20061323 Ver 1_More Info Received_20070302

o1- 1323
February 28, 2007
U Mr. Allen Johnson
NC Division of Water Quality
610 East Center Ave.
a Suite 301
Mooresville, NC 28115
.,
tJJ Dear Mr. Johnson:
• r-i Enclosed you will find the revised Stream Restoration Plan. Mr. Garmon has decided
to remove all but 150 feet of the culvert. Therefore, he will not be applying for
mitigation through the Ecosystem Enhancement Program. The remaining pipe culvert
will be discharged into a newly proposed sediment basin that will be converted to a
?.r water quality basin when the site is developed. The existing sediment basin will be
removed from the stream channel once the stream restoration measures are in place.
..r Mr. Garmon is ready to proceed with restoration as soon as plan approval is granted.
W If you have any questions, please contact me at 704-922-0024.
Sincerely,
ci
Kim Fortner
Diamond Engineering
Cd
Cc: Joe Gannon
Steve Chapin-USACE
Cyndi Karoly - Division of Water Quality, Raleigh
(Ind 1-.ngmeering h Sun v\ inp
Silc & Subdmsion PlannnmV
I ,o, ion Control Plamninc
N aler K Se\cer Desien
140 Old NC'" Loop Road
1);i1h;. N C '8034
Phone. 1'11-1)'J]?-1102.1
Nlnb [phone]
L-Mail Jianumdui¢inceiincu chancy nct
oLO -13a3
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se„arately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 No Name culvert Perennial 2 feet 150 0.01

Total Stream Impact (by length and acreage) 150 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
Page 8 of 12
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Seeding & Planting
Tem orar Seedin -All materials, labor, equipment and work performed or supplied under this item shall conform to but not limited P Y g
to Section 1620 & 1060 of the NCDOT 1995 Standard Specifications. a
Rack and Debris 1/2" or larger shall be removed. and disposed of off the construction site. Any aggregate base course that is used as
back Ell behind the curb shall be removed regardless of size prior to the seeding operation.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (A.NSI, 1990, PART 1, "Shade and Flowering Trees") H
Seeding shall be performed in accordance with the following seeding specifications: For Example: Caliper Height (range) Max. height Min. root ball dia. Min. root ball depth
2" 12-14' 16' 24" b6"
Schedule No. Common Seed Narne Rate lbs.lacre Planting Dates 3" 14-16' 18' 32" 21"
1 Rye (Grain) 120 January 1-May 1 Annual Lespedeza (Kobe) 50 NO'CES: M ~ w
2 German Millet 40 May 1-August 15 1. REMOVE WIRE OR NYLON CT
3 Rye (Grain) 120 August 15 -January 1 TW}NE FROM BALL
2. I VSTALL TOP OF BALL 2"
10-10-10 Fertilizer @ 7501bs.lac. Lime @ 2000 lbs./ac.
Straw @ 4000 lbs.lac. Tack @ 10 gal / 1000 sq. E ABOVE FINISH GRADE
3.. SOAK ROOT BALL AND
Permanent Seedin -.All materials, labor, e ui ment and work performed or supplied under this item shall conform to but not limited g qp to Section 1660 & 1060 of the NCDOT 1995 Standard SpeciEcations. PLANT PIT IMMEDIATELY
Rock and Debris 1/2" or lar er shall be removed and disposed of off the construction site. Any aggregate base course that is used as g AFTER INSTALLATION
back fill behind the curb shall be removed regardless of size prior to the seeding operation. 4. 4" SAUCER WILL BE OUTSIDE
OF }3ACKFILL.
Seeding shall be performed in accordance with the following seeding speciEcations: 5. SEE SPECIFICATIONS FOR
SLOPES 3:1 OR FLATTER OTf~ER PLANTING
Schedule No. Common Seed Name Rate lbs./acre Planting Dates 1 Tall Fescue 300 Aug. 15-Nov. l REQUIREMENTS. a
2 Tall Fescue 300 Nov. 1-Mar. l *
Rye (grain) 25
3 Tall Fescue 300 Mar, 1-Apr. 15 TOP OF ROOT BALL TO
4 Hulled common 30 Apr. 1S-Ju1.30 BE 2" ABOVE FINISH GRADE 4" LAYER OF MULCH
Bermuda grass NO MORE THAN 4"
S Tall Fescue 300 Jul. 15-Aug. 15
_ Brown top Millet OR 35 0 Sorghum Sudan Hybrids 3 TOUCHING TRUNK
* Heavily mulched during the January -March period. 4" HIGH WATER BERM
10-10-10 Fertilizer @ 1000 lbs./ac. Lime @ 40001bs1ac.
Straw @ 4000 lbs./acre Tack @ 10 gal / 1000 sq. ft
SLOPES GREATER THAN 3:1 to 2:1 Schedule No. Common Seed Name Rate lbs./acre Planting Dates FINISH GRAD
1 Sericea Lespedeza SO Mar.-June 1 REMOVE TOP 1 /3 OF WIRE BURLAP ' ~
Tall Fescue OR 50 AND ANY NAILS/PINS, ETC. ~ ~ ~ PLANTING MIX
Weeping Lovegrass S
2 Tall Fescue AND 60 June-Sept. l (AS SPECIFIED)
Brown top Millet OR 35
Sorghum Sudan Hybrids 30 REMOVE TOP 2/3 OF WIRE 8„ 6,- 2a~ ~ 6„ $n ~ woo
5 Sericea Les edeza 70 Se t.-Mar. l p P (unhulled-unscarified) BASKET WHERE PRESENT , WA~~
Tall Fescue AND 150 UNDISTURBED SOIL LINE (IF SOIL
Millet OR Sudan 20
HAS BEEN PREVIOUSLY DISURBED, as°
**Temporary -RESEED September 1 at the recommended rates FIRM SOIL UNDER ROOT BALL)
10-10-10 Fertilizer @ 1000 lbs./ac. Lime @ 4000 lbs./ac.
Straw @ 4000 lbs./acre Tack @ 10 gal / 1000 sq. ft
Any cut or Ell slopes over a 4 foot high will behydro-seeded or covered with erosion control netting (North American Green SC150 or PLANTING DETAIL SINGLE STEM FREE
approved equal) to ensure a goad stand of grass and prevent future erosion.
a~
The contractor will also be required to mow any area that will need maintaining until Enal acceptance of the project.
Tree Planting -All materials, labor, equipment and work performed or supplied under this item shall conform to but not limited to Section 1670 of the NCDOT 1995 Standard Specifications, Section 6.13 of the North Carolina "Erosion and Sediment Control
Planning and Design Manual" and the American Standard for Nursery Stock. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, a©o ~
"Shade and Flowering Trees") aN
Trees shall be purchased from a nursery with their roots and attached soil wrapped in burlap or in plastic containers. The soil ball of For Example: Height Min. root ball dia. Min. root ball depth
containerized and burlapped trees shall be 12 inches in diameter far each inch of trunk diameter. The soil around the roots should be g • 22•• 15••
kept moist until planting. Branches should be bound with a soft rope to prevent damage during transport. NOTES: 'moo
Willow Oak (Quercus Phellos) shall have a caliper size of between 2 and 2'/a inches. Crape Myrtle (Lagerstroemia lndica "Natchez") 1. REMOVE WIRE OR NYLON TWINE FROM
shall be a minimum of 14 allans in size. Gloss Privet Li ustrum Lucidum Dwarf Yau on Holl Ilex Vomitoria Sea Green BALL
g y (q p Y ( Juniper (Juniperous Chinesis, "Sea Green") shall be a minimum of 3 gallons in size. 2. INSTALL TOP OF BALL 2" ABOVE FINISH
GRADE W ~ a A a
Each planting hole must be deep and wide enough to allow proper placement of the root ball. Ideally, the hole should be twice the size A
of the root ball. When digging the hole, keep topsoil separate from subsoil. If the subsoil is high in clay, allow extra roam (one-half scRnP z° x a" LUMBER 3. SOAK ROOT BALL AND PLANT PIT MAY BE USED TO SUPPORT IMMEDIATELY AFTER INSTALLATION o w~
again the height of the root ball). BackEll the hale with enough topsoil ar peat moss to position the base of the tree at the same level as WIRE ON BACK SIDE OF TREE a
in the nursery. 4. LENGTH OF RUBBER HOSE TO BE 2/3 a
~ SPACING AS NEEDED If the plant is in a container, carefully remove it, taking the soil surrounding the roots with it. This may require cutting the container. CIRCUMFERENCE OF TREE.
TQ SUPPURT WIRE Y'° Loosen the twine and burlap at the top of balled and burlapped plants and check to make sure that no other wrapping is present before WITHdUT CUTTING TREE * 5. 4" SAUCER WILL BE OUTSIbE OF BACKFILL.
lantin . p g BARK * 6. SEE SPECIFICATIONS FOR OTHER w
1 i ~ PLANTING REQUIREMENTS. (
Before replacing subsoil, mix it with one-third peat moss Orwell-rotted manure. BackEll the hole, firming the soil as it is replaced, and ~ ~ \
maintain a aepression arouna me mxmc wicnm me excavacea area co noia water. i,over me ease of me trmix co me same ievei as netore NOTES: 6" iYP---~ it was removed. Water thoroughly and rewater as necessary to keep the roots moist until the tree is established. y
1 , THIS TREE BUMPER DETAIL SHALL BE USED WHEN Stake the trees with vertical stakes driven into the ground just beyond the root ball. Secure large trees with guy wires and cushion WORKING WITHIN 10' OF AN EXISTING TREE TO BE PLAN TOP OF ROOT BALL TO 4" LAYER OF MULCH
wire, where it contacts the tree, with rubber hose. Wrap the trunks of younger trees to protect them from sunburn and peso. PROTECTED. PLAN VIEW BE 2" ABOVE FINISH GRADE NO MORE THAN 4" A Cut Above The Rest
Each plant is to be mulched with pine bark mulch 4" thick and in a 24" radius around the trunk or base of the plant. All other areas are 2• ALL TREES SHALL BE SAVED UNLESS NOTED 1 "X2"X18" WOOD STAKE TOUCHING TRUNK Revisions:
to be stabilized with seed, mulch, and tack in accordance with the seeding specifications from above. OTHERWISE ON THE PLANS OR DIRECTED BY THE 6„ T,P ENGINEER.
WITH CENTERED 3/8" HOLD
3, LUMBER, WIRE, AND SANDBAGS MAY BE REUSED 4" HIGH WATER BERM
AT OTHER TREES. i
4, THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING TREES FROM DAMAGEDURING CONSTRUCTION , STEEL WIRE TO TIE FINISH GRADE
ESPECIALLY FROM BACKHOE ARM SWING. AN 2^ X 4" X 6' LUMBrR TO TREE REMOVE TOP 1 /3 OF WIRE BURLAP ~
ALTERNATE APPROACH MAYBE USED IF LUMBER, (7vP.)
APPROVED IN WRITING BY THE ENGINEER AND ANY NAILS/PINS, ETC. i ~ PLANTING MIX
AFTER CONSULTATION WITH THE CITY ARBORIST OR HIS REMOVE TOP 2/3 OF WIRE (AS SPECIFIED) CAR() 0,0
DULY AUTHORIZED REPRESENTATIVE. Zx<•s AND COMBINATION SAND BAGS TO ENDED BASKET WHERE PRESENT O~ E S S / 0~ ~®~y
PkOIECT THE BUTTRESS 0 0, yr
ROOTS, G~ BUTTRESS UNDISTURBED SOIL LINE (IF SOIL HAS s° 20° s° s~ ® SEAL ® 23530
BEEN PREVIOUSLY DISURBED, %
FIRM SOIL UNDER ROOT BALL) 48~_
ELEVATI ELEVATION VIEW 0N-.-, DETAIL PLANTING DETAIL MULTI-STEM TREE
TREE PROTECTION Drawn By: JHD
Checked By: KBF
Scale: 1 "=20'
Date: 1-2-07
File # 06-0614
SHEET NO. 5
- - - -

I/~t' IfORf ME5H ,:.,R. 6" WASHED STONE • ipe u e o a Tea
wt« •2 •~r•~! •{tr•r~t•••~«r, • it •••°i F-fi ~ e e one onne
N~ A,~
~F iV,r
S.« r ' SPACING i 't t :~~~i e . ~ti Vin.
! , i 1. Obtain /an a raval and radin ermit form the N.C. De t, of Environment and ~
P PP g 9 P P A ; y".,• , , A Y w ; , . Natural Resources Land Qualit Section. "r? t " " •'M + ! • ° O 4,
2. Hold a re-construction conference at least one week rior to startin construction i , . • • ; ; ~ ~A ti O r;~'~ o
P P g , FLOW « . f n 'r n h aturo/ Resources Land ualit Sectio of r? FLOW ~ ~ . and notify the N.C. Dept. o E v~ o meet, Healt , and N Q y n , , , 0 ~ENr~ ~d~ )
t' ' ~ ti ~ ' S'E~IMEN•f~ the date when construction will begin, •sEOiMEnir 'coNrROL • FLOW A.. . R. • • ' ~ ''•CONrRpI ' 5rONE t eoc ~ °
3. install the rave/ construction entrance. , ;~,1 .,srpJVE Note: , ~ ~ l,,, ~ - -
; k • r~r 5ed%ment Cantfpl stave Shall ~ " t " ~ ? be Na. 5 or No. 57 4M ,S u. ~ ~ ~ v - ~ z
4. Install the outlet rotection at i e s tem outlet ' ~'y'~.«:'8' ~ t . ire Mesh steel! be hardware P PP Ys ~ w , ..r ~ . ; 3, ' • • • s ° , ; • d , ! cloth 23 gauge min. and steal! • 't o
• ~r • • ~ "e'M i • .l 4~r•'i • a have J/4" mesh opening. ~e 1"/1'•~~ . 5. Install inlet protection around drop inlets y;' • • y« ~k ; * j~ « Botfom of wire mesh shall ~ ; • ~ .~•,•,`~i • • "r • • •r • 4•I ~A be a min. of 1' belaW Patina: •p °h {'«•.r ' ° FlL TER F AGRlC N M 00
r ' ~ 9 l V f ~ h I Steel ost shall be 5' in ` ~ ' 6. Leave all erosion contra! devices m place anti egeta /on as been establ shed p , • (T~'~/'11 ~ N
her ht, be installed 1.5' deep ` sufficiently to withstand erosion. g J/4" N~RE min., and be of the self-fasteneP 2-3" COURSE AGGREGATE - W U z
MESH 4 angle steel type. MAX, SPACING Wood post shall be 6' in 2,
height, be insfalled to 1.5' deep SEDIMENT min., and be 2x4" min, in size ,~~r~•Ii
CONTROL Post spacing sha// 6e a SrUNE max. of 4: '~a.e
FLOW 2' FLOW FLOW 1 • • IZo • ! r„ r+ • '
• • • 4~ o ~
i~ . i ' , 1 6 ~ EoIMENr ~ Nr - c 111..=II1= ~
~ GONIRpL sroNE ( _ - ~L I~III=1 ~ o ~
- - O a ~6, - j r. La is the length of the rip-rap apron. = - - - 111.,;,111= ~ ~
04QfLi+fi~Li~K~G4~•.~GiOfJa ~ 6' s~cnav A s I I=1 I I-~ ~ 5FC1It~+V Y Y
1. Al! erasion and sediment control practices will be checked for stability and operation 2. d=1.5 times the maximum stone diameter but not less than 6': -F•
following every rurrvff-producing rainfall but in no case less than once every week. Any needed / ~ er --Filter
repairs will be made immediately to maintain all practices as designed Pi • _ e outl ettoW e deb ned 3. In a well defined charm / x n Fabrl e etedthe C Fabric
2. All seeded areas will be fertilized, reseeded as necessary, and mulched according to the srEP 2 apron up the channel banks to elevation of Chan? l srEP I 0 „ e 6 above the maximum failwater depth of
instructions in the seeding speciflcafians to maintain a vigorous, dense vegetative cover. DRIVE STEEL POSTS 1$" 1N r0 GROUI+~D ATTACH WJRE FENCE TO POSTS AND t0 the top of the bank, Which ever is less.
3. Gravel construction entrances will be c%aned ar replaced when they na longer worker COMPACTED SOiL AND EXCAVATE A 8" X 8" TRENCH IPH/lL EXTEND THE BOTTOM OF THE FENCE 8" ALONG THE LINE OF POSTS. INTO THE EXCAVATED TRENCH, 4. A filter blanket of filter fabric should be
properly. installed between the rip-rap and soil foundation.
4. Sediment will be removed from behind the sediment fence when it reaches Q5 feet
dee at hte fence. The sediment fence will be re aired as necessar to maintain a barrier. P P Y
. 78 M/N. 5. Seed, mulch, and tack existing sediment basin area after removal. ~ ~ / MAX. 8'
/ / , BETWEEN /////i
/ / ~ ~ ~ ~ ~ ~ r//// Posrs ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~\\1\\\ / ~ ~ / W W W W W W v W W y ~ ~ / W
/ / / r\ r\ r\ r\ \ r\ r\ r\ r\ r\ r\ r\ r, r\ r\ r\ r\ r\ r\ r`~ r\ ~ \ \ \ \ \ W y W • W v W W W y W W W W W . W W W . W W W ~ W W W
W W y y W W W W W y W W W y W W ( ~ W. W W
6' TYPICAL W 4 .y W W W s y . W W •L W w W W W W w
y •Y W y W y y W 1' y J ~G~~r?..~ 8.r J. W W SON WAQE""'
TEMPDRARY EARTHEN Dll/ERS/DN DETAIL 8., / • STEP 4
STEP 3
COARSE AGGREGATE BACKFILL THE TRENCH AND COMPACT ATTACH THE FIL TER FABRIC TO THE WIRE THE SOIL F/RML Y r0 ANCHOR THE
FENCE AND EXTEND THE BOTTOM Of THE BOTTOM pF THE SILT FENCE SO THAT FABRIC 8" INTO THE TRENCH RUNOFF /S FORCED TO GO THROUGH THE
FENCE AND CANNOT GO UNDER /l
3 q,~- 1 ~ M/N.
/ / ~ ii?;i ` i r : orrr' c r?r rr r ? -cirri : -
/ / ~ ~~,~~,~~~ti i///// . /i / / / / , ;
r ~rSLA~s,~rARFL~r~ / ~ \ \ \ \ i//// / ~ . J f// . t n
r\ r\ r\ r\ r\ r~, r\ r\ r\ r\ r\ r, r\ r\ r\ r\ r\ r`~ r\ r\ \ . 1~ / • . ~r.,,.~ .
1. Apply agricultural lime at the rate of 2 tons/acre. , 9 TYPICAL . y tY W y e .,b. • ' '.:Y. •v,.,,.,,.,.. • . , i:.,... ;y, x' W y y W ':,'..u:. W W y iH':.:~:. :'.',U::
2. Apply 10-10-10 commercial fertilizer at the rafe of 900 Ibs/acre, W W W ~ ;'.'y W W W ' W W W W w W W W ~ :'..W U
TEMPORARY GRAVEL D/ VERSION DETAIL ~'r W W W W W W W W ~y sEGTION W y y W W y '}i`~tiwY;.~....`•„~.,• -
3. Seed in accordance with the following schedule and application rates' TO BE USED A T VEHICLE CROSSING "y;,it. 'y W W W ~r'• Y
PLANTING RATE ~ NOTE• BOTTOM OF FIL TER FABRIC MUST BE =1 I ICI 0'
Aug. 15-Nov. 1 ........................Toll Fescue.....,...............,..,.300 Ibs/ac. HEIGHL• - .STEEL POSTS PLACED IN TRENCH AND SECURED BY - ` MAX• ETHER BACKFILLING WJTH SOIL ~III_-III= ~
Nov. 1-Mar. 1 * ........................Tall Fescue 300 Ibs/ac Abruzzi Rye .........................25 Ibs/ac. '---WIRE FENCE (HOG WIRE) MATERIAL AND TAMPING OR BY PLACING 3 WASHED STONE TO A HEIGHT OF 6" - - - - -III--- = I l~l l l i~, l l ~
Mar. 1--Apr. 15 .........................Toll Fescue......................... 300 Ibs/ac, FILTER FABRIC ABOVE GROUND LEVEL. -I - - ° I I I~~ ~ (`III-I I I- • ; ; . ~ ~l ter ~`I I I-'1 I I---'
Apr. 15-Jul. 30.........Hulled common Bermuda grass..,....30 Ibs/ac. 8 mm MJN: -BOTTOM OF WIRE FENCE AND ° SeCtIOn z' Fabric FiL TER FABRIC BURIED
Jul. 15--Aug. 15 Tall Fescue &,.........,.......,....300 Ibs/ac. 4X4' CONCRETE BOX RISER Brown top Millet OR............35 Ibs/ac. WITH SKIMMER, TRASH RACK, 8" IN EXCAVATED TRENCH a N
Svr hum Sudan H rids......30 Ibs ac. AND ANTI- CORTEX PLATE EV. 694. 9 J'b / -»--STEEL POST DRIVEN 78" INTO GROUNp DETAIL '
* Heavil mulched durin the Januar -March eriod 0.7 SKIMMER TOP OF DA Y g Y P ORIFICE D/A. , I . N~`~~CUJ
1.0 4. Mulch with straw applied at the rate of 2 Eons/acre.
~ Ev--- 2, .56'
~2 SLAVS A7EATQ4 1H~1N r to 2• r srOR w a. 68 N
EARTH DAM 1. App/y agricultural lime at the rate of 2 tons/acre. 1.0 NT LEVEL CLEAN FILL WITH ~ c~Ur Er PR r l ~ a ECroN
N 3.44' 959' COMPACTION ylrH rr' WrD~~ x r2.5' caNc rraN r " rHr
2. Apply 10-10-10 commercial fertilizer at the rate of 900 Ibs/ac. 50q ST LEI/E 1.26 S CK CtASS "B" RIP-RAP 4 A w ~
3. Seed in accordance with the followin schedule and a lication rates' 0.63' g PP ELEV 690
40 OF 36 RCP ~ ~ PLANTING RATE ~ a
Mar. June! ................................Sericea Lespedeza....,..,........50 Ibs/ac. BASIN S/ZE = 150' LONG X 4.5' DEEP
Mar. Apr ...................................ADD Tall Fescue OR..............50 Ibs ac 60' W/DE 36" BARREL 4'X4' RISER USE ONE / 6 Gate I/alve ANTI-SEES'
Mar. June .................................ADD Weeping Lavegrass.......5Ibs/ac. Cast /n Place COLLAR C.M. June Sept. 1 Tall Fescue ANO.....................60 Ibs/ac. F/L TER FAExRIC w
BDL T ON T} PE Brown top Mil/ef OR .............35 Ibs/ac.
Sorghum Sudan Hybrids ......30 Ibs/ac. T T~¦ A T TT /ry^^~{~¦ ¦/~y~ T¦ r__t u__ s r_-'---. ' -,n ~ ¦ ~ 1 ¦ 1 V /1 V ~ ~ ¦ ¦ 61 l~ ~__J ¦ f~ r T,T1T~A ~~~TrT' T~ ~ C~ TILT
aep1. mur: / >enceo cespeaeza,................. ,w IDs/ac. I L O .LL I. 1.I N ..V ~LI,J 1
(unhulled-unscarified) Toll Fescue OR .....................150 /bs/ac,
Millet OR Sudan .....................20 Ibs/ac,
**TEMPORARY - RESEED September 1 at the recommended rates A
4. Mulch with 3 in. straw opplied at the rate of 2 tons/acre and anchor with asphalt #4 @ 6' D .C, E.W, PRECAST CONCRETE ErW, A Cut Above The Rest
emulsion tack coat applied at the rate of 800 gallons/acre. SLAB
=I 43 SM OW RREPARAMV NOX& El . t. #4 @ 6' O.C, E.W. W Revisions:
CAREFULLY COMPACTED BACKFILL t, %y• '4' "r'",~i~.~' :!,'t {'"~~:r:?Y~~' Pi:,: •,'•-mM','t'"`.,+. ~.1. .7; .;;'t •'t•:;?'; I /F~
1. Surface water control measures to be installed accord/nq to plan. - 95% STANDARD PROCTOR DENSITY , ;::r••,:°~:•::?rr:'~ at,:;;. r: ?l. df::`;' J••`t''a.':; :1, ~'°';~.,~.s.` ~b?;,?: i`~;; ',k l•~ ;",:+`t.~J•. "r•;~r i ,r 8 8 U
Z Areas to be seeded shall be ripped and spread with available topsoil 3 inches deep. - e' 1 n' a Li..
Total seed bed prepared depth shall be 4 inches to 6 inches deep. OPENING
3. Loose rocks roots and other obstrucI tlons shall 9 be removed from the surface so that 29-1/16'
,1 V V COMPACTED GRANULAR MATERIAL they will not Interfere with establishment and maintenance of vegetation. 1 L a ~i MIN,
v 4. if NO soil test is taken, fertilizer and lime to be provided according to the seeding a~ a z < (1J H
speclfications above. In addition, rovlde 650 /6 - p /6s/ac. of super phosphate. ¢ < A
.i 1= - =1 I I=1 11=1 1= i I I`) I I III-I I ICI 5, If a soil test is taken, provide lime and fertilzer according to the soil test report and 35-5/ > 2 14 CARO
submit report to the design engineer. CLASS B MIN. 35-5/16' A W 15' OR 18' < MIN. q A ?
COMPACTED GRANULAR BEDDING 6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seed bed LOAD FACTOR L9 DIAMETER A W Z n/ F- Ile ®Q - ® 060"
preparation. _ q Q U MATERIAL USED FOR KEYWAY KEYWAY SEAL.
6' MIN, ' 44 AROUND COW? FAR SxAE4 FILLS AND OWN GRADED AREAS •r ,'};,5µ'e .`+:';~.T..;S.. .;~ti; CAN BE CONCRETE OR BRICK 0b- 0 W R BRICK 23530 %
••e..R:.'~s`• :'i:,;•'•+.~'. ~•rt •i;"~: "~i'+' a EX ;Y:i; ';ri :o'.i: !.;A,r'' ;4"y~•?` ;t:: ,i. 'ti;, •,.7;.:~"• "O ~®®NG! NEED ~
The angle for graded slopes and tills shall be no greater than the angle which can be CI3WACTU BACKFILL " ' t ~ ed be cover or other adequate erosion control devices or structures. Also 95X STANDARD PROCTOR DENSITY re a'n vegetative a }
_ A whenever a land-disturbin activity is undertaken on a tract c g g amprIsIng more than one (1) acre, A 001
if more than one acre is uncovered, a ground cover sufficient to restrain erosion must be - 3000 PSI CONCRETE a
planted or otherwise provided within thirty (15) working days on that portion of the tract upon _ FRONT V: which further active construction is not being undertaken, provided that this section shall not 11-1 11-1 I I-i I I I j i.~ T"-1 1i- FRONT VIEW SECTION SECTION A-A 8 8
I -11 apply to cleared /and forming the basin of the reservoir to be inundated. os D Either brick masonry or Clan Drawn By: CEM
Seeding should be done in accordance with the specs for that season of the year. CLASS C Concrete walls are - - - - or Class 'A' concrete Ma''t be used to construct catch basins, )KNOTS-. Y - - Checked By: JHD
to be 6' to be 6 thick & the floor 6 of 3000 PSI concrete, 24" RSCSP, AND UP VARIES a USE PIPE DIAMETER cum
Additional erosion control measures may be required depending on the actual field SHAPED BOTTOM Brick walls are to be 8' thicl conditions the following schedule and application rate. LOAD FACTOR L5 be 8 thick & the floor 6, of 3000 PSI concrete, PLUS 10" NOTE, TO BE USED ONLY FOR Scale: NONE
Steps required where depth re depth exceeds 4"-0', PIPES 36" OR LESS IN DIAMETER Date: 1-2-07
PIPE BEDDING DETAIL 8" OPE N l -11ROAT CATCH
File # 06-0614
BASIN DETAIL FLARE, D END SECTION AND
""YWAY DETAIL
SHEET NO.4

u.
/ f'~~.w ~
rr / l , ,
i
r ~ d ~ / <0~ ~l
i 1 r'" r~ ~ r ~ 0 ~ r ~ ~ ;
e'` r ~ ~ r r I ~ " F~
~0 i ~ . ~ - ~ ,r ~ i ; ,r l \ ,~7 / J Q
,.r f ~ ~ i ~ ~ l f' 6 '9 t
9 .A j .
,f 1, ~ ~ p l O a° ~ r~~ ~ E ~ u
r r' j ~ i ..r ~o f I ~I A. ~ ~ I " ~
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f' , ,s / f ~ , 9 ~ ~ 11
,f ~ j \.e P ~ f A
\ r ~ ~ ; j~ 0
~,Y r ~ . N 9 , / ~ t r .f , / ~ 1 . TT~~ N © N V1 ~ 00
,r` r V r r r ~ ~ ~ W ©z
. ` ~ / N i ~ 3 r
~ ` r- . I ~ ~ \ i.. • /
t t ~r i,~/ r,, i , ,t
I ,rr ~ ~ ,,r X . ~ ~ ~ r~ 1 ~ \ ~ -
r ...9 .J ~ ~ u
b r---~..~.. ~ .w..~, ~ i ~ ~ Q X " ~ / oo ~ , ~ ~ ' ~ ro i WQ
~ •V e - ~ , ~ u 4 E e ~ ~ ,
' ~ Q 0 ; • 6 / r ~ N ~
X i cP G~ r ~ ~ ~ . II
~ X ~ ~ ' . r'' ~ i x ~ ~ r ~ NOTE•
r 'f,. ~v, G' f
4 ~ 1 CP J V' _ ' ~ ~ _ ; ~ " U~ ` ----,EACH ANTIS TO BE MULCHED WITH PINE " i ,3 ~ M BARK MULCH 4 TH ~ W JLCH 4" THICK.
,r t _ _ r ~ 1 0 ,w ,w.~.....~. X 24 RADIUS AROUND THE TRUNK. ALL OTHER AREAS ARE • \ rte, e~ " ~ . ' / ~ STABILIZED WITH A 50% MIS OF CHEWING RED FESCUE AND REAS ARE TO BE W UE AND
ti ~ w. ~ ~ CREEPING RED FESCUE AT A RATE OF 100 LBS/ACRE ~ - ~ ,AND MULL . 6 AND MULCHED
r' d' w ~ a ~ - AND TACKED IN ACC R 'Y~ 0 DANCE WITH T HE SEEDING SPECIFICATI PECIFICATIONS.
6 . . ~i"' ~ ~ r COMIv10N NAME BOTANICAL ~ ~ r SYM NAME QUANTITY SIZE SPACING ROOT NOTE ROOT NOTE
~ ; p , . c : ~7 . ~ ~ ~ ~ r' THE S
,tee, IY ~ C f i µ
f l 2 ~ ~ _ w ~ M. ' FLOWERING CORNUS 7 7' HT. AS SHOW ` w. N B&B .MULL B&B MULTI-
CP ~ 2• , 'w U 7 ~ DOGWOOD FLORIDA STEM STEMMED
. , o ~ N tT, (3 M , i ` ~`~-...,.r ~ ~ .a\ NORTHERN RED QUERCUS 6 10' HT. AS SHOWN B&B IN. (3 MIN.) H B&B MIN. 2' ~*1
© N v~ _ ~ w \ ~ M ~`y'" ` OAK RUBRA {g CALIF CALIPER W
o ; . ~ f- -'c- .t.,s ~
~ 'ti w
- m._ ~ ' RED MAPLE ACER RUBR ' ~ UM 3 10 HT. AS SHOWN B&B MIN. B&B MIN. 2'
_.w _ _ fX` r . ...w / ~ ~ ~ CALIF CALIPER aay F1 U~"2
1... ~ .ti n A
r m.,. ....w ....w .w` ~ v~ .J µ x V... .,w M. ~ ~ RIVER BIRCH BETULA NIGRA 3 10 HT. AS SHOWN B&B MIN. B&B MIN. 2'
1 .M ~ r" ~ ~ ~ i CALIF CALIPER
~ 5HURBS & U DERSTOR
y ~1rJ .w ,r s 1 `1. w p 4 H
...w. ~„i sJ mom". .,m w..,. ~,i WAXMYRTLE MYRICA CERIFERA 10 5 GAL AS SHOWN CONT. 18 I \ AP ~ S LE ~ ~ ~ CONT. 18 HT.
~ _,\t ~ ~ `mac ` SWEET FERN COMPTONIA ~'`~o o io o ~ ao i so'~ 20 3 GAL AS SHOWN CONT. 18 CONT. 18" HT. ~ 0
{ ,f''. ' PEREGRINA ~ 4 .7 con
~ ~ ~ ' ~ i~ Z ` i , SOURWOOD OXYDENDRUM 4 5 GAL AS SHOWN CONT. 18 I CONT. 18" HT. W
~.N`• ! ` IN~§ FEET ~ ` I , ARBOREUM
• ca ee ~ , ~ 20 , 1 nc.'~ i't. ~ A,
^,.,ti r ti j ; EASTERN REDBU CERCIS 5 5 GAL AS SHOWN CONT. 18 I Ho~r -1 CONT. 18" HT H
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Survey Information Provided B Checked By: JHD By*
2658 &t',
LINEBERGER SURVEYING & MAPPI] y ( IN FEET) ! ..A.PPING Scale: 180'
1 inch SO ft. ? Date: 1-2-07
r 440 OLD NC HWY 277 LOOP RD
f f ' i DALLAS, NC 28034 File # 06-0614
/
704-922-3872 SHEET NO. 1