20150839 Ver 1_More Info Received_20151012

From: Kaylie Yankura <[e-mail]>
Sent: Monday, October 12, 2015 10:22 AM
To: Kaylie Yankura; Price, Zan (George); Alexander, Tasha L SAW
Cc: Rebekah Newton
Subject: RE: Additional Information Request - Maple Trace - Buncombe County - DWR
15-0839
Attachments: 739 -Maple Trace -Attachment A_Site Plan_ClearWater_10122015.pdf
Zan and Tasha,
Attached is the updated overall Site Plan (Attachment A) for Maple Trace. Please contact me if you have any questions or
concerns.
Thank you,
Kaylie Yankura
v
1 "ww ill 'w ;
32 Clayton Street
Asheville, NC 28801
Office: 828.698.9800
Mobile: [phone]
kaylie cwenv.com
From: Kaylie Yankura
Sent: Wednesday, October 07, 2015 4:35 PM
To: Price, Zan (George); 'Alexander, Tasha L SAW'
Cc: Rebekah Newton
Subject: FW: Additional Information Request - Maple Trace - Buncombe County - DWR 15-0839
Zan and Tasha,
Please reference the Additional Information Request regarding Maple Trace and the following the responses:
Please provide additional information on how the proposed water line and culvert installations will occur in
accordance with Condition 6 of Water Quality Certification No. 3884 and 3890 (Work in the Dry). Please provide
the proposed construction sequence and any applicable details (e.g. cofferdams or other diversion structures) to
ensure compliance with this condition. [15A NCAC 02H .0506(b)(2) & (b)(3)]
Please reference the attached Impact Drawings — Figure 3.5, Coffer Darn Detail.
Please provide the proposed permanent and temporary seed mix to be used in impacted areas adjacent to
streams and wetlands. [15A NCAC 02H .0506(b)(2) & (c)(2)]
The seed rnix will be the carne as the rnix approved per the site's erosion and sediment control plan.
Please update the site plan to include the most recent jurisdictional determination approved by the Army Corps
of Engineers. [15A NCAC 02H .0502(b)]
We are currently working on obtaining an overall site plan (Attachment A in the application) that reflects current
jurisdictional information. However, the updated wetland data has been added to Impact Map (Figure 3.1).
Additional questions that were presented during the JD site walk are addressed below:
1. Will there be any upgrades to the bridge crossing Reem's Creek?

Yes, NCDOT will be widening the existing bridge as a separate project.
2. What is the slope on the proposed culvert at the stream crossing?
The slope on the culvert is 10.43% which matches the existing grades.
3. Will there be any clearing within the trout buffer (other than where impacts are proposed)?
None is proposed by the owner.
4. Will culverts on site be HDPE or RCP?
The piping will all be HDPE. The headwalls will be precast concrete.
5. Is the proposed stream crossing in the same location as the existing log crossing (the log crossing is labeled as a
culvert on our delineation maps)?
The proposed strearn crossing is located at the existing log/culver location.
Tasha: Attached is an updated Stream and Wetland Delineation Map (Figure 7) that includes an additional wetland
(Wetland 9) that was identified during the site visit.
Zan: I will forward you the updated overall site plan once we receive this information.
Please contact me if you have any questions or concerns.
Thanks,
Kaylie Yankura
32 Clayton Street
Asheville, NC 28801
Office: 828-698-9800
Mobile: [phone]
kaylie cwenv.com
From: Price, Zan (George) [irm .il1q.o.Zein.o_Piri_ce.(:.inlcrd_elnlr.o. ov]
Sent: Friday, September 25, 2015 3:16 PM
To: Rebekah Newton; Kaylie Yankura
Cc: Alexander, Tasha L SAW; Montalvo, Sheri A; Leslie, Andrea J
Subject: Additional Information Request - Maple Trace - Buncombe County - DWR 15-0839
The Division of Water Resources (DWR) has performed a review of a 401 Water Quality Certification application received
on August 19, 2015 for the above referenced project. The Division has determined that your application is incomplete and
cannot be processed. The application is on -hold until all of the following information is received:
Please provide additional information on how the proposed water line and culvert installations will occur in
accordance with Condition 6 of Water Quality Certification No. 3884 and 3890 (Work in the Dry). Please provide
the proposed construction sequence and any applicable details (e.g. cofferdams or other diversion structures) to
ensure compliance with this condition. [15A NCAC 02H .0506(b)(2) & (b)(3)]
Please provide the proposed permanent and temporary seed mix to be used in impacted areas adjacent to
streams and wetlands. [15A NCAC 02H .0506(b)(2) & (c)(2)]
Please update the site plan to include the most recent jurisdictional determination approved by the Army Corps
of Engineers. [15A NCAC 02H .0502(b)]
Please respond to this request by October 26, 2015. If all of the requested information is not received by the response
due date, the DWR will be unable to approve the application and it will be returned. The return of this project will
necessitate reapplication to the DWR for approval, including a complete application package and the appropriate
fee. Contact me if you have any questions or concerns.

Zan Price, P.E.
NCDEQ- Division of Water Resources
Water Quality Regional Operations Section
Assistant Regional Supervisor - Asheville Regional Office
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
ph.: 828-296-4500
fax: [phone]
email: [e-mail]
website: www.ncwaterguality.org
Need help with other DEQ permits?
http://porta1.ncdenr.org/web/deao/permit-directory
Notice: Per Executive Order No. 150, all emoils sent to and from this account ore subject to the North Carolina Public Records Low and
may be disclosed to third parties.

CURTIS & NANCY NELSON
NOTES:
I ONETTE DB:3503 PG:0508 PB:01,01 PG:0042
1.) SEE PLAN & PROFILE SHEETS FOR HORIZONTAL & VERTICAL
-43-8258 CURVE INFORMATION & ROAD GRADES.
NO OND (1983) D PIN: 9752
B 4719 PG: 0702 PB: 01 05 PG: 0034 � ' �
PHASE 4
< PIN: 9752-43-8772 ONING: R-3 -BIGGS &
-3 2.) SURVEY INFORMATION PROVIDED BY. HUTCHISON
ONING: R USE: RESIDENTIAL 37 LOTS
USE: RESIDENTIAL ASSOC., INC, PO BOX 2778, ASHEVILLE NC 28802. (828)
PB: PG: OUGE LATISHA JEAN WILSON' WILLIAM & JUDY GE DB: 1696 PG:0538
IPIN: 9752-43-89 B: 3211 PG 3.) NO WALLS ARE PROPOSED.
�BUNC D PB: PG: 29 A) :o610 -4 OMBE COUNTY ZONING: R-3, 4-7277 USE: RESIDENTIAL PIN: 9752 I S ARE TO BE PUBLIC & TURNED OVER TO
ZONING: R-3 IMF ��/ NCDOT.
4� 5.) THE SITE IS ENTIRELY WOODED EXCEPT FOR ROAD
IAir* us tE: RESIDENTIAL < 'o CONNECTION POINT.
42 44 ;i� 114 SQ.F1 I19 494 SQ.FT\ . . .. . ......... .. 45 43 I I.' 0 SIGNED BY UTILITY COMPANY.
­02) ACRES-' O.F.0 ACRES 6.) ELECTRICAL, TELEPHONE AND NATURAL GAS WILL BE
9 2 S 2 'O ACRES 20
2§
14 � , , 01131 000 4 FT f v- 4 I0 0AOL'yN R ��;� . , �: - .- --- . Slitv f-11V 0.27 ACRES ,
PG. Y/v 40 7.) PROPOSED SANITARY SEWER SHALL BE TURNED OVER TO MSD.
O.2l,?ACRES r1p, C� Q lzc/ 9,248--`SQ.FT < & PG' 03!D-4 166 k, R SYSTEM SHALL BE TURNED OVER TO THE
FT DB-.1 6458 I I -3 3,1194 TOWN OF WEAVERVILLE.
ucro (O 4z, U) PIV4* �JSE.
9752-A7 0
Jv
ACR IES@LN I 37:� 4dS S4FIT 13UNU 9.) NO KNOWN CEMETERIES ARE LOCATED ON THE PROPERTY.
U Z)r-* iy-_ 39 10.) EXISTING LAND IS VACANT.
....... . ... . .. .. .. MARIETTA E 1K LIZABETH 15. SOXT ....................... TO FAIR SUBGRADE (GROUP 11, PAGE 23 NCDOT SUBDIVISION
DB: 4908 PG: 0902 PB: PG: 0.37 ACRES., 11.) PAVEMENT DESIGN WAS DESIGNATED WITH ASSUMING POOR
IPIN: 9 OAD'- -D "R 752-45-3079 7 I.... . .... E -3 JQ.24- IUT C 1A1, I2" OF S9.513.
ROADS MINIMUM CONSTRUCTED STANDARDS) WITH 8 OF ABC &
ONING: R USE: RESIDENTIAL CURB AMES -log ORGANIC MATTER OR OTHER UNSUITABLE MATTER, AND A
. . .. ,06) 52 14 N MUCK, PIPE CLAY,
SQ.Ft 9 ACRES H _0 MINIMUM COMPACTION RATE OF SUBGRADE PRIOR TO PAVING
4 %,
i SOXT/
�T SHALL BE LESS THAN 95 PERCENT BY STANDARD PROCTOR
'O RE 0 20 kQRE5,_.* ,P/V I
A'AC S,� METHOD AND CERTIFIED BY A LICENSED ENGINEER.
rT
IIII<>0 13.) 2' CONTOURS & SURVEY INFORMATION PROVIDED BY:
_H 54 0.2t. /Vo HUTCHISON-BIGGS & ASSOC., INC, PO BOX 2778, ASHEVILLE NC
-1065
T 6,91015 SQ 7 'ACRES SO "HASE"'I­ P, 28802. (828) 258
'17 ACR OWN THIS SUBDIVISION IS NOT A DRASTIC VARIATION HILLSIDE
14
7 4-25 SQ�ff�' FT DEVELOPMENT.
SQ 15.) NONE OF THE SL PENDICULAR TO THE
ROAD EXCEED 18%.
F.207 SO. I-H Z5,86" $QST�' f 6 6CRES11 +_ 16.) THE ROAD CORRIDOR DOES NOT EXCEED 60 FEET IN HEIGHT.
29" _H LL 517 IUj CTION IN AREAS THAT EXCEED 30% NATURAL
IC SLOPE AND IN AREAS THAT ARE HIGH HAZARD OR MODERATE
-ED % V PROPOS IAMES' STABILITY INDEX MAP
COVE--':R �i QNNECTION TO 110 M:t -P `R1-KFR z A ",(SR#, 21,p 28, M 0.47 ACKES WILL BE CONDUCTED IN CONSULTATION WITH THE PROJECT
GEOTECHNICAL ENGINEER.
FT- 15'Ak;Kt:* 7.3,02 S 0.17,ACRES CD 11z ­%370 SQ. itI U�' A I �J,.' 0 '22'A 18.) NATURAL AVERA JECT AREA IS 23.1%
i -7 'n i169.95'± ... SEC, ON, 114 96'± - 'BLANCHER ROBERTSON MARITAL TRUST -H j 2�,L 6 & DAVID B '05&�q
iZ $44 SQTT DB: 4673 PG: 1806 PB: 01 04 PG: 01 71 OPIN: 9752-44-2415 I"62 RE' II... ... . ..... __AC.RES` ;.2, ONING: R-3 107.66'± A 18 34'± USE: RESIDENTIAL 7AS' �Sd A I*- 7\j Oil .. .. . . . ........ II11 945 SQ. 788 SQ-FT 2TACR O'' II0-U
LL d 7,2 9 3., S 0. F, r MMQN, E T OK .$PA, 73 21m31 AC 'N -C PHASE 125, Ln
Lo -,o Lp
01 0.16 I:�6,L IT
7A
07:5�'i - -7
EXISTING BRIDGE OVER REEMS CR I>� 7.21 �6 6,272 4 2* II WI WI �T 0.14 AM A^R Q v . . ... . . . ...... . . .... . . .... ...... . DRIVEWAT ,Q 'T AR WT 7-
�Ozp A
IIRES­ G)
PERMIT COND111ONS I112.89*± 23� . . ..... ..... ... ... . ... .... 6,69� SQ-FT t; �'O.10 AME-' S rr I0 6i:� ........ . IIL --0.2 �O.Z9 AGMLt�, . ... ...... )w dA7 ACRES Q� T,' 7 i52 S f NQ 12i EXISTIN '6,ACRES
SHOU LDER EC0N� '14 201 T (SM -ACRES ..... DRIVEWAY (T)?)
-0,16 A F_S�' REEMS _y . . ...... . . .7 IE "IS t- KILAM
A, IOt 0.19. CRES -H �§3 I6� 2 So' FT 41,57 111:7401V tEg I00, 26 SaFT 0 16' E 23 ES, 7 :F I�_FT` 132.78 C, 0/1 7' -- '' 4 'SQ.FT SITE 161 37' RD YC/
RWOOD 11 ovy HEATHE ACRES'+,, 71 91 22 0. sar I-7 ACRE& 09,SQ, �to lure . 47. ke Ob'Sd FT z 136 79':b MES� -RES­ I �AC 0 161.20*:E 10 Li P, 4i 715 SOXT, 2"A 10. �6 M31 IS W 6,3 ACRES' 70 b -SQ D ,67%,3, -FT ACRES �P
VICINITY MAE 60' R/W NOT TO SCALE 5.1 i� 9. I 5 __135 5 Iso UAU L
1.7 IK
7.007,SC O.f0 AF PUG RUN .URB & GU R SEC ON
---ii T -n
S-E
E SHEET C207)
-:-122.95 DEVELOPMENT DATA BLOCK: 140 70'* I0.20';.A --- i,�615 SQFT O.�Zt,. ACRES t + I-S fT' �T' 42 '14' I60i SQ.F?T._ .722 tb"A MES NAME OF PROJECT MAPLE TRACE '0;35,A Ole I<1 -H I83t ADDRESS OF PROJEC A 9,139 S1 REEMS CREEK TOWNSHIP 135 -H 0 2Z ACR I73 0.27 T.04*90t WRES e 77 Q�FT S 496 ­64.53 1 i6 OWNER: REEMS CREEK DEVELOPMENT GROUR, LLC 78 DILLINGHAM RD ASHEVILLE, NC 28805 75 gown" V %8,665�� Sd. C5 �14,547 SQv Ib.� 0.29 �'ACf;�,E!� �AME$ DEVELOPER: WINDSOR/AUGHTRY 68, 40 WEST BROAD ST., SUITE 500 96.9 Ft PEN SPACE/ A VE HARMS
GREENVILLE, SC 29601 KIMBERLY & TE
V �D PB: 0061 PG: 0071
B: 2372 PG: 0459
69 -H -9855 (864) 271 CONTACT: DREW NORWOOD RINWOOD 18&. 75,* 90,275�SQ.FT PIN: 9752-32-1286
B 70 0.47, ACeRLS 137.6V* ING: R-3
. .....
V < Q FT, '621 O.ZO,,ACR1fS 11, SQ.F7' USE: RESIDENTIAL
fo.105 S FT IACRES Ui I'O.24 ACRE&� WGLA ENGINEERING, PLLC L ENGINEER' WILLIAM R. BUIE, P.E. 169.9 �T59.4v+ IO 777
116 86'± 11EEMS
'TTER IDORIS m JORDAN
Ioil, PB: TI 'ENIX SHOULDER $EC� 77 105.Wi 214 N. KING ST. 84.09':b
N JR
DB: 2909 PG: 01 23 PG: HENDERSONVILLE, NC 28792 SEGI /',CURB & G -7177 PIN: 9752-33-0606 I(828) 687 ��,DB: 3265 PG: 0663
PB:0061 PG:0071
PIN: 9752-32-0338
D8:1731 PG:0539 PB: PG: N RTY-" Y ZONING: R -3 BINSON USE: U DEVELOPED 'PR PETF -,BOUNDARY, PIN NUMBER: 9752-33-9504
1"m
PLAT BOOK/PAGE:
EXISTING ZONING.-
SURVEY PROVIDED BY:
TOTAL ACRES:
BUILDING SETBACKS:
PROPOSED LOTS:
OPEN SPACE/
COMMON AREA PROVIDED-.
PROPOSED DENSITY:
4262/1478
0104/0171
R-3 (BUNCOMBE COUNTY)
HUTCHISON-BIGGS & ASSOCIATES, INC
PO BOX 2778
ASHEVILLE, NC 28802 [phone]
±65.52 AC
FRONT: 15 FT
REAR: 15 FT
SIDE: 7 FT
TOTAL: 134 [LOT #99 NOT USED]
MINIMUM LOT SIZE: ±0.14 AC
MAXIMUM LOT SIZE: ±0.80 AC
±26.01 AC
±2 LOTS PER ACRE
Lr- IIUNwUMOL UUUNIT LUNING: R-3
USE: RESIDENTIAL
3 0- BUNCOMBE COUNTY ZONING: R USE: UNDEVELOPED z 66 n z PROPOSED ROAD C -z < CL-,4 APPROX. LOCA71ON 2: 0 F- CURB & GUTTER SEC11ON < N Iz OF 1 00yr FLOOD PLAIN SPURGEON CALLAHAN JR
Ld 04 I? (SEE SHEET C206)
- . . - n r"Im e)11)rNn or% r1li 07 DD 0 t"%
PIN: 9752-23-7266
BUNCOMBE COUNTY ZONING: R-3
USE: UNDEVELOPED
100
PHASE 2
37 LOTS
GRAPHIC SCALE
0 50 100 200
( IN FEET )
I inch = 100 ft.
WGIA Enaineering. PLLC
Consulting Enimreers & Lana-Planners
NC License No: P-1342
214 N. King Street
Hendersonville, North Carolina 28792
[phone]
wgla.com
.tit 1'1.1_1.�.
0
400 Know what's below.
Call before you dig.
Revisions
12/04/14REMOVED 2nd ACCESS
3/23/15 REVISED ENTRANCE
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LEGEND
ADJOINER DEED LINE
PROPERTY BOUNDARY LINE
EXIS11NG FLOODPLAIN
EXISTING STREAM
EXIS11NG WETLAND AREA
PROPOSED RIGHT OF WAY
PROPOSED LOT BOUNDARY
PROPOSED LOT SETBACKS
PROPOSED DEVELOPMENT PHASE LINES
APPROX. FLOODWAY
DRIVEWAY
(PER NC FLOOD PLAIN
MAPPING)
PIN: 9752-23-7266
BUNCOMBE COUNTY ZONING: R-3
USE: UNDEVELOPED
100
PHASE 2
37 LOTS
GRAPHIC SCALE
0 50 100 200
( IN FEET )
I inch = 100 ft.
WGIA Enaineering. PLLC
Consulting Enimreers & Lana-Planners
NC License No: P-1342
214 N. King Street
Hendersonville, North Carolina 28792
[phone]
wgla.com
.tit 1'1.1_1.�.
0
400 Know what's below.
Call before you dig.
Revisions
12/04/14REMOVED 2nd ACCESS
3/23/15 REVISED ENTRANCE
J �
C0 0 0 0 0 00 22989 0 00 0 0 0 44*0-0000 0,0 lq5l��
/////,//AM
date-.9/18/14
job.* 14122
drawn. MJF
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0
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C-200