19981288 Ver 1_COMPLETE FILE_19981211

Shinnville Road, LLC
clo Woodard E. Farmer, Jr.
Three Wachovia Center
401 South Tryon Street, Suite 3000
Charlotte, North Carolina 28202
June 28, 2002
!: '-111111 - ..
Mr. Mikes Horan
N.C. Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Gabriel Estates Development
DWQ 981288
Iredell County
Dear Mr. Horan:
Enclosed please find a copy of the final site plans for Gabriel Estates Subdivision. We
discussed this matter several months ago and I am sorry that it took so long for me to get a copy of
the site plans.
As we discussed, the improvements of the subdivision did not cross the South Fork of
Withrow Creek or any other wetlands.
Please let me know if you need any additional information to close this file.
With best wishes, I am
ly?
Woodard E. Farmer, Manager
cc: Mr. Jim Coates
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CLT:626865.1
?OF W A T ?9P vr?
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
February 28, 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Jim Coats
c/o Shinnville Road LLC
PO Box 187
Davidson, NC 28036
Re: Gabriel Estates Development
DWQ 981238
Iredell County
Attn: Mr. Coats
On December 10, 1998, the Division of Water Quality wrote to you concerning your plans to fill an unreported
amount of wetlands and 150+ linear feet of streams regarding the grading and construction of the proposed development
in Iredell County. This letter informed you that the project was incomplete and was being placed on hold until the
additional information outlined in the letter was supplied. To date, we have not received this additional information.
Unless we hear from you in writing within 3 weeks of the receipt of this letter, we will consider that you no longer want to
pursue this project and we will retire the file and consider the application as withdrawn. Please be aware that
reapplication for this project will require a Certification fee and new applications.
Please call Mr. Mike Horan of my staff at 919-733-3574 if you would like to discuss this matter.
+ds/01 orney
Wetl nit Supe ' r
Cc: File copy
Central files
Mooresville DWQ Regional Office
Asheville Regulatory Field Office US Army Corps of Engineers
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. RE t ANI Customer Service
1 800 623-7748
r_
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
s/D Ia(0
February 28, 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Jim Coats
c/o Shinnville Road LLC
PO Box 187
Davidson, NC 28036
Re: Gabriel Estates Development
DWQ 981288
Iredell County
Attn: Mr. Coats
On December 10, 1998, the Division of Water Quality wrote to you concerning your plans to fill an unreported
amount of wetlands and 150+ linear feet of streams regarding the grading and construction of the proposed development
in Iredell County. This letter informed you that the project was incomplete and was being placed on hold until the
additional information outlined in the letter was supplied. To date, we have not received this additional information.
Unless we hear from you in writing within 3 weeks of the receipt of this letter, we will consider that you no longer want to
pursue this project and we will retire the file and consider the application as withdrawn. Please be aware that
reapplication for this project will require a Certification fee and new applications.
Please call Mr. Mike Horan of my staff at 919-733-3574 if you would like to discuss this matter.
c? p
J n Door-neeyyy
Wetla ds/ 01 Unit Supe r
Cc: File copy
Central files
Mooresville DWQ Regional Office
Asheville Regulatory Field Office US Army Corps of Engineers
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Mr. Jim Coats
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
December 10, 1998
P1 1998
JAMES B. HUNT JR. % Shinnville Road LLC
GOVERNOR Post Office Box 187
Davidson, North Carolina 28036
Subject: 401 Water Quality Certification
WAYNE MCDEVITT Gabriel Estates Development
SECRETARY
Iredell County
Dear Mr. Coats:
On December 7, 1998, Mr. Michael Parker with this Office conducted a site
investigation at the subject property for the purpose of determining whether a 401 Water
Quality Certification is necessary for the disturbance of at least 150+ feet of a stream
during the grading and construction of the proposed development.
Although the stream channel on the east side of the subject property is not
delineated as an intermittent stream (dotted blue line) on the current USGS topographic
quad map, it will be the responsibility of the Army Corps of Engineers (ALOE) to
deterimine whether or not the channel is indeed a stream for which they will claim
jurisdiction. Based on observations made by Mr. Parker, the stream channel running on
the east side of the property does appear to have the characteristics of a stream under the
current guidance used by the ACOE.
Please be advised that the Division of Water Quality (the Division) requires that
approval be obtained prior to disturbing more than 150 linear feet of stream under
Nationwide Permit No. 26 and General Certification No. 26, regardless of whether the
ACOE considers the stream as "subject to the 500 linear foot limitation". It should also
be noted that compensatory mitigation is required to replace unavoidable lost or
degraded aquatic life uses of these streams, either through in stream measures and/or
riparian techniques-such as buffer establishment or vegetative planting for temperature
control (typically referred to as stream bioengineering). In determining whether a stream
mitigation will be necessary, the Division must determine whether the stream has
positive 7Q10/30Q2 flow and/or whether or not aquatic vertebrates are present. When
compensatory mitigation is required on streams that are to be culverted, or otherwise
buried, the mitigation ratio is currently 1:1 (the Division may be raising this ratio to 2:1
in the near future). On streams that are channelized, hardened, or relocated, the
mitigation ratio is also 1:1. Stream channel impacts observed at this site by Mr. Parker
include channel fill adjacent to uninstalled erosion control devices and fill
encroachment in the stream channel along the east side of the property. The potential for
additional channel fill/impact exists along the west side of the stream channel adjacent
to where side slopes are unstabilized and erosion control measures are either poorly
installed or non-existent. 919 NORTH MAIN STREET, MOORESV I LLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 Oq POST-CONSUMER PAPER
6r
Mr. Jim Coats
December 9, 1998
Page Two
Based on Mr. Parker's observations, issuance of a 401 Water Quality Certification will
not be required at this time since the existing channel impacts appear to be less that 150 feet.
However, if during future investigations additional channel impacts are observed which
eventually exceed the 150 foot threshold, you will be requested to cease all work within the
confines of the channel until you have applied for and received authorization through the
aforementioned Water Quality Certification. Strict adherence to the erosion control measures
established in your erosion control plan should help minimize the potential for additional channel
impacts.
If you have any questions regarding this matter, please contact Mr. Michael L. Parker, Mr.
Charlie Schwartz, Mr. Samar Bou-Ghazale or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Doug Miller, Division of Land Resources
John Dorney, Division of Water Quality, Wetland Group
Steve Chapin, USArmy Corps of Engineers
h:\401 \stream\coats.stm
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Sf SP ( e) Species Rate (lb/acre) Seeding mixture R rain
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BRENDA W. GARDNER \ in SEEDBED PREPARATION AF, 926-552 \ German millet 40 Piedmont and Coastal Plain, Turf-t a tall fescues 200-254
In the Piedmont and Mountains, a small-stemmed Sudangross may be substitute Korean in Mountains 54 Or of 50 !b acre. Y d at a rote )
NOTES: ST ONE RA 01 / Omit annual le odoza when duration Blend of three or more turf-type sP of temporary cover is not to extend beyond June. Tali fescues 204-250 Seeding dates Seeding dates
M Grade slopes and fills - the angle for graded slopes and fills shalt ben ~ pi Mountains -May 15 -Aug. 15 Mountains - Above 2500 ft: Feb. 15 - May 15 Seeding _date
the angle which can be retained no greater than c~ by vegetative cover or other adequate erosion Piedmont - May 1 - Aug. 15 Below 2500 ft: Feb. 1 - May 1 Best Possible Coasts! Plain -Apr. 15 .Aug. 15 Piedmont - Jan. 1 - May 1 Fail: Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
devices or structures. In an even control ~ any t, slopes left exposed shall, within 30 working days Fc Soil amgndm -n{c Coastal Plain - Dec. 1 - Apr. 15 Winter - Feb. 1 - Mar. 31
of completion of any phase of radin be I n 9 9• p o ted or otherwise provided with round Iln Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural oil amendments limestone and 750 ib/ocre 10-10-10 fertilizer. Follow recommendations of soil tests or apply 2,000 lb/acre round agricultural I For quality turf avoid spring seeding. Where grading is completed during late winter or
cover, devices, or structures sufficient to restrain g erosion. Mar Cover - Whenever land disturbin •g activity is undertaken on o tract coin risen to I g spring, an alternative is to seed 30 lb/acre K
~l1 limestone and 750 lb/acre 10-10-10 fertilizer. seedbed, and seed permanent mixture between oba 1 5 and Aug. . 25 and Sept. keep 15. mowed, prepare Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or o mulch
Apply Mulch 4 anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring /acre straw. Anchor strove b taddn wit" asphalt Soll amendments
more than one (1 acre, if more than p g of one contiguous acre is uncovered, a ground cover fol tool. g ,000 Ib y g , netting, or a mulch I time and fertili anchoring tool. A disk with blade set nearly straight can be used as a mulch anchoring agricultural limestone and 1,000 lb/acre 10-1Q-10 0 fertilizer.
sufficient to restrain erosion must be planted or TE otherwise provided within 30 working days ~ Refertihze if growth is not fully adequate. Reseed, refertilize and mulch immediatei Maintenance Mulch
an that portion of the tract upon which further active construction is not being Se y following erosion or other damage, e er ilize if growth is not full adequate. Reseed, re#ertilize and mulch immediately Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor
undertaken. TEMPORARY SEEDING -FALL following erosion or other domage. straw by tacking with asphalt, roving, or netts orb crim in with a i
tool. A disc with blades set neat) strai ht y as g much anchoring. Seeding mixture y g con be used as a mulch anchoring foal.
S 1. Surface water control measures to be installed according to plan. Species Rate (lb/acre) Maintenance Rye (grain) 120 Fertiliza according to soil tests or apply 40 lb/acre nitrogen In Jan. or Feb., 40 lb in Sept.,
2. Areas to be seeded shall be ri ed and se pp spread with available topsoil 3 deep. 0 60 so Seeding dates and 40 lb In Nov., from a 12-4-8, 10-4-8, or similar turf fertilizer. Avoid fertilizer
Total seedbed prepared depth shall be 4 to 6" 1 deep. 20 24 co appiicotions during worm weather, as this increases stand losses to disease. Reseed, Mountains - Aug. 15 - Dec. 15 fertilize, and mulch damaged areas immediately. Mow to a height of 2.5-3.5 inches as Coastal Play and Piedmont -Aug. 15 -Dec. 30
0 3. Loose rocks, roots, and other obstruction shall be removed from the surface so ~ needed. Soil amendments
that they will not interfere with establishment Foi and maintenance of vegetation. Follow soil tests or apply 2,000 Ib/ocre ground agricultural limestone and 1,000 lb/acre
Surface for final seedbed 1p a preparation, of finish grades shown, shall be reasonably 10-10-10 fertilizer. Mulch
MU smooth and uniform. A~~ 4. If NO soil test is taken, fertilizer and lime Apply 4,000 lb/acre straw. Anchor straw b tacking
according to seeding specifications. Mo 5. If soil test is taken, rovide lime and fertilizer according to soil test report. anchoring tool. A disk with blades by with asphalt, netting, o mulch sot nearly straight can be used as a mulch anchoring
fi. Lime and fertilizer shall be applied uniformly and mixed with the sail during seedbed Rei tool. Maintenance
pre aration. g Repair and refertilize damaged areas immediately. Topdress with 50 Ib/ocre of nitrogen
in March. If It is necessary to extend temporary cover beyond June 15, overseed with 50
V N : ib/ Project ara er F~ 9 No. Date By Description lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lospodozo in late February or early March.
1 e 5 /98 ME - L REVISED EROSION CONTROL AS MEURES PER N By CDEHNR COMMENTS. REVISED LOCATION OF CI-53.CA~'"•• t" Draw ~ ~o~. SLOPE DRAINS. BASIN 5 & TEMPORARY o a°.•° ,y ;
2 11 8 MEL REVISED EROSION CONTROL ~p . ` - ca j% MEASURES PER NCDEHNR COMMENTS. ADDED SEDIMENT ` / ~I MEL FOR LOT GRADIN , 0,32
REVISED STORM DRAINAGE CHART r use °•,9 ; Checked BY 3 1 • ,p~ 4,0 ~ --Scale: MR ASMAV.% W. GRADING, STORM DRAINAGE & EROSION PLAN .
1/12/98 MEL REVISED PROPOSED CONTOURS Lar Landscape Architects l' = 64'
4 12 /g/8 MEL REVISED SHEPHARD FIELD LANE. REVISED LOTS 4$ 56. REVISED STORM DRAINAGE F _ 6 Plc Planners & Engineers GABRIEL ESTATES ~
FROM CI-51 TO FES 54. Y 8/04/98 eet urlber
Q " +r • ~ ~ ~ DESIGN- PLANNING. RESEARCH 421 ~ op Project Number --CIO ?CH 420 Hawthorne Lane
98023 Chi M OGRES VILLE NORTH CAR Ch r OLIN A a lotte, NC 28204
SNiNWALLE ROAD LLC
70, 980231SN.INBASE-DWG 704/332-1204 P.O. BOX 187 mmmum"m L' 5 R
DAMSON, NC 28036
[phone] _ l w
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w

~T~RM fl AI1~ ~ ~~~R A
Inv~t in Inurat Out ~ t4oorasv Standard Ta Sttw~ire
t~•1 911.IXi 907.20 t44 tt d 1~' ~ at 0.96 ~ CN2
C1.2 914.10 908:~t 8Q8.2Q i48 ft of 18" ~ 1,1596 t3.1 C44
. ` " C~3 .912.70 X8.70 32 tt ~ 15" ~ at 0.6396 Q1 GIB
C~4 912,70 ~4. ~.3t1 t40Q of 24" rcp at 2.5096 Q1 CI5
. ' . 908.~a-3)
I ~ ~ ~ I Ci•b 907.1 900.80 900.1 1i~ft ofi 24' rcp at 20.OD°do a1 #dH•8
fdFt•6 887.00 6.60 89030 16 ft 24" rcp ~ 1.2b9d D•1 tNV•7 ,
NW-7 680.1 D•S 1
E1fiE~'D T17 4wS ~P 1~'TUR$+~E Db10 911.00 907.00 1116 ft of 15" n;p ~ 4.4496 D•6 C{•1 t
CEi1 906.30 ~Z20 9t32.E81 148ft ~ t6" ~ at 2.03% t.1.1 Ci-12
1. ~ Ak' PF Er`RI}i OgtE OKR ifP: iN4El' PIPE AI6? TNPSE q•12 X3.90 899.00 8.80 20 tt of 24" st 1.00°6 at CF13
PIKES tY~tYMG XMER FU T{IE PN'E BFM13, I# AT L~:T 1 FPPT IpAI#R AT Ald, PGNIiSS flIMV Tlif iPP Ot AE.'P&fT PIPE. - / q•13 X3.90 898.60 898.40 8011 of 24' rcp at 1.25 ~i CEiS CI.14 902.10 8.00 22 9 of 15" rop at 273% 1}i CF15
. 2. THE P~ StWI AE FSEXIEIE MfPi Y'ATES SIPHI' tX7RlEC1UlP RAflP~. fifXlB{f PIPE SHOkltD BE SPikEb p! £IE~fi SnE. S. ARP Ipil' A StMLI BE PRUV'~ED AT T}IF OUfLCI, 9F - ~ q•15 9011.10 891.40 897.2(1 154 ft of 24" at 1.04° t}t CI.16
EMRRYbYG ttrtA A DEEP AREA 4. 'IHE ~ ARflU71P MRt UWlER TBE iNIEf PWE; A187 ENf1EWCE _ ~ ~ ~ ~ - • {3.16 904.E 895.60 695.40 294ft ~ 24" rcp at 3.2it~ D•i CE17
- SE&71fNF StNi1 EE IYAIP TMIPEP IN ! LpiS?D TF~ 1PP 9F T11E 6ANR1 pkE. .y ~~•..t 'i S Ptkl.PW-VP M7SPEPRPti ANP ANY NEEI~P WAREt!YWCE STNti.
ffi PERifkgdEp AEIEN FICM SfPRN Bi 1}IE FlMaHfA41.Y RES~48L€ y PARfY OR NS AGEfYC. .1 " j i _ OIL 887A0 893.00 140ft of 18 rrq at 3A7°k D•6 CI~1
- ~ ~ - _ q31 883.1 87$.70 878.50 36 ft of 24" rcp at 0.83 D•1 GI33
b i._CC~~-- / f ~ q-32 882.t~ 878.40 22 ft of 15" at 0.91% D•1 C433 ~P
1 ; ti~ ~ ~ - ` ~ CI-33 682st1 676.20 878.00 152 #t of 24" rcp at 0.72°k f?•1 CE35 ~ ~F---_._ \ CI-34 684.60 860,00 32it of 15" rcp at 6.25°~ D•i Ci-35
~s i _ ~ ~ ~ I• 7 t. 13 8 of 24" 1.21 0»i FES•38 C 35 884.40 8 6.9(a-33} 87 60 2 rcp ~
/ ij NOW'OR FORMERLY ,r - ;
ANTHOP'dY Vd. SHERRILL ~ iJOW OR FORMERLY ~ EES•36 870.00 NGDOfi310.01.6 ADRIAN E1/AfdS
• 522-D62 ,~-'i ' LONE RA - ~ 460-547
1. -TOTAL AREA QiSTURBED = 2$.3 AG ~ ? • - ~ ZONE RA Cl•40 893:40 - 869.40 3217 of 15" a# 0.63°lo Q-t GI-01 \ ~P
~ ~ ~ r~. ~ q•41 894.00 889.20 8.00 130 tt of 15" rcp at 2.62Yo D•1 ..~S•42
2. CONSTRUCTION OF THE FOLOIMNG ITEMS SHAC.L BE IN ACCORDANCE 4TH-THE ~ , , FES•42 876.60 NCDOfi310.01•S i \
CURRENT TOWN OF MOORESVILLES & STATE OF NC STANDARD DETAILS: r" ~ , X r t , NGVd OR ~ORMER~Y .v
NCDENR 6.41 RIP-RAP APRON FOR FES s. , ; ~ t10bV OR FORMERLY hi ARIE G. BRAdJLEY ~ 1Votes:l. Contractor to verity elevations at flared end sections in the field prior to construction. 3
_ ~ ~ A i l NCDENR 6,31 RiP RAP AT CHANNEL INTERSECTIONS ; ~ , MARIE G. BRr WLE Y ?40- ~ 66 2. Alt stab type drop inlets to be with 6" openings at 4 rides. ~ ~ 379-206 ZGNE RP ~
~ 1 ~ NCDENR 6.60 TEMPORARY SEDIMENT BASIN ` , , G ~ . 'P. ~ ~ ~ . ,~~,a ,G~~, .ate ~ ~ LONE RA
NCDENR 6.~1 TEMPORARY RISER PIPE SEDIMENT BASIN ~ L ~ ~ ~ ` ! , ` i'` ~ ~'~~r~~ac~ 1 ~ ~ ~ ~ ,
~ . V ~ ~ NCDENR 6.20 TEMPORARY SILT DITCH , m; ; ~ \ ~i
NCDENR 6,62 TEMPORARY SILT FENCE . i ~ 1 ~ 7 NOW OR f ORMERLY . ~ HORE C. GRABIEL :E r' _ r .
NCDENR 6.61 TEMP. INLET PROTECTION ~ ~ 1 ~ ~ ~ ~ ' i 660-626 ~ ` r 'r ~ i
NCDENR 6.06 STABILIZED CONSTRUCTION ENTRANCE ~ ; ~ j;j~ f€ / ~ LOT~iE RA - 3 ~ \
~ , r ,ti r~ ~ :t / `
3. REMOVE AND SPREAD ACCUMULATED SEDIMENT FROM SILT FENCE AS RE UIR D. - I ~ t 1 i ~ j
REMOVE AND SPREAD ACCUMULATED SEDIMENT WHEN FILTER BASIN 1S HALF F ~ - - I , , NCW OR FORMERL, ~ ~ Ate. ~ li
4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUESTED DEPENDING UPON - PAUUN~1E GK. cCoo~n~a;~ ~ ~ , ~ ra VL r';C S~:f~! f;'hB~ - .J i
FIELD GQNDITIONS, zoNE , A ti 3 , ~ a r y ' ~ ~ / ~ F ~ ; r iM1'f:
I ~ IA P T - I D ITION AN F ~ , i \ ON S TE ~ R L l S REQUIRE AN ON S TE EMOL L DILL PERMIT 1 / . ~ / ~ i' ~ t f~',!. ~ J_ `tam E ?t .r
FROM THE ZONII~IG ADMINISTRATION: i ! , o
6, AN'Y ADDITIONAL CLEARING OR GRADING REQUIRED FOR STOCKPILES OR BURIAL / j r ~ ,,,.a ~ ( s . ,r'' I, ~ - ~a ~
PITS NEEDS AN ~ROSI(3N CONTROL PLAN AND APPROVAL 8Y NCDEHNR.• CONTRACTOR ij?
TO COP~TACT PR ASSQCIATES FOR DESIGN INFORMATION PRIOR TO ANY LAND ~ { ~ ' ! ~ D ~ / / ~ , : - ~ ~..v - _ _ _ , . . ~ . a so z ~4~ - v ~ '
DISTURBIN ACTIVITIES BEYOND -THE LIMITS ~ GRADING. ~ € f r f o - . ~ ~ 5, 1 ~ r:~~ t` -~'Ph:E-LSt.,~ tech t}~ _ 114 _ ~ ~
, s f I ` 7. ALL CONTOURS SHOWN ON PLAN ARE 2 GONTQUR INTERVALS. ~ r ~ f ~
t ~ r , ; \ ~~x~ ~ 1 \ ~ , i r ~ _ - ~ 1 _ , _ . , 1 7 4
1 ~J f ~ ` PERMANENT DITCFfES G & H TO BE USED AS TEMPORARY DIVERSION ~ 1 i 1 ~ € ~ _ , s ; ~ tit ~
DITCHES .FOR EROSION CONTROL PURPQSES AS WELL. , , , ; , ~ ~ 2 ; ~ i I ti ~ f G,, ~ V ~ 1 a ,1 ~ t a~. L-
! ~ ~ THE DENUDEt3 AREA LIMIT SHOWN ~i THIS PLAN IS THE MAXIMUM AREA TO BE ) ~ ~ . !j ~ t ~ ~ j ~ l . r ~ a R
CLEAR~EQ. ~ ~ r , i , ; ~ ~ ~ ~~y~~~'-r. , ~ 1\~ _ A` ~ NOYd 0 FORMERLY . ~,,,1~ - ~N- a ADRIAN E`JANF ~
~ ` ~ 1 1O, QURING THE FILL OPERATIQNS, TEMP. DIVERSION DITCHES SHALL BE INSTALLED .1 ; ; ~ ~ ` ' : ~ 763 945 ~ ti ~ ~ ~7 ` ~ 1 .y ,?1tT~s" ~ -nr~i:'. AZ~ONE RA
AT~ THE -TOP OE ThfiEFILL SLOPE TO DIRECT WATER TO THE SEDIMENT BASINS , ~ , , - ~ '
- ~ t 1. r A~ QWN oN .PLAN, - ~ , ~ ; 1. , r~
SILT FENCE SHALL OE INSTALLED AT THE TOE OF FILL SLOPES ~ ~ , ~ -
~ ~ 4
CONTRACTOR IS FULLY RESP NSI LE FOR MAINTAINING ALL EROSION C NTR ° - ~ ' 2. TIE O B 0 OL Yy ~ ti- - {i' r -t - ~ , { l ~ ~ ~ Ii j `4 ~ - r
DEVICES. THE CONTRACTOR SHALL ENSURE THAT DIVERSION DITCHES ARE , ~ . ~ _ - 4~ r ~ f~~ 1 '
FUNCTIONING TO DIVERT WATER TO THE BASIN aR ROCK DAM AS SHOWN ~ x,;~~~ _ I.r-- ~ i ~ ~ ~ it ~ ,f ~r .
ON PLAN. - ..__.~;r. ~ ~ r° \ ~ - ~ ~
A N HA AI I P A N T T I ~ ;,w_i 13. SEDIMENT B SI 5 LL REM N N L CE U TIL SI E IS S ARIL ZED AND _ ~ , \ ~ - i .
~ ~ ~ w.,r, , VEGETATION IS ESTABLISHED. .1 ~ ~ ~ , . ; ti _ - a
~ ~:v~'~ Q fie;, . ~ - ~ ~ ~ ~ .rC`Ehi v E`r:'".i11
M ~A1NAGE N ~ S. i i r Ci- ^ ~ -1i i~,~_. ~ ~ ~ ~ - ~h ~c.7t'rt~f'. t~~i iii:^S5 0 r•--= "f i a~ ~ ~ 7 ` \ \ V~.,; ~ Dt4'i-~t)h~;'~~~j'..~~Fj ~ ~ -
~ ~ - , , ~ ~ ~ ~ • . , V - - ~ ~ ~ v - , ~ , ~u r t k . i~ J y' _ _`C~KM :'F_~~t,r,:._. ~>~i4! ~ ~t,.F SAMUEL R.
1, TOPOGRAPHIC INFORMATION TAKEN FROM. FIELD RUN SPOT ELEVA110NS SURVEYED BY , `g}~ ~`s ,~N~N~E:~ a F ~ \ \ _ _ k>`~. ! y, i; ' 'K 1 1 ~ t' \ _ Pa AS't Tl _`t~'I~ ti: ~,1~ 'TE^ 817-`/„;x' ~ ~ _ _ _ - ~ - p; :e 'i ` 7, ~ ~ ' T: ~ _ 4~i.: Its , i."tiL vF T.. !.,f (~,hE._ ~ F LOIVt K:
ED KILL,OUGH, N.C.R.L.S. L.--1519, LA5T RECEIVED 7/31/98. - 4 ~ a _ . ~ v .I ~ ' ~ ~i R. - t i , ~ : , , - _ . i { F ~ : ~
2, ALL STORM DRAINAGE PIPE Tp BE ..CLASS 3 REINFORCED CONCRETE UNLESS I,, ~ j , - -_1 ~ F yi' r ;a' ~ ~ ` a ~ ~ ~ ~C1;'T,~Fti i Ear. ~.f~'. ( . - ~ '
T RWISE NO I7. PIPE LEN THS INDICATED ON PLAN ARE APPROXIMATE ON Y. I ~ ~ , O HE TE G L _ . ; 'Af _ , ~ ~~~~i ~ Feu Y k i ~f~~3 UAN. - L~.~'~ _ ~ , _ / - x
r INSTALL RCP DOWNSTREAM FROM ROADS TO BEGINNING OF EACH SEDIMENT BASIN ~ ~ ' 3 ' l s _ ~ ~ . ~ r r T~ ~ ^ ~ ~ ~ _ .
[ "1, _ AS .SHOWN ON Pt;AN, COMPLETE STQR~I DRAINAGE SYSTEMS AS OUTLINED iN THE ~ r ~ i ~ - 1/ r Y, r
t s CONSTRUCTION SEQUENCE. INSTALL RIP-RAP APRONS. ; ~ ; 1 , ~ ~ ~ , c 4 r , T
l - FE5 INVERTS ARE SET AT OR SLIGHTLY BELOW EXISTING GRADE. VERIFY ELEVATIONS i' , ~ ~ : I. ~ f _ - ~
~ ~ . \ f
IN FIELD PRIOR TO LAYING PIPE. r :.~„P W.c~ .ate fNe?`` ~ r; ~ ~ 1 ! / 1' f . , : ~
1 _ 1 ~ _ C~.... A ~ _ 4 ~ r ; .
~11~T1~ U N E. ST E C ~~}N ~ ; l ~.e~, ~ - w
_ ~ ~ I \ . y
1. Qbttain Grading .Permit from NC DEHNR. I ; ` ~ ~ S ~ 'h ~ _ ' p ~ _ l
2. Pre-canstruct~an meet€ng with State Inspector. ~ i . f
3. Inst~gll silt fencing, diversion ditches, filter basins & ~ t ; r/r? , , - . : c 1 ~ r , _ - l ~ ~ ~ , ~ " ,1' - , r i t r ~ I - A ~a,, :
r Ian entrap Tem orar itches shall be install ~ canst uct ce p y d ed , 1 - . r l; ~ ~ , it a i A
LEGEND at the toe of fi'Il slopes to dram rnto sediment basins. 'y t„~ - - ~ -r o--_ ~ i.^~''~ - - i _ _ ~ ~ _ i ~ - t ~
Clear only as necessary to install these devices. ~ 1 ~ - , aso , EXISTING CONTOUR ~ ` _ ~ . ~ _ , , f`~, ~ \ i _ -
4, Construct and maintain all erosion and sedimentation ~F E r ~ ~ \ ; . ~ _ ~ ~ , _ ~ ~
- cantrai measures in accordance with the - so PROPOSED CONTOUR f :w ~ _ r;; ~ _ - ~ - .
a roved sdeimentation control Ian. , . r~ PP p p¦ ¦ ¦ ¦ . STORM DRAINAGE PIPE ((PROPOSED ~K€~~r_ ' r~l _ ~
S, ins ection b State Ins ~ctar ar his re resentative. j ` ~ ` R~sT : , I _ _ ,
p Y P P y .32 43~ a , ~ ~ ~ , ~ - _
fi, Clear and rode, CI-5 ? PROPOSED CURB INLET ~ 1 ~ LeNE R~a r i r _ ' ' ~~1~* ~ . - . 1t ~
7. Periodically check and epa r aH 9 ailed areas and DI 6 ? PROPOSED DROP INLET t, i'
the su ortin erasion and sedimentation control ~s pp ~ • • FAR N TI RIP-RAP APRO ~ L ED E D SEC ON Wi N ~ ~ _ : r~l' ~ , R .,v s - ~~~~AAA ~
ra ti es es eciall a#ter heav rainfalls, , ! ~ I ` ~ _ , p c c ~ P y y ~ ~ ~ -.i i "^ib+ 'fir .vb i, ~ ~ ~ ~ ~.e ~ i. ; i ~ r~ ~ ,
LIMITS a~ cRADING y Provide round cover far denuded areas, which wil! > c '
TEMPORARY SILT FENCE ~ ~ ~ not be d€sturbed by further construct~an. ~ f - ~ ~ f . , - fi ~
9, Install storm drainage and silt fence inlet traps: ~ ~ \ . 3 _ I z
, stub storm draino e i e "rnta the sediment basins w , 9 P P { ~ ~ i~ f - . ~ - t . ~ ~ + ~ : r - ~ . ~
as indicated an plan. ~ _ - : , ` t i . _ ~ ~ ~ _ ~ ~ , f ~ ~ ~ ~ -
~ - • ct he si e, Grade fill sloe a TEMPORARY SEDIMENT BASIN ~ 1O. Canstru t t p s t a ' ~ f .
i , n.. ~ ~ i 4 , `0~
1;1 slope around the sediment basins and ^
\1 construct the temporary ditches at the top TEMPORARY DIVERSION DITCH
r!r,, ~,R wRP~RLY yd of the slope to drain into the sediment basins. OVERC~SH „ i
? SILT FENCE INLET SEDIMENT TRAP 225-J2 Once the site is stabalized and vegetation is ! _ `'tom t`19 k :
remove the sediment basins and TYP. AT ALL INLETS _OrEA established, _ 7 l
complete the storm drainage system rip rap ~ n . - - t ! 1 I 84
20 PSDE PUBLIC STORM DRAINAGE EASEMENT ° ! z C~' y0.
apron & remaining fill slopes, leaving the silt fence in Of r.,
he to of the slope. Seed all fill slopes. Divert along t e 20 S. S. ESMT. PUBLIC SANITARY SEWER EASEMENT A- 01
the temporary ditches at the top of the fill slopes into r-
the temporary slope drains as shown on the plan. ' EXIST. SPOT ELEVATION+ ya w r , r fi ,
11. Remove temporary filters (silt fence, basin, etc.) 0R F R41ERL ti , 4,x
and spread accumulated sediment only after site PROP. SPOT ELEVATION 225 35.9 1 Ar, b FE,I
A is stabalized and vegetation is established. ZONE k I
Seed all bore areas. GRASS CHANNEL • w
12. Inspection by State Inspector or his representative.
All erosion control measures shall be constructed „ NOW OR FMOER_Y i
in accordance with the State of North Carolina Erosion E. J. OVERC~,SN r; r .
o- 102'4 -54; y and Sediment Control Planning and Design Manual". ;0 R !
All construction work shall be in compliance with regulations of
National Pollutant Discharge Elimination SYstem(NPDES) tl t^ i / I li~ 6011 ~ , . 1 e' 1 , ( ,.n 'gip
-Storm Water General Permit. - - ~l ;r
5 , i
I so
40
„ y i'• v ~ 5 1
go i
- i NO'A OR FORMERLY
OVERCASH
REVI QNS
ro 'ect Mona er J 9 No. Dote B Description JS es. CAR{. ~~rr cafe,
DPR ASSDCIAX% INC. GRADING, STORM DRAINAGE & EROSION PLAN 1' = 60'
1 25 MEL REVISED EROSION CONTROL MEASURES PER NCDENNR COMMENTS. ~04 t lot- Drawn Y 2 11 8 MEL REVISED EROSION CONTROL MEASURES PER NCDENR COMMENTS. ADDED DETAIL 11/L-4. REVISED STORM fl u?c~, i'
MEL~.~` r Landscape Architects
PRAINAGE PER TOWN OF MOORESVILLE COMMENTS. REVISED GRADES FOR AKERMAN PLACE & UMBERLY COURT. ; .;..x Checked By .3 11/12/98 MEL REVISED PROPOSED CONTOURS FOR LOT GRADING. >ro 6 Planners & Engineers GABRIEL ESTATES heet Number
" C-32 •
4 12/9/98 MEL ADDED LOTS 114-117. REVISED LOT 74. ADDED GRADING FOR LOTS 114-117. t DESIGN- PLANNING. RESEARCH Dote 420 Hawthorne Lane SEARCH MOORESVILLE NORTH CAROLINA
Charlotte NC 28204 SHINNALLE ROAD LLC L-4A
13/4/98 ~p P.O. BOX 187
Project Number 5S4CIAt 704/332-1204 DAMSON, NC 28036
98023 i2 704l895-0026 Total, 4
98U31SHINBASE;DWG