19960849 Ver 2_More Info Received_20070518

VENWA E
C O U N T R Y C L U B
May 16, 2007
Ms. Cyndi Karoly
Supervisor
Division of Water Quality
401 Oversight & Express Permits Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
Dear Ms. Karoly:
I am writing as per my conversation yesterday with Ian McMillan regarding our updated
design for the development of our new practice range. I am enclosing a new rendering
which shows that the range tee will now be built outside of the stream bed that we had
previously sought to redirect. It is my understanding that due to this change, we are no
longer required to obtain a permit for this project from the state of North Carolina.
If I do not receive correspondence to the contrary, I will assume that our project is indeed
no longer in need of any approval from your office.
Sincerely,
Mike Spay CM
General Manager
MAY 1 2007
OENR - WATER QUALITY
WETLA10,8 MD 4TtYRWATFEP, BRANCH
2000 Seven Lakes South • Seven Lakes, North Carolina 27376 • Telephone; [phone]
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CART PATH 12' WIDE (A 3:1 MAX. . ~ .,1
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2~"MIN ~,OW ~(I • I~_ ! _ _ err Eroabn Control r: /r:. 50116
_ ATE MOUND FEATURE TO WASTE. 12"~'~k''yer
' _ RA FILL MATERIAL stone
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. Filter fabNc ry^ P.C. Sl_.. ;31 5`
s' nr~~cA~ ~ : ~ c a > i 4 r . r i
r a ~ ~ NIP ~ Flow
MAINTENANCE i ~ ~ r, ~ , ~ ' e ~ f
IN8PECT TEMPORARY DIVERSION8 ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY 1 REMOVE SEDIMENT FROM THE FLOW AREA ANO REPAIR THE OIVER810N RIDGE. CAREFULLY i , CART PATH 12' WIDE (ASPHALTS . '
t~*. ~ c ~ . - - SECTION A-A
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED 13 PERMANENTLY STABIU2ED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE .i•. J ~ ~ . ~ ~ Stone should be placed over the channel banks to keep water i
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. , ~c~._._ ~ i. .d . :~t ~ ~ ' from cutting. around the dam.
~i'. G w l~ r . ~ 1 MAINTENANCE: 1 i i
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• ,J F ¢ .f ~ ~ . INSPECT FILTER AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SI(3NIFICA 2 ~ S S S INCH OR (TREATER) RAINFALL EVENT ANO REPAIR IMMEDIATELY. CLEAN OUT 8E 460 If OF TEMP. DNERSION DITCH ~aH?~ ~~M68, OR OTHER DEBRIS THAT COULD CLOt3 THE CHANNEL WHEN NEE ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVETHE FILTER AND EROSION ' HIGH FLOWS AROUND THE EOOES OF THE DAM, CORRECT ALl DAMAGE IMMEDIA REMOVE SEDIMENT ACCUMULATED BEHIND THE FILTER AS NEEDED TO PREVEN TO CWANNEL VEGETATION, ALLOW tHE OHANNE6 TO DRAIN THROUGH THE FILT SILT FENCE (APPROX. 3GO If J AND PREVENT LARGE FLOWS FROM CARRYING 8EDIMENT OVER THE DAM. ADO 8 t ~l ~ ~ DAMS AS NEEOEp TO MAINTAIN DESIGN HEIGHT ANO CR03S SECTION. iIGNIFICANT (1/2
' Tr; _ _ 4 OUT SEDIMENT,
TEMPORARY DIVERSION BERM/DITCH ` f. p ~ ~ k fir' . k 4 HEN NEEDED.
rf- S ..Y EROSION FROM
Jy IMMEDIATELY.
i •i$ / i i •Y ~ PREVENT DAMAGE
~ . x~~'-" • THE FILTER,
v M. ADD STONES TO
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4w4~. ~ f a , ~ J r ~ f ~ VARIABLE AS DIRECTED BY THE ENtil a~~~ , ..CART PARKING AREA (30' x35' ASPHALT PAD) ~f THE ENGINEER
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C CRETE P ~ ~ • A~ I . 1 1 1` - -
r ~ s ~ . , ~ , ~r. i , t MIN.10 GA. • j. MIN. 12-1/2 GA.
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SAFETY NE1TlNG (APPFZOX. 840 if) ~ t"0~ 1 ~ , ~ r,~, ~ :eta j'
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I O _ WETLANDS IMPACT SITE NO.1 ~ WOVEN WIRE • ~ VEN WIRE FABRIC F
r i ~ ~ . Sri : ~ . -r. • ~ n ~ ,.=~~~r"= ~ ~ SILL AREq .14 ac ~ ;NOTE: SILT FENC ~ . ~ m o SILT FENCE GEOTEXTILE FABRIC i f,
i k :o ~ f -U8E SILT FENCE ONLY WHEN DRAINA~3E AREA q ~ FI ~ rML, °n OOEB NOT EXCEEp 114 gCRE AND NEVER IN p
i % 4 j ~ tJ . A25. r~ t~ 7 AREAS OF CONCENTRq'fED FLOW m i N FILL SLOPE `
(L` t~ C ,u„ 5T -.rte • . ~ ~ rir..._._-~. Z - ~ ~ -END OF $~LT FENCE NEEp3 TO BE TI~RNED UPHILL. ~E . * FOR REPAIR OF SILT ' / _ FENCE FAILURES, USE-- -
' ~ l • 'S: .t_- _ . ~ _ ~ 10 ~ No. 57 WASHED STONE. FOR ANCHOR WHEN SILT 1
\ 1 ~ ,f ` !SILT FENCE AROUND ENTIRE TEE (FILL) ' ' cRao GRADE FENCE IS PROTECTING
r' 1 "„'r' ~ • t t ~ i. _ O ~ \ o AREA (APPROX. 750 If) CATCH BASIN.
t \ 1 ter.: x~ 1 • ' ~ , - 6" MIN. COVER OVER SKIRT
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1 u ~ ~ ' r ~ - " ~ ' ` REQUIRED REPAIRS IIAMEpIA7ELY. . Y : EXISTING STREgM LOCATION .I
C i ~ C. ,t f ~ 67,47 4 4.25 ~ SHOUt,p'fHE FABRIC OF A BEOIMEN7 FENCE COLLAIPSE,TEAR DECOMppgE OR BECOME `f
' r 1 . ~ E S C9 31 ty b ~1 1 t ~ p3 ~ . ,f ~ r r ~ INEFFECTIVE. REPLACE 1T PROMPTLY. ~A~'- NIP
t r.~_.. ~ Q _ : ~ REMpVE SEDIMENT DEP081Tg AS NECE8SARY TO PROVIDE ADEQUATE STORAGE VOLUME fORiME NEXT Rq~N AND Tp REp~CE PRE88URE ON THE FENCE, TAKE CARE TO AVOID M
1 1 ~ ~ ~ ~ bt ~ I-"~ a f'13.. ~ 2 ~ 4 ~ UNDEgIYIINING THE FENCE DURING CLEpNOU7. J
~ A3 ~ ,o ~ c ~ 1. L .REMOVE ALL FENCING AAATERU4L8 AND UN8TABl6 SEDIMENT DEpO81Tg pNp BRING THE QS j / AREA TO GRADE AND 8TA8QIZE 1T ASR TME ,~ONTRIgUTINO DRgINIUiE AREA NAS BEEN
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.J i . ~ / TEMPORARY SILT FENCE
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