20072096 Ver 1_More Info Received_20080404

Michael E. Gizinski
727 Gales Avenue
Winston Satem, NC 27103-3701
Phone/Fax [phone]
E-mail [e-mail]
March 2 68--
Ms. Sue Homewood
NC DENR Winst ...Salem Regional Office
bivisio titer Quality
585 Waughtown Street.
Winston-Salem, NC 27107
Re: Fearrington Forrest Subdivision, Forsyth County, NC
401 Water Quality Certification
DWQ Project # 07-2096
Dear Sue:
Please find enclosed
_.,.
r .N _.~
--- i
~~
Vlinstcn-Salem
Regional Office
1. Completed copies of Page 12 of 12 of the application fora 401 Water Quality certification for
the above-referenced project.
2. A revised site plan showing the proposed permanent conservation easement with 50' wooded
area on each side of streams. This easement is to be a common area of the subdivision.
3. Profile and cross sections of the proposed stream culverts.;
Please contact me if you have any questions or require additional information. 1 may be
contacted at 336-722-0554, or [e-mail].
Thank you for your assistance in this matter.
Sincerely,
Michael E. Gizinski
D ~~~y v
APR 4 . D
2008
~71ANDSAND$Tt)RMW TEA RTM~NCM

XI. Stormwater (required by DWQ)
~-~ - ~ Q ca
ljescribe impervious acreage (existing and proposed) versus total acreage on the site. Ijiscuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20~/0, please provide calculations
demonstrating total proposed impervious level. Q ~!G 61.5 ~ 2 i VFs ~:~Tia s, ~JQ(JICd
D 6 FT `~ '7~ Lc~s = S..Z..~ ~G~ S (~~TS ~ (~.27~~z
To-7,0C. t M~F~~r~vs A~~ = 1 1_ S,3 (,-G=" °o /-~ ~e2we~s= /l•5,3~57.°)c
~ To Q.M. t,c./2c ~ E.Q. Go N ~ C..z A( a T CQ V ~ (LE,D ~ o~ .~
XII. Sewage Disposal (required by DWQ}
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
S~ ~Tr ~ -~A k- S `~ S r P.~i
XIII. Violations. (required by DWQ)
Is this site in violation of IIWQ Wetland Rules (I SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No ~]
XN. Cumulative impacts (required by DWQ)
Wiii this project (based on past and reasonably anticipated future impacts) result in additional
8evelopment, which could impact nearby downstream water quality? Yes ^ No .~
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt~i://h2o.enr.state.nc.~is/ncwetlands_ If no, please provide a short narrative description.
XV. Other Circumstances (Optional);
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g~ draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
P~~~U~- P,~P~~-~>~~ o~- ~ ~ ~a- ~ ~~

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page I2 of 12

TEMP SILT FENCE -X X-
0
N
c~
U
z
x
Q NOTE:
°z PIPE CREW WILL PUMP WATER UNTIL
PIPES ARE IN PLACE,INCLUDiNG HEADWALLS.
DEWATERING AREA
117'IN LENGTH
~~~
\~

0 50 900
SCALE 9"-40'
INLET VIEW OF
PROPOSED 48"RCP
PROP ADAMS PLACE LANE

9.5+-'FILL OVER PIPE
CONCRETE HEADWAL S
w/WINGWALLS
~1 EXIST
WATER SURFA
STREAM BED ~r "' I
INV 918.7
AVERAGE STREAM WIDTH - 6.0'
PRELIMINARY PLAT PIPE TO BE
1'BELOW STREAM LEVEL
NOT FOR RECORDATION,
CONVEYANCES, OR SALES.
~v.,48"RCP ~-~
w/HEADWALLS~~
+~~
5TREAM CROSSING 1
FEARRINGTON FORREST
VIENNA TOWNSHIP
FORSYTH COUNTY, NC
NO SCALE
revised MARCH 19,2008
GIZINSKI SURVEYING CO
727 GALES AVENUE
WINSTON SALEM, NC 27103
PHONE/FAX [phone]
E-MAIL [e-mail]

0
H
c~
z
TEMP SILT FENCE -X X-
~ NOTE:
z PIPE CREW WILL PUMP WATER UNTIL
PIPES ARE IN PLACE,INCLUDING HEADWALLS.
DEWATERING AREA
117'IN LENGTH
D 50 100
SCALE i"=40'
2-66"RCP
/HEADWALLSSAND
~,~ BAG i
A~~
~.---- -- ,l'
X~
__--
_~~ _~„i
INLET VIEW OF PROPOSED
2 - 96'x 66"RCP
PROP COURTNEY LANE

3.8+-'FILL DYER PIPE
CONCRETE HEADWALLS
w/WING WALLS
P EXIST
PIPE
# 2
WATER SURFACE, qpP
# 1
STREAM 8ED INV 911.3
INV 910.3
AVERAGE STREAM WIDTH 9.0'
PIPE #2 TD BE LAID
PRELIMINARY PLAT 1.D'ABOVE PIPE ~1
NOT FOR RECORDAT ION, PIPE #1 TO BE
1'BELOW STREAM LEVEL
CONVEYANCES, OR SALES.

.~- ~~
~.r--"
•~-----
STREAM CR055ING 2
FEARRINGTON FORREST
VIENNA TDWNSHIP
FORSYTH CDUNTY, NC
NO SCALE
revised MARCH 49,20DB
GIZINSKI SURVEYING CO
727 GALES AVENUE
WINSTON SALEM, NC 271D3
PHONE/FAX [phone]
E-MAIL [e-mail]

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