPE(PRACTICE STANDARD 6.32)
ORGEOTEXTILE LINING
TEMPORARY ORPERMANENT DITCH
COIR FIBER BAFFLES(PRACTICE STANDARD 6.65)STONE PAD(below skimmer)WOOD STAKEOR METAL POST
ROPE
BARREL
PIPE
2.5:
1

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2.5:1 S
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TOP OF EMBANKMENT
RISER STRUCTURE
TRASH RACK
SKIMMER
CLASS B STONE PAD(4’ X 4’ X 1’ MIN.)
EMERGENCY SPILLWAY
ANTIFLOTATION BLOCK
FREEBOARD -1’ MIN.
EMERGENCY SPILLWAY
STABILIZED
OUTLET
CUT-OFF
TRENCH
2’ DEEP
1.1
1’ MIN.
REFERENCE: NCDENR PLANNING AND DESIGN MANUAL , MAY 2013.
H =2’
MIN
5. IF THE SEDIMENT BASIN WITH RISER PIPE IS TO PERMANENTLY REMAIN, PLEASE EXERCISE CAUTION IN THE CONSTRUCTION OF THE BERM IN REGARDS TO THE PERMEABILITY AND LEAKAGE OF THE BASIN.
ANTI-SEEP COLLAR (SEE
SHEETS C-810 AND C-811
FOR DETAIL AND SPACING
#7 PH1 9.9 9.9 43 17,874 19,944 13,975 14,387 1.25 2.5 5.0 10 1.5 5.0 2.5 2.5
#8 PH1 5.5 5.5 24 9,900 11,349 7,800 8,385 1.25 2.5 5.0 10 1.5 5.0 2.0 2.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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#10 PH1 3.5 3.5 15 6,300 6,492 4,875 4,932 1.25 2.5 5.0 10 1.5 5.0 2.0 1.5
#11 PH1 0.8 0.8 3 1,350 1,492 975 1,288 1.25 2.5 5.0 10 1.5 5.0 1.5 0.75
#12 PH1 2.7 2.7 12 4,860 5,209 3,900 3,970 1.25 2.5 5.0 10 1.5 5.0 1.5 1.5
#5 PH2 3.0 3.0 13 5,400 5,463 4,225 4,230 1.25 2.5 5.0 10 1.5 5.0 1.5 1.5
#6 PH2 7.5 7.5 32 13,500 15,349 10,400 11,187 1.25 2.5 5.0 10 1.5 5.0 2.0 2.0
#8 PH2 4.4 4.1 19 7,380 11,349 6,175 8,385 1.25 2.5 5.0 10 1.5 5.0 2.0 2.0
#10 PH2 2.5 2.5 11 4,500 5,039 3,575 3,869 1.25 2.5 5.0 10 1.5 5.0 2.0 1.5
#12 PH2 2.7 2.7 12 4,860 5,209 3,900 3,970 1.25 2.5 5.0 10 1.5 5.0 1.5 1.5
GENERAL NOTES:
1.CONTRACTOR SHALL REFER TO THE LATEST EDITION OF THE "STATE
OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES - WATER QUALITY GENERAL
CERTIFICATION NO. 4276" FOR ALL GENERAL CONDITIONS AND
REQUIREMENTS FOR ALL STREAM & WETLAND IMPACTS.
STREAM & WETLAND CROSSING STABILIZATION NOTES:
1.CONSTRUCTION CORRIDORS IN WETLANDS AND/OR ACROSS
STREAM CHANNELS SHALL BE MINIMIZED TO THE MAXIMUM EXTENT
PRACTICABLE AND SHALL NOT EXCEED 40 FEET WIDE. STUMPS
SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY, AND
REMAINING STUMPS SHALL BE CUT OFF AT GRADE LEVEL.
2.PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND
ACROSS STREAM CHANNELS SHALL BE RESTRICTED TO THE
MINIMUM WIDTH PRACTICABLE AND SHALL NOT EXCEED 30 FT WIDE.
3.THE CONTRACTOR SHALL RESTORE WETLAND AND STREAM
CONTOURS TO PRE-CONSTRUCTION CONDITIONS. ANY EXCESS
MATERIAL WILL BE REMOVED TO A HIGH GROUND DISPOSAL AREA.
THE MIXING OF TOPSOIL AND SUBSOILS WITHIN THE WETLANDS
ALONG UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST
EXTENT PRACTICAL. DURING EXCAVATION, THE SOILS SHALL BE
PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE.
TOPSOIL EXCAVATED FROM UTILITY TRENCHES WILL BE PILED
SEPARATELY FROM SUBSOILS AND WILL BE BACKFILLED INTO THE
TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED.
4.WHEN APPLICABLE, ALL CONSTRUCTION ACTIVITIES SHALL BE
PERFORMED AND MAINTAINED IN FULL COMPLIANCE WITH G.S.
CHAPTER 113A ARTICLE 4.
5.EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH
AND/OR PLASTIC TWINE SHALL NOT BE USED ALONG STREAM BANKS
OR WITHIN WETLANDS.
6.ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO
THAT THE FLOWING STREAM DOES NOT COME IN CONTACT WITH
THE DISTURBED AREA. APPROVED BEST MANAGEMENT PRACTICES
FROM THE MOST CURRENT VERSION OF THE NC SEDIMENT AND
EROSION CONTROL MANUAL, OR THE NC DEPT OF
TRANSPORTATION CONSTRUCTION MAINTENANCE ACTIVITIES
MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND
OTHER DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE
EXCAVATION IN FLOW WATER.
7.ALL PROPOSED AND APPROVED TEMPORARY
PIPES/CULVERTS/RIPRAP PADS ETC. IN STREAMS SHALL BE
INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NC
SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL
OR THE NC DEPT OF TRANSPORTATION BEST MANAGEMENT
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO
AS NOT TO RESTRICT STREAM FLOW OR CAUSE DIS-EQUILIBIRUM
DURING USE OF THE GENERAL CERTIFICATION.
TYPICAL PUMP-AROUND DETAIL
NOT TO SCALE
8. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED AND
MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF SURFACE WATERS FROM FUEL,
LUBRICANTS, ETC. CONSTRUCTION SHALL BE STAGED IN ORDER TO MIN. EXPOSURE OF EQUIPMENT
TO SURFACE WATERS TO THE MAX. EXTENT PRACTICABLE. FUELING, LUBRICATION, AND GENERAL
EQUIPMENT MAINTENANCE SHALL BE PERFORMED IN A MANNER TO PREVENT, TO THE MAX. EXTENT
PRACTICABLE, CONTAMINATION OF SURFACE WATERS BY FUELS AND OILS.
9.HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER MEASURES SHALL
BE TAKEN TO MIN. SOIL DISTURBANCE AND COMPACTION.
10.SEE EROSION CONTROL MATTING BANK INSTALLATION DETAIL ON SHEET C-808 FOR FURTHER
STABILIZATION GUIDANCE FOR STREAM IMPACT LOCATIONS.
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Baker, Caroline D
From:
Tamp Bandy - W&W <[e-mail]>
Sent:
Wednesday, December 6, 2023 9:12 AM
To:
Wooten, Samantha
Subject:
Re: [External] Re: Boulder Ridge Single Family Development (DWR #20231255) Add
Info Request
Attachments:
C-808 EROSION CONTROL NOTES AND DETAILS (1).pdf, C-807 EROSION CONTROL
NOTES AND DETAILS (1).pdf
Follow Up Flag:
Flag for follow up
Flag Status:
Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Samantha,
pump around and stream stabilization details attached.
The applicant is not requesting concurrence from DWR on streamflow regime, and I am not familiar with the
requirement to have a DWR stream ID form for each feature. As DWR jurisdiction extends to all US Army Corps
regulated features, the issued PJD has been provided to document the presence of jurisdictional streams/tributaries on
the site.
On Wed, Nov 29, 2023 at 5:06 PM Wooten, Samantha <[e-mail]> wrote:
Hi Tamp,
Thank you for your responses to my comments. I have some additional comments:
• Please provide a stream restoration detail for the sewer utility installation stream and wetland impact locations.
• Please provide the DWR stream form used for stream identification on -site for all streams. Per our division's
rules we must have documents identifying intermittent and perennial streams.
Please reach out if you have any questions.
Thanks,
1

From: Tamp Bandy - W&W <[e-mail]>
Sent: Monday, November 27, 2023 9:24 AM
To: Wooten, Samantha <[e-mail]>
Cc: [e-mail]; Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <[e-mail]>;
Munzer, Olivia <[e-mail]>; Homewood, Sue <[e-mail]>; Pitner, Andrew
<[e-mail]>
Subject: Re: [External] Re: Boulder Ridge Single Family Development (DWR #20231255) Add Info Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
see attached for requested modifications.
Thanks,
Tamp 828-302-3437
On Tue, Nov 21, 2023 at 4:19 PM Wooten, Samantha <[e-mail]> wrote:
Hi Tamp,
After review of your response to my initial add info, I have a few concerns:
• I understand that Sheet X-112 includes the impact S9, but for our records please put S9 as the label for that
stream impact.
• I understand that Sheet X-108 includes the impact W7, but for our records please put W7 as the label for that
wetland impact.
• The updated PCN indicates that S1, S2, S3, and S7 are intermittent stream impacts, but the maps provided say
S1, S2, S3, and S7 are perennial stream impacts. Please correct this. If they are perennial impacts then please
update the SOA from DIMS.
Please let me know if you have any questions.
Thanks!
From: Tamp Bandy - W&W <[e-mail]>
Sent: Wednesday, November 15, 2023 3:58 PM
To: Wooten, Samantha <[e-mail]>
Cc: [e-mail]; Stygar, KRYSTYNKA B CIV USARMY CESAW (USA) <[e-mail]>;
Munzer, Olivia <[e-mail]>; Homewood, Sue <[e-mail]>; Pitner, Andrew

<andrew.pitner@deg. nc.gov>
Subject: [External] Re: Boulder Ridge Single Family Development (DWR #20231255) Add Info Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Samantha,
Please see the following responses:
1. Please provide an additional overview map with clear parcel boundaries of the project area.
The current maps (Figure 1, Stream Crossing — Existing Conditions, and Stream Crossing —
Overall Site Plan) are hard to understand. See attached SheetX-114 Full Overall Site Plan
2. On Figure 1 supplied by Wetlands & Waters, Inc. there are four tax pins provided
(3543075624, 3533779760, 3533789387, 3533795446). There are only three listed on the
map. Are there four parcels included in this project area? If so, please provide the deed
information. If the fourth parcel is being included, can that area be used to minimize
impacts?
This parcel is included (Deed Book 4104/Deed Page 1817). It is composed entirely of uplands
and was added to the assemblage and utilized to maximize avoidance
and minimization by moving the road crossing above the existing stream and wetlands.

O
0°
►i
TAX INFORMATION
PARCEL #
14311B
PIN #
3543075624
TOWNSHIP
GASTONIA
TOWNSHIP
dCURRENT
HVVY 321 -
ti
OWNERS
STAGECOACH ROAD
LLC
Q"
MAILING
CO SOUTHEAST
[7
ADDRESS
LAND MOT LLC 2820
SELWYN AVE STE
500, CHARLOTTE,
NO 282D9-1791
DEED BCOK
41D4
DEED PAGE
1817
SALES AMOUNT $1.373,500 OD
DEED
32+2005
RECORDING
DATE
PLAT BOOK
003
^ iJ PLAT PAGE 125
�` Qy NEIGHBORHOOD 5C063
NUMBER
/Ai
/ Q NEIGHBORHOOD CENTRAL GASTONIA
3. During review of the impacts, there are unaccounted impacts listed in the PCN table and on
the figures. Please update the PCN table/map(s) accordingly. Please provide a construction
drawing / plan sheet that labels and includes all permanent and temporary stream and
wetland impacts to clearly document impacted wetland limits and wetland areas which are
proposed to be avoided the proposed construction and development activities. Please
provide the impacts in these units: Wetlands Impacts = Acres and Stream Impacts = Linear Feet.
See attached updated drawings with impact numbers corresponding to impact tables for clarity.
4. If changes occur to the total impacts, please provide an updated acceptance letter from DMS.
Updated DMS acceptance letter included in attachment.
Thanks, and feel free to contact me with additional questions.
Tamp Bandy
828-302-3437
4

On Mon, Oct 30, 2023 at 8:49 AM Wooten, Samantha <[e-mail]> wrote:
Hi Jeremy,
Please see the attached Add Info Request. Hard copies will not be sent unless requested.
Please let me know if you have any questions.
Thanks,
Samantha Wooten (She/Her/Hers)
401 & Buffer Coordinator
Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] l Cell: [phone]
[e-mail]
D�E
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.

Tamp Bandy
Wetlands & Waters, Inc.
4108 LB Propst Drive
Conover, NC 28613
Mobile: [phone]
jtampbandy(a�wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified
that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately
notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message.
Thank you for your cooperation and consideration.
Tamp Bandy
Wetlands & Waters, Inc.
4108 LB Propst Drive
Conover, NC 28613
Mobile: [phone]
jtampbandy(c�wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified
that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately

notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message.
Thank you for your cooperation and consideration.
Tamp Bandy
Wetlands & Waters, Inc.
4108 LB Propst Drive
Conover, NC 28613
Mobile: [phone]
Itampbandy(a�wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified
that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately
notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message.
Thank you for your cooperation and consideration.