20061760 Ver 2_Site Plan_20070122

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BARE ROOTlCONTAINERIZED VEGETATION LIVE STAKES PERMANENT SEEDING SPECIFICATIONS
L General: 1. General: 1. General:
m
F ~ In order to establish vegetation in restoration areas, such as bankfull benches and Live stakes are to be installe slopes, bare root and containerized vegetation will be planted as shown on the plans or stream. The Planting Superv installed on exposed stream banks to bankfull elevation of the designed Permanent seeding will be used in combination with woody plantings on the up-sl Supervisor reserves the right to reject any "stages" that do not meet the side of the riparian areas and down to the bankfull elevation. Permanent seeding aria. The Contractor shall replace rejected word; at no additional cost to the occur in conjunction with temporary seeding where applicable. This mixture will ie up-slope
k.eding will
Q required in the Special Conditions. above mentioned criteria. T a ire will also be
N owner. used in any terrestrial (areas not inundated) riparian areas that have been disturbe construction; designated as wetland and/or riparian enhancement; or as directed b Planting Supervisor. isturbed by
o 2. Materials:
acted by
2. Materials:
Initial vegetation material will be provided by the contractor. The contractor is
responsible far correctly- installing and maintaining vegetation material. • Live stakes are to be dor commercial supplier. ~e dormant (cut fall or winter) and gathered locailly or purchased from 2. Materials:
;r.
Vegetation material will consist of bare root trees and/or shrubs and containerized trees • Stakes must be freshly cut hly cut with side branches removed, but with b~~rk intact (ensure that the A riparian seed mix at the rate of/a lb per 1,000 sq ft or l O lbs per acre shall be us during the cutting, preparation, or installation of the stake). seeding. The table labeled "riparian seed mix" lists an herbaceous, permanent see ,ollected using a saw (not an ax). mixture. ill be used for
and/or shrubs. Container material will be in quart, gallon, and three-gallon plastic bark is not stripped during ent seed
containers. • Cuttings are to be collecte 3. Preparation: 3. Preparation:
3. Preparation:
Planting should take place in late winter /early spring.. Immediately following • One end must be cut at an delivery to the project site, all plants with bare roots, if not promptly planted, shall be for tamping. rt at an angle for insertion into the soil and the other end must be cut square On sites where equipment can be operated safely, the seedbed shall be adequately
juately
loosened. Disking may be needed in areas where soil is compacted. Steep banks apt fresh and moist prior to installation. require roughening, either by hand scarifying or by equipment, depending on site banks my
heeled-in in constantly moist soil or sawdust in a manner consistent with generally • Cuttings must be kept fres accepted horticultural practices. • Cuttings must be prepared
:)n site
~epared from 0.5 to 2-inch diameter stock and a,~proximately 2 to 3 feet in conditions. Planting Supervisor will determine condition needs onsite. If seeding -eeding is done
length. immediately following construction, seedbed preparation may not be required exc compacted, polished or freshly cut areas. If permanent seeding is performed in
red except on
While plants with bare roots are being transported to and from heeling-in beds, or are hd in
being distributed in planting beds, or are awaiting planting after distribution, the 4. Installation: conjunction with temporary seeding, seedbed preparation only needs to be execute executed once.
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Planting Supervisor and appropriate to weather • Install stakes the same day me day they are prepared. 4. Installation:
7 nearest to the stream and work up the bank/flc?odplain.
conditions and the length of time the roots will remain out of the ground. • Start the installation neare • Cuttings must be installed 4. Installation: • Cuttings should be tamped
stalled right side up with the buds pointing upward. This mixture shall be planted in late fall in combination with woody plant installat tamped into the ground at right angles to the slope and angled downstream. and when practicable, with the temporary seeding. Seeding should be done evenl red into the ground for approximately 4/5 of their length. over the area using a mechanical or hand seeder. A drag should be used to cover nnstallations
.e evenly
• They are to be tamped into cover
Soil in the area of shrub and tree plantings shall be loosened to a depth of at least 5 • Cuttings that split or beco inches. • Stakes should be installed natural effect in the re-veg Bare root vegetation may be planted in a hole made by a mattock, dibble, planting bar, ?r become "mushroomed" must be replaced. the seed with no more than %z inch of soils. Where a drag cannot safely be utilize stalled in a random configuration to prevent gullies and promote a more the seed should be covered by hand raking.
utilized,
re-vegetated area
or other means approved by Planting Supervisor. Rootstock shall be planted in a SHRUB AND TREE TRANSPLAl vertical position with the root collar approximately %2 inch below the soil surface. The L General: SPLANTS
planting trench or hole shall be deep and wide enough to hermit the roots to spread out
and down without J-rooting. The plant stem shall remain upright. Existing site vegetation may ~n may be used to augment plantings. Transplants may only be taken from
disturbed areas.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub
or tree firmly to eliminate air pockets. - 2. Materials:
Vegetation to be transplante than 3 inches in diameter sh areas, and other sites that wil >planted will be identified by the Planting Supervisor. Shrub and trees less
eter shall be salvaged onsite in areas designated) for construction, access
that will necessarily be disturbed.
3. Preparation:
Transplanted vegetation shal remaining intact. Care shall 4. Installation: on shall carefully be excavated with root balls <<nd surrounding soil
~e shall be given not to rip limbs or bark from the shrub and tree transplants.
Vegetation should be transpl shall be carefully transported transplanted immediately, if possible. Otherwise, transplanted vegetation
.sported to designated stockpile areas and heeled-in in constantly moist soil
n,,..>,a,,.., ,,,.,.,,w,,.~.,,. , ~,,.t.~,. ,..,,.~r,.,..,~..,.,.~....,.,.,. ~,.,,,,,.w~y ..,.wa;,.;,.r,. Tl.,. ,.,.15,7:+.,
V1 ;3aVVUU3L in an iGLtr4vwptaUIG u N?avic uiauuci appivj)naLV,_ w wcaiiiGi vi ~cwPvuai wuuiLiviiZ!). laic -,5v11u1Ly
o the plants shall be care u, carefully preserved.
Installation o shrub an tree end tree transplants shall be located in designated areas along the stream
a above a u e eva io elevation or in floodplain restoration areas as directed by Planting
Supervisor. In areas o comp )f compacted soils, the soil in the area of vegetation transplants shall be
loosened to a depth o a leaswere originally growing. e Fat least 1 foot. Transplants shall be replanted to the same depth as they
ng. The planting trench or hole shall be deep and wide enough to permit
the roots to spread out an c t and down without J-rooting. The plant stem shall remain upright.
01 shall be replaced around around the transplanted vegetation and tamped around the shrub or tree
firmly to eliminate air pocket r pockets.
CD
Spacing o vegetation trans N i transplants will be determined onsite by the Planting Supervisor.
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PREPARED IN THE OFFICE OF: v CLIENT: DATE: PROJECT:
m L HORIZONTAL SCALES STRICKEF
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4-1 Ul 71 Kimley-Horn MID-ATLANTIC 01-03-07 and Associates, Inc. MITIGATION, LLC VERTICAL SCALE: KER BRANCH
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Q RESTORATION
03 RE No,: REVISION: DRAWN BY; CHECKED BY; SUITE 300, 4551 CHARLOTTE PA N oa This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NORTH CAROLINA 28217 ILOTTE PARK DRIVE, CHARLOTTE, TI TAE: DRAWN BF STREAM RE
© and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by / PHONE= [phone] !17 VEGETATION NOTES DESIGNED BY:
Kimley-Horn and Associates, Inc, shall be without Ilobiiity to Kimiey-Horn and Associates, Inc, FAX [phone] WW ATTACHED REFERENCE FILES: JOB NUMB CHECKED BY: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 %AAA, 101828 018285002 v2 X

General Notes:
Temporary planting will occur immediately after construction to stabilize areas of bare soil.
Permanent plantings and seedings shall begin in season optimally between February 15 and
Riparian Seed Mix
April 15. However, the planting supervisor shall have final say when to begin planting. Zane 1- Zane 2 - Zane 3 - Zone 4 -
Ge Prior to permanent plantings and seedings, the site soils shall be prepared for planting. Where Acer GenuS Specle5 . , Bank Riparian Transitional Upland SC~ent~f~c Name Common Name a/a ala
Ganopy
L.eersia or oides ' Rice Cut Grass 5 ACer negundo Rc Rc 5
needed the soils should be plowed or ripped to improve compacted soils and eliminate Acer Ater Z~P~RC Juncos effusus Soft rubrum Rush 10 10
channelized flow from non-target areas. Soils shall be amended to facilitate vigorous plant eetula Befula nigra Rc;eR;ae Panicum eland ' estrum Deerton ue 20 20
Gelti5 laevigata BR sR
growth. Exotic and invasive plants shall be treated and removed inside the easement. F a~X',~ unode The site shall be planted by the zones depicted in the Planting Zone Typicals and Riparian Lipuida Nyssa Panicum vlr atom Switch r ass 50 Fraxinus pennsylvanica Rc;sR Rc;eR;ag 50
Vernonia noveboracensis Ironweed 5 linodendron tulaplfera Rc;eR;ee Rc;aR;Be 5
Li i r RC Rc Nelianthus an usfiifolius Swam Sunflower u damba st rac~flua 5 q y 5
Nyssa sylvatica ~R;~~ Eu afiorium fisfiulosum Joe P e Weed 5 5
Planting Plan sheets with species listed in the accompanying Planting Table. The contractor Platanu PI n i Rc~ae R:c~ae afa us ace denfalis
shall use methods outlined in the Vegetation Installation Notes and Details . Quer~U Quercu Quercu Planting Zone Descriptions Quercu saGX uercus michauxii 9R eR Q
Quercus nigra BR
Quercus phellos sR;se 8R;B8
Quercus shumardii 69
Salix nigra ~s csa~~ RC
Understary
Zone 1 -Stream Bank AMus Alnus s rrul Rc;cN e ata
The stream channel zone includes the stream channel from base flow to bankfull. The zone Cepha/ features the stee bank slo es 3:1-7:1 of the zones and hi hest saturation levels. This comUs Gephalanfhus accidentalis ~s~TO4~ Rc;sR Rc;eR
Comus amomum ~.stz~~ aR
p p ~ ~ g ~indera Linden benzain Re;cr~
environment dictates the planting of fast-growing, obligate pioneer species to provide stability sarX Salix sericea ~s c25~~
to areas at or below bankfull. samaU LS -Live Sambucus canadensis ~.sc~°~
LS -Live Stake BR -Bare Raafi CN - Cantainer~ BB -Balled and Burla ~ RC -Recruitment • ~ ~ 1 Seedln mixture
Zone 2 - Riparian/Bankfull Bench
The stream bank zone includes the area from the top of bank outward away from the stream to S ecies p Rate Ib acre e~
_ 50
the toe of slope of the transitional zone. It is an area exposed to regular stream flows and P-~Primar , S-Secondar Y Y R e Secal e e c reale 30~ Y
frequent soil deposition. The most stressed areas are located on the outside bends of meanders. Brownto Millet Panicum ramosum 7 ~ 00 P
The banks will be planted with fast-growing, deep-rooted canopy and understory species that
Sail amendments
will provide biostabilization and shading to the stream. A i soil amendemnfis accardin to the pp fallowln table. Y 9 g
Zone 3 -Transitional
{ Amendment Addition ibs/acre
The transitional zone extends from the edge of the riparian zone to the upland at a 3:1 slope. Region
This area will be planted with a rnix of canopy and understory species. Lime N P O K 0 2 5 2
Areas of Cut 0 90 80 60
Non-Cut Areas 0 90 60 30
Zone 4 -Upland Mulch
The upland zone extends from the edge of the transitional zone to the edge of the conservation A 1 4 000 Ib acre straw. Anchor straw b i > tackln w th as halt ne
PP Y y , 9 P ar a mulch ancharin tool. A disk with blades set ne rl " >halt, netting,
easement. This area will provide a transition between the stream restoration project and the a stral ht cap g y used as a mulch anchorin tool" night can be
surrounding areas
Maintenance
Referfiilize if rowth is not full ade u
Planting List Reference ate. Reseed refertlllze and mul 9 Y q 'Immediafiel followin erasion or other and mulch
lama e" Y ~ 9
Hall, Karen. 2001. North Carolina Stream Restoration Institute NCSU, "Recommended Native
Plant Species for Stream Restoration in North Carolina." Note: Ground cover shall be estab 'sh II ed on ex osed slo es P P
Smith, Cherri L. et al., 2004, North Carolina Department of Environmental and Natural within 21 warkin da s followin com let' ' Ion of an hale of radln . g Y 9 P P Y 9 ~ ing.
Resources -Ecosystem Enhancement Program, "Guidelines for Riparian Buffer
Restoration." Plant S acin and Distribution p g
Zone S acin # er 1 p g ,OpO s .feet p q t
1 1.5 2 250 440
2 ~ 10 10 25
3 6 12 7 25
~ ZONE , ZONE 4 6 8 15 25 ZONE ZONE ZONE ZONE ZONE
i- 4 I 3 ~ I ~ I ~ ~ 2 1 2 I 3 4
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SECTION VIEW
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE ORICE OP CLIENT: DATE: PROJECT:
Kimley-Horn MID-ATLANTIC °'c 03pL°E STRICKER B and Associates, Inc. MITIGATION, LLC
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RE No.: REVISION: DRAWN BY: CHECKED BY: SWE =r CHMLOTM P C TITLE: BY: STREAM RESTI M P MK CHNLOTM, BF ESTORATION
This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose NC*" CAMUNA 2e2
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by - pH• 704) Kimley Horn and Associates, Inc. shah be without liability to Kimley--Horn and Associates, Inc. =-SO FAX M-OW VEGETATION NOTES ~Eww ATTACHED REFERENCE FILES: X
Copyright Kimley-Horn and Associates, Inc., 2006 CHECKED BY- 018285002 z85oo~ ~EE~NUMBER:

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VERTICAL SCALE: :R BRANCH
U7 and (V and Associates, Inc. MITIGATION, LLC = 40~ 1" - 4$
Q Q STREAM RES TITLE: POND GRADING DRAWN BY: ESTORATION
00 U RE No.: REVISION: C114 DRAWN BY: CHECKED BY: SUfTE Mf 4M CHA:LOTM PARK a, This document, together with the concepts and designs resented herein as an instrument of service is intended only for the specific TTE PAF~C DRIVE, t~iAFCOTTE, BF DESIGNED BY:
p purpose NORTH CAFMNA 2829 0 and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
a- FAX (704) M-OW CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER:
Copyright and Associates, inc. shall be without liability to Kimley-Horn and Associates, Inc. [phone] FA Copyright Kimley-Horn and Associates, Inc., 2006 w 018285002 3285~~2 SHEET ~MeEa. X
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r M F1 and N O and Associates, Inc. MITIGATION, LLC ~a,°~==°°' STRICKER B
O ')f TITLE: DRAWN STREAM RES ~P,~~ PLAN AND PROFILE Ba ESTORATION
00 JRENo.: REVISION: DRAWN BY: CHECKED BY: SUITE 300r 4G51 C'1 PAW N oo This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NCI CA UNIA 28W
O and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimi --H rn an 5 F~
ey o and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. a. FAX (704) M-OW STA 125+50 TO STA 12+77n73 SI~EWa ^°~~°AEFERE°F~~= ~„°MaFA ~.EW~ '0i 828502
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00 00 RE No.: REVISION: DRAWN BY: CHECKED BY; MM My 4M CHAM.OTM PAW N 00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NORTH CAROuM 282V DESIGNED BY:
0 ' and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
Kimle -H rn i? (704) i""J Fla y o and Associates, Inc. shall be without liability to Klmley-Morn and Associates, Inc. a, FAX (704) M_OW STA 112+50 TO STA 125+50 CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: IUMBER: SHEET NUMBER:
Copyright Klmley-Horn and Associates, Inc., 2006 018285002 3285002 P2 OF x
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d tJ STREAM RES TITLE: PLAN AND PROFILE DRAWN BY: ESTORATION
ado REV No.: REVISION: DRAWN BY: CHECKED BY: 3ME 300, 4M CHARLOTTE PAW TTE PARK DRIVE, CHARLOTTE, BF DESIGNED BY:
00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NORTH CAROLM 28W and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by
PHONE= [phone] FA Kimley-Horn and Associates, Inc. shah be without liability to Kimley-Horn and Associates, Inc. a FAX (704) W3-OW STA100+00 TO STA 112+50 ~ ATTACHED REFERENCE FILES: JOB NUMBER: CHECKED BY. VUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 yyyy 018285002 3285002 Fri of X
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t~ VEGETATII ~ AND SPEI VEGETATION NOTES AND SPECIFICATIONS A
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SEED AND MULCH PER . NEW VE ETA B G TION NOTES
CHANNEL AND SPECIFICATIONS
PLACE STRAW MULCH V MULCH COIR FIBER MATTING INSTALLEp PER
UNDER COIR FIBER MATTING WITH TEMPORARY AND FIBER MATTING MANUFACTURER'S 5PEC1FiCATIONS WITH ARY AND UVE STAKING, PERMANENT AND
PERMANENT SEEDING SEEDING TEMPORARY SEEDING PE:R PLANS AND
SPECIFICATIONS. (TYPICAL. BOTH SIDES)
NATURAL CHANNEL BOTTOM (NO MATTING)
NTS
FLARED END SECTION OR END WALL i E F C G
COIR FBER MATTING INSTALLED PER STALLED PER
MANUFACTURER'S SPECIFICATIONS WITt LIVE STAKING, PERMANENT AND IFTCATIONS WITH iv
TEMPORARY SEEDING PER PLANS AND iNT AND ~ ' ER PLANS AND a
5PEGIFiGATIONS, (TYP{CAL BOTH SIDES AL BOTH SIDES) p
1`-8" 18" INTERMEDIATE Ili" - 12") RIP RAP SEED AND MULCH ONLY RAP
NO COIR F19ER MATTING
POOL 6" GRAVEL ON FILTER FABRIC
RIFFLE r,,,~->
RIFFLE NOTE;
1. THIS DETAIL IS TO ONLY BE USED WHEN
OUTFALL. HAS A CONTINUOUS FLOW OF WATER. PIPE SIZE A B C D E F G Wf. RIP RAP IN TO
i5" 1 O" 7' 1 1 2' 1' 1 4 1 2' 3' 6 POOL 18 32 8 2 i 1 5 4 8
" 1 I 1 1 7 / 1 " ,w".~-"' RIFF'I.E 21 15 9 21 2 12 1 7 41 2 12
POOL 24 17 14 2 1 f 2 i/~2 1 8 5 1/2 15 POOL ~1`-3? 3O" 20 13 3' ' 2 2 9 6 22
RIFFLE 36" 24' 18` 31 2' 2' 2' 91 2' 33
NOT TO SCALE
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1. A STA8IUZED ENTRANCE PAD OF ~5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE • • • • • • • • WASHED STONE ~ t) ~ (t0 and
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PU6UC STREET. ° • • • ' ' l • 2. FILTER FA6RIC OR COMPACTED CRUSH AND RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. r • e r • • w.~._.,,_.~.._. • • • • j • a r •
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLAWING OF SEDIMENT ~~x~>x~:c ~r,~., ? • • • • ? • '(Barn-126nm) w , w w w • w • q, ,
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL K~r}kh:s41'ir•1~i 'tth '~ti '"'+`a.,~„~ v::a~cLt~us: STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT qF ANY MEASURES USED TO TRAP SEDIMENT. • aY;~;at:wxa s 1.1'~i
''k , nlsi:t . V t~5 ~f }}fit. ~S {~ti4 4. ANY S IM T S DR H R TR CKED N 0 PUBLIC STREE M BE tk',~ra ~?Y~: ~ ti . a ED EN PILLED, aPPEO, WAS ED, q A 0 T TS UST REMOVED IMMEDIATELY. ,~,~5 y '~p¢ {tdt~YA''61~. w"w"wwwwwwrwwwwwi ~ " t~,; ~,a <U' 'CIF..
ti~x 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WMEN a 'r".s~s":~'t';~. ~kk~'~kti:l1:.'~r^.i .tSK..: d. "C.,ti .G. S.n ,.e....a._w. wwwewa w"www - Aw,. \ ~ 1 ~ ~ ~.c.: '7~.i~ ~ .
WASHING I5 REQUIRED, IT SHALL BE DONE iN AN AREA STABlUZED WITH CRUSHED STONE WMiGH DRAINS INTO AN t'° :uYt . .:+.~~~;~+~h'~= APPROVED SEDIMENT BASIN SEE STD. NO, 30,116. T~~~~"~:u~T:~,:~~~t~• . }~;~~;,y}yl ~ . t;, r - r .ti1~htSfi'rs~~~httitii?}~ti o • • w • rs ~ ' 3 }"..vY.~akti2t~??}ii7ykhYNi:t • w • • • S;, ~ ' ~ 'i"t., r ~ r.,
6. MAINTENANCE REQUIREMENTS PER SECTION 6.08 OF NCDENR S EROSION AND SEDIMENT CONTROL PLANNING t. PREPARE SOIL BEFORE fNSFAWNG BLANKELSr INCLUDING ANY NECESSARY AT 4 .d ' ~ „1 ~ r ~ lr , 11f NECESSARY A1sPLJCATION OF UME, FERTILJZER, AND SEED. NOTE; STREAM BANK ~ ~ ti.1r , , " ~ r' ~ , s,
AND DESIGN MANUAL. WHEN USING CELL-O-SEED 00 NOT SEED PREPAREp AREA. cEU.-a-SEED 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 8" CT:U.-O-SEED MUSE BE INSTALLJ:D WIiN PAPER SIDE DOWN. , f~ ` , ~i ~ s "y A 15cm) DEEP X 8 t dcm WIDE TRENCH ~ , , ~ : ~ , , 3~-'
WILH APPROXIMATELY 12" 30cm OF BLANKET EXTENDED BEYOND THE UP- BIANKET WITH A ROW OF AP /SLAKES APPROXIMATELY 12" (30cm APA 1kYONfl THE UP-5 OPE PORTION OF THE TT~ENCH. HO ~ t*,_., 12" 30cm APART IN THE BOTTOM OF THE TRENCH BACKFlUE ,t,f ~ ~ " WASHED STONE
1 ' MI , AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMP PUBLIC STREET OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BIANKEL O1 SPACED APPROXIMATELY 12 (3tkm) APART ACROSS THE WIDTH OF THE BU TO COMP SOIL 0 NIN m ' vYM1j ~ AND F LD REMAI G 12 (3Oc) PORTION TURF BLANKET OVER COMPACTED 501E WITH A RO OF STAPLES/STAKES LOTH OF THE BLANKET. ,
3. ROLL CENTER BLANKEt IN DIRECTION OF WATER FLOW IN BOTTOM OF GHANt' AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED r' -l OTTOM OF CHANNEL. BLANKETS WILL UNROLL WIThI APPROPRIATE SIDE
.~tS-! ~l~;s ~..rj~3~~'~r'f'tfr'~ ~j~~~4`'tj~~IT~'`I?,~r:. EXISTING GROUND r ~ ~ x S . IN APPROPRIATE LOCATIONS A5 SHOWN IN THE STAPLE PATTERN GUIDE. WH ~ ~ ~ ' «^"I~,:s. SHOULD BE PLACED THROUGW EACH OF THE COLORED POTS CORRESPONDIN URELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES TERN GUIDE. WHEN U51NG OPTIONAL DOT SYSTEM'", ST LES STAKES ' z 5 RR P DI T P / TOP BANK CO ES ON NG 0 THE AP ROPRWT£ STAPLE PATTERN. ~ rOP BANK
. (~ib^~,;~d:~~,,F SOIL STABIUZATlON FABRIC " N ~ 4. PLACE CONSECULNE BLANKETS END OVER END SHINGLE STYt,E) Wfi'H A 4 ~r~:,,r~,,~~ u D WASHED sTDNE " STAPLES STAGGERED 4 (tOcm) APART AND 4 1Ocm} ON CENTER TO SEC C1rt.E) WITH A 4 -8 (1Own-15cm) OVERLAP. USE A DOUBLE ROW OF ~';~`°rj.~'",,~~,.~~-?=~~ ,~-C~,~~ CENTER TO SECURE BLANKETS. CLASS B
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHt 12" (3Ocm} APART IN A 8" (15cm) DEEP X B" (15cm) WIDE TRENCH. BAR MUST BE ANCHORED WITFt A ROW OF STAPLES/STAKES APPRO%IMATELY f° .'1.f" I' RIP RAP DE TRENCH. BACKFlLL AN6 COMPACT THE TRENCH AFTER STAPLING.
1 'MIN. B. ADJACENT BUWKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" Sam-12 TO ENSURE PROPER SEAM AUOh~AENT, PLACE THE EDGE OF THE 0 LAPPII THE O 5eLmAPPNC~ (DEPENDING ON BLANKET TYP AND STAPLED. B~KET BLANKET BEING NSTA~O ON TOP EVEN
F- WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. CLA! CLASS B
n•~ ,~,,;~~r~s~:~fi~ '""r"","`° ??°~~s~'~~-~cSf'"' W 7» 1N HIGH FLOW CHANNEL APPLICATIONS. A STAPLE CHECK SLOT IS RECOMMEP ~ ` A DOUBLE ROW OF SLAPLFS STAGGERED 4 (10arn) APART AND 4 (10cm) d7T IS RECOMMENflEO AT 3D TO 40 FOOT (9m-12m) INTERVALS. U5E RIP AND 4" (10cm) ON CENTER OVER ENTIRE WWIDTH O THE CHANNEL ~ RIP RAP
` ` ~ ' ~ 8. THE TERMI ~ ~ NAL END OF THE" BUNKETS MUST BE ANCHORED WILH A ROW OF ~ ~ ~ I ~ 1N A 6" (15am} DEEP X 8 (15cm) WIDE TRENCH. BACKFILL AND GOMPAG WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" (30cm) APART ILL AND COMPACT THE TR CH AFTER STAPiJNG.
~ ~ A v. ~ B N0 ~ ' ,a..... m ~ /`C ~i,~~ CRfLtCAL POINTS * F NOTE: i ~ ! ~ * HORIZONTAL STA*LE SMCING SHOULD pE A1,TERED ~
A. OVERLAPS AND SEAMS CF IF NECESSARY TO ALLOW STAPLES TO SECURE THE IS Is CRITICAL POINTS ALONG THE CHANNEL SURFACE. JNE
j S. PROJECTED WATER UNE M...a ; u a, C. CHANNEL BOTTOM /SIDE A SLOPE VERTICES OR IDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S" f15 cm) MAY
B C BE BE NECESSARY TO PROPERLY ANCHOR E B KETS. SIZE PIPE (FOR 2 YEAR DESIGN STORM) noaM,
NT5 INSTALLA11ON GUIDE FOR EROSIC
NTS NTS NTS
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PRELIMINARY
NOT FOR CONSTRUCTION
U CLIENT: DATE:
PREPARED IN THE OFFICE OF; 0 s. M Kirr PROJECT:
N MID-ATLANTIC 01-03-07 Kimley-Horn HORIZONTAL SCALE: STRICKER B
U :R BRANCH
(n C: F1 and and Associates, Inc MITIGATION, LLC VERTICAL SCALE: o
N O 0
` a0 RE No.: REVISION: DRAWN BY: CHECKED BY: SWE 3a0 4651 CHM LOTH PARK TITLE: DRAWN BY: STREAM RESI IrM PARK DFM CIHARL.C?TTE BF ESTORATION
N co This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose N MI-i CAROLMA 2829 DESIGNED BY: "LO)ETAILS FAX (704) M-OW ww ATTACHED REFERENCE FILES: JOB NUMBER:
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by PI-IC)NE= [phone] FA X NUMBER: 8285002 sxa6CNUMBER:
d: Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2006 CHECKED BY; 018285002
ww
---._._v - - - -

N ° UNCOMPACTED
o BACKF~LL
NEW STREAMBANK BACKFILL
AS PECI I DEINRPLANS 5'(1.5m) 0 3m 1.5'(0.46m) 12" MIN.
Fl ~ ` ~o~ ~~1~// Mm. ~ ' ~ (3.Om) FINISH GRADE
m ~ P / EXTEND CHANNEL BLOCK
o a. ~ MIN. OF 1' BEYOND INVERT FLOW ~ p
OF EXISTING CHANNEL o~n o°n `:`:::`:;ii:;.s>;:r; o ~ - ~ Gam- 00~$' oOQ2S '~:`:):::tE;;~:`r:t;'.:',_:i;W
N CH N AN EL
INVERT ~o 0 0
0 0 0 o ° p O p O SEE CROSS SECTION INSTALL EROSION CONTROL
TCOMPACTEDCOMPACTED MATTING (COIR FIBER MATTING)
o ~ BACKFILL BACKFiLL i PER MATTING DETAIL AND/OR
3' MIN. MANUFACTURES
15' MIN. MIN 1.0' (0.3 m~ PLAIN RIP-RAP LENGTH DEPTH No. 5 CLASS "I" i' RECOMMENDATIONS. PLACE
STONE ~ TEMPORARY & PERMANENT SEED
UNDER MATTING PER EROSION 1' MIN. CONTROL DETAILS.
SECTION A-A FILL VOIDS WITH NCDOT
CLASS B RIP RAP
NATURAL CHANNEL `-24" MIN. RIP RAP
MATERIAL
~e BACKFILL
EXISTING P
CHANNEL
BOULDER TOE PROTECTION DETAIL
NOT TO SCALE
EXTEND CHANNEL BLOCK
MIN. OF _3'_ BEYOND IiMITS OF EXISTING CHANNEL PLAN VIE W
BURIED LOG
UNCOMPACTED -
BACKF{LL
'>sf%.
'i i' ..3 . COVER UPSTREAM FACE
COMPACTED i~~ OF STRUCTURE WITH
BACKFILL ~ FILTER FABRIC
it
6 -8'
NOTES: BACKFILL BEHIND
' ~ FABRIC WITH CLASS
SECTION B-B 1 CPROJECT SPECIFICAIAIONSE INSTALLED IN ACCORDANCE WITH THE OR B RIP-RAP
2. BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING CHANNEL AND PROPOSED CHANNEL.
3. BOTTOM OF BLOCK SHOULD BE A MINIMUM OF t' BELOW THE INVERT ~ VEGETATION
OF THE EXISTING CHANNEL. ~ ~ (AS DIRECTED)
4. BLOCK SHOULD EXTEND A MINIMUM OF 3' BEYOND THE LIMITS OF THE EXISTING STREAM CHANNEL.
5. INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
C H A N N E ~ B L 0 C K THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING. ~ BOULDER
NOT TO SCALE 6. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF THE ENGINEER. (30" MIN.)
G~
FLOOD PLAIN TOP OF BANK
COIR FIBER MATTING
BED
ROOT WAD BANKFULL STAGE
0.5' BERM PLAN VIEW
BOULDERS
BOULDERS T
R00T WAD TO BE INSTALLED AT A
DOWNWARD ANGLE VEGETATION
INTO THE STREAM TRANSPLANTS BOULDER (AS DIRECTED)
BANK (30" MIN.)
ROOT WAD FOOTER BOULDERS _ - LONG,
PLAN VIEW ~ DIAMETER FLOODPLAIN
i BANKFULL I.! ~
DRIVE POINT METHOD ~I~,~I-III=_ ~,.II_ I'~-
SECTION A-A
` BURIED LOG
oN TES: ~ ~ i~ --Iii- i ~ tii-~=_~
~J `G ORIENT ROOT WADS SO THAT THE STREAM FLOW MEETS THE ROOT WAD
~ STRAIGHT ON, DEFLECTING THE WATER AWAY FROM THE BANK.
T i III ! EXPOSED LOG (1/2 OF CHANNEL WIDTH MAX.)
METHODS OF INSTALLATION:
P DRIVE POINT METHOD:
BED BOULDERS - BURIED SLOG
SHARPEN THE END OF THE LOG BEFORE "DRIVING" AT A DOWNWARD ANGLE INTO THE BANK. BOULDER SHOULD BE PLACED ON EACH SIDE
ROOT WAD OF THE ROOT WAD TO PIN IT IN PLACE. THE BOULDERS SHALL BE
APPROXIMATELY . X . X ONE-THIRD OF THE ROOT
WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
p. TRENCHING METHOD:
SECTION VIEW
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE BANK NEEDS
TO BE RECONSTRUCTED, THE TRENCHING METHOD SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH BE EXCAVATED FOR THE LOG PORTION
OF THE ROOT WAD. IN THIS CASE, FOOTER BOUDERS SHOULD BE INSTALLED
UNDERNEATH THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE LOG DIAMETER 15"+
BANK AND WELL BELOW THE STREAM BED. BOULDERS SHOULD BE PLACED ON EACH SIDE OF THE ROOTWAD TO PIN IT IN PLACE. THE BOULDERS
3 SHOULD BE APPROXIMATELY X X ONE-THIRD OF THE ROOT
PLAN VIEW WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS. J Q
o TRENCHING METHOD LOG VANE STRUCTURE NOT TO SCALE
PRELIMINARY
ROOT WAD DETAIL
o NOT TO SCALE i NOT FOR CONSTRUCTION
r V
C PREPARED IN 7HE OFFICE M- CLIENT: DATE: PROJECT:
M Kimley-Horn MIDmATLANTIC °,c °'pL° ALE: STRICKER B
~ Kim
y ~ and and Associates, Inc. MITIGATION, LLC '.R BRANCH
N O
O TITLE: DRAWN BY: STREAM REST ESTORATION
N RE No.: REVISION: DRAWN BY. CHECKED BY. W(~ 3W, 4M (~iHARLOTTE PARK F1 00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NORTH CARQLM 2$29 P CHMLOIM, DETAILS ATTACHED REFERENC7 FILES: JOB NUMBER: M-OW 018285002
and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by PHONE: (704) F a Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
X
Copyright Kimley-Horn and Associates, Inc., 2006 ~za5oaz =HE6BNUMBER:

N O
C O
d
T
m HEADER ROCK ,TYP. SET HEADER ROCK BACK
-o HEADER ROCK> TYP. SEE PROFILE FOR A MINIMUM OF 1/3 WIDTH
" SET HEADER ROCK BACK 1/3 SEE PROFILE FOR ELEVATION 1J3 1/3 1/3 ~~~W ELEVA110N OF THE FOOTER ROCK
WIDTH OF FOOTER ROCK BANKFULL MAX. STEP FLOW BANKFULL BANKFULL BANKFULL
o DEPTH 0.75' WIDTH WIDTH WIDTH ~~j`~/-~7%~y1/~/i~l/~\//~\//~ ~
N BED -
o ED e
T BACKFILL, TYP. BED A BACKFILL, TYP.
FILTER OOL DEPTH, W/ CLASS B & A ~ p~ 20' TO ~ CLASS A, B, `'EXCAVATED POOL
FABRIC SEE PROFILE RIP RAP ~ W/ CLASS A 57 STONE OR CLASS A FOOTER ROCK, TYP. 30' ~ AND 57 STONE Z ~ ~ Z # 2' MINIMUM FOOTER ROCK, TYP.
ROCK IN VANE ARM SHOULD 2' MIN. OR # 57 STONE a m ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY (TYP.) ON 70P SIGNIFICANT SPACES EXCAVATED m NOT BE GAPPED OR HAVE ANY
~ I CLASS A, B, FORAROCKDCRO SC VANE SIGNIFICANT SPACES
(S E~'PRO ILE) SECTION A-A FLOW AND #57 STOVE FILTER FABRIC, NP. CONSTRUCTION
SEE BOULDER TOE PROTECTION DETAIL Q ~ FILTER FABRIC SECTION A-A
ROCK A-VANE
(SEE DETAIL) i
POOL ~ ~ r~~ TIE VANE ARM INTO
HEADEF; BANKFULL BANKFULL ELEVATION
ROCK HEADER
A A POOL EXCAVATED PER ROCKS
OOL OOL OOL FLOW e ROCKER A DIRECTION OF ENGINEER FLOW 4q, Tp 7% SLOPE i
KEY IN VANE TO BANK i:` MINIMUM OF 4' AT AN BACKFILL,
HEADER NOTES: ROCK 1. STEPS TO BE SHORT, FREQUENT, AND ELEVATION EQUAL TO TYP. i
CLOSELY SPACED. T, AND BANKFULL OR SLIGHTLY FOOTER BED
FOOTER 2. POOL DEPTHS AT BANKFULL ELEVATION LOWER PLAN VIEW CLASS A, B, FILTER FABRIC ROCKS EVATION AND #57 STONE 2' MIN. ROCKS IN VANE ARM SHOULD
ROCK SHALL BE TYPICALLY 2 TO 3 TIMES TIMES NOT BE GAPPED OR HAVE ANY i i
DEEPER THAN STEP DEPTHS AT T SIGNIFICANT SPACES Y i
PLAN VIEW BANKFULL ELEVATION. BOULDER DIMENSIONS (FEET) BOULDERS HEIGHT LENGTH WIDTH SECTION B - B i
OTE: ..f 3. ADEQUATE NUMBER OF FOOTER BOULDE SEE ROCK A-VANE TO BE USED IN ORDER TO HOLD UP TH DETAIL FOR SPECIFICS STEP P 00 L DETAIL H GH NERGY/HIGHDF~OW EVENTS. RING _D UP THE
DURING 2~ 2~ 3'
~T~• NOTES:
NOT TO SCALE 4. STEP POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. 2 TO 3 1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS S
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
ROCK CROSS \/ANE DETAIL 4 D~R CTI~ NBOFKTHE ENGI EER.NT POSSIBLE OR AT THE i
5. P00~ DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. i i
NOT TO SCALE
HEADER ROCK ,TYP. SET HEADER ROCK BACK SEE PROFILE FOR A MINIMUM OF t/3 WIDTH
i
1/3 1/3 1/3 FLOW ELEVATION OF THE FOOTER ROCK BANKFULL BANKFULL BANKFULL 4 -8 -4»_8..
WIDTH WIDTH WIDTH oO O ~ a
00 I
O SEE PROFILE FOR ELEVATION ED
A BACKFILL TYP. ~O t~r.. BACKFILL W/ 3'x2.5" DEEP
J p ~ (WALL GRADED MIX ~o~ ~ O° ~r r4, ~ p° 20' TO > OF CLASS B & A CONSTRUCT RIFFLE W/ (1.2xWgk;F) GRADATION OF CLASS I, A, AND i
Z 30' Z RIP RAP) 2' MINIMUM x 2.5' DEEP GRADATION OF NCCIOT HEAD OF B RIP-RAP AND NATURAL COBBLE .E
XCAVATED a ~ m FOOTER ROCK, TYP. AVATED POOL CLASS A, AND 8 RIP-RAP AND RIFFLE NATURAL COBBLE MATERIAL. p MATERIAL. NONWOVEN GEOTEXTILE _E
m NONWOVEN GEOTEXTILE TO BE USED 3 SILL TO BE USED BETWEEN BOULDERS i
EXCAVATED TRENCH ROCKS IN VANE ARM SHOULD BETWEEN BOULDERS AND BACKFILL TOE NCDOT CLASS B, & A AND BACKFILL iLD ~ STONE RIP RAP
FLOW FOR ROCK CROSS VANE NOT BE GAPPED OR HAVE ANY ANY
CONSTRUCTION SIGNIFICANT SPACES j G1,\DE o go o RIFFLE ROCK SILL LL
FILTER FABRIC, TYP. ~ o
FILTER FABRIC TOP OF~ ~ o
o SECTION A-A BANK RIFFLE~F FA R C
TIE VANE ARM INTO
BANKFULL ELEVATION HEADER ~ BANKFULL )N 3' MINIMUM
ROCK HEADER
FOOTER POOL POOL EXCAVATED PER ROCKS ~ o o ~ SECTION A-A
ROCK DIRECTION OF ENGINEER 6 q.% Tp 7% SLOPE g 0 ~0
0 COIR FIBER Dmax qV- RIFFLE MATTING (TYP.)
KEY IN VANE TO BANK
MINIMUM OF 4' AT AN BACKFILL TYP. ;r
ELEVATION EQUAL TO A (WALL GRADED MIX BANKFULL OR SLIGHTLY OF CLASS B & A FILTER FABRIC R~~KSR ED ~ED A g ~ ~j O~ O°O~ A 1 /3 Dmax i
LOWER RIP RAP) 2' MIN. ROCKS IN VANE ARM SHOU PLAN VIEW NOT BE GAPPED OR HAVE BOULDER DIMENSIONS (FEET) SIGNIFICANT SPACES I I
RM SHOULD ° p° ~o~o
~R HAVE ANY .S i
STATION TO STATION HEIGHT LENGTH WIDTH SECTION B - B FILTER CENTER BOULDER 2"-4
0+00 2+00 2' 4' 3' FABRIC
NOTES: i i
1. DEEPEST PART OF POOL. TO BE IN LINE WITH WHERE FOOTER HEADER
VANE ARM TIES INTO BANKFUL~. 2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. ROCK ROCK SECTION A-A ULDERS. i
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS i ut ur i i
BETWEEN HEADERS AND FOOTERS. RIFFLE
4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE E
ROCK "A" VANE DETAIL DIRECTION OF THE ENGINEER. 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. COIR FIBER DEPTH. low A MATTING (TYP) 1/3 Dmax
NOT TO SCALE I
PLAN VIEW i
0 01"100
0
TOE OF SLOPE !
SECTION C-C
CONSTRUCTED RIFFLE DETAIL
NOT TO SCALE
V) NOTE: PLACE LARGER MATERIAL
Q (6"-10") AS SUBPAVEMENT. PLACE
w a SMALLER MATERIAL (2"-6") AMD NATURAL COBBLE AS PAVEMENT.
I PRELIMINARY
a
a s NOT FOR CONSTRUCTION
.c U
p PREPARED IN 1HE %'MCE M- CLIENT: DATE: PROJECT:
M Kimley-Horn MID-ATLANTIC 01-03-07 HORIZONTAL SCALE: STRICKER B
a~ Kim U
C: = F1 and and Associates, Inc. MITIGATION, LLC VERTICAL SCALE: R BRANCH
N Q
Q 00 RE No.: REVISION: DRAWN BY; CHECKED BY. SUITE 30Q 46M CHARLOTTE PARK TITLE: oR"w" BY: STREAM REST ESTORATION
N 00 This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose NORTH CAROLINA 282f1 I'TE PARK DIME, CHARLOTTE, BF i
W n and client for which it was prepared. Reuse of and im ro er reliance on this document without written authorization and adaptation b p P by DETAILS DESIGNED BY: i
Kimle -Horn and Associates Inc. shall be without li ili PHONE [phone] Fa y ab ty to Kimsey-Horn and Associates, Inc. Copyright Kimsey-Horn and Associates, Inc., 2006 FAX 04) M-OW CHECKED BY. ATTACHED REFERENCE FIDES: JOB NUMBER: UMBER: SHEET NUMBER:
018285002 III ~ "W I - 3285002 6A OF x
- - - - - -

v
VARIABLES Upper Stricker Branch Middle Stricker Bran Existing Existing ricker Branch Lower Stricker Branch REGIONAL CURVE REGIONAL CURVE Stricker Branch
;fisting Foisting Upper Stricker Branch Lower Stricker Branch Design
(Piedmont•Rural) (Piedmont~Rural)
m STATION STA 100+00.109+00 STA109+00-119+00' +00-119+00 S1'A 120+00.132+77 STA 100+00.132+77
0 ~ 1. Stream Type
(Rosgen) Open Water Pond G5c G5c G5c - - C5-~E5
2. Drainage Area
o (sq. mile) 1.6 1.6 1.6 1.7 1.6 1.7 1.7
3. Bankfuil Width Mean: NIA2 Mean: 14.6 14.6 Mean. 17.4 Mean: 17.1 Mean: 17.4 Mean: 21.6
(W~r) Range: - - Range: 11.2 18 11.2 18.1 Range: 16.8 18.0 Range: - - Range: - - Range: -
0 1.9 Mean: 1.8 Mean: 1.9 Mean: 1.9 Mean: 1.7
0 4. Bankfull Mean Mean: WA2 Mean; 1.9
depth (dam) Range: - - Range: 1.5 2. 1.5 2.3 Range: 1.8 1.9 Range: - - Range: - - Range: - -
5. WidthlDepth Ratio Mean: NfA2 Mean: 7.8 7.$ Mean: 9.5 Mean: 9.1 Mean: 9.2 Mean: 13.0
~Wbkf~dbkf~ Range: - - Range: 7.7 7. 7.7 7.9 Range: 9.4 9.6 Range: - - Range: - - Range: - -
6. Bankiull Cross-sectional Mean: WAZ Mean: 26.8 26.8 Mean: 31.9 Mean: 29.7 Mean: 30.8 Mean: 35.9
Area (A~) Range: - - Range: 25.6 28 25.6 28.1 Range: 31.7 32.1 Range: - - Range: - - Range: - -
7. Bankfull Mean Velocity Mean: WA2 Mean: 3.9 3.9 Mean: 3.7 Mean: - Mean: - Mean: 3.4
Nc~r) Range: - - Range: 3.4 4. 3.4 4.3 Range: 3.6 3.8 Range: - - Range: - - Range: 3.1 3.6
8. Bankfull Discharge3, cfs Mean: WA2 Mean: 100.0 100.0 Mean: 119.5 Mean: 126.2 Mean: 130.7 Mean. 120.2
(Q~r} Range: - - Range: 89.7 11 9. Bankfuil Maximum Depth Mean: WAZ Mean: 3.0
X9.7 110.2 Range: 114.8 124.2 Range: - - Range: - - Range: 111.6 130.2
3.0 Mean: 2.5 Mean: - Mean: - Mean: 2.6
(dm~) Range: - - Range: 2.7 3. 2.7 3.3 Range: 2.5 2.5 Range: - - Range: - - Range: - -
10. Max d~~fld~ Mean: wA2 Mean: 1.0 1.0 Mean: 12 Mean: - Mean: - Mean: 1.6
ratio Range: - - Range: 1.2 0. 1.2 0.9 Range: 1.1 1.2 Range: - - Range: - - Range: - -
11. Low Bank Height to max Mean: NlA2 Mean: 2.5 2.5 Mean: 2.9 Mean; - Mean: - Mean: 1.0
db~ ratio Range: - - Range: 2.4 2. 2.4 2.6 Range: 1.7 4.1 Range: - - Range: - - Range: 1.0 1.1
12. Width of Flood Prone Mean: wA2 Mean: 25.1 25.1 Mean: 24.4 Mean: - Mean: - Mean: 75.6
Area (Wf~) Range: - - Range: 23.5 26 13. Entrenchment Ratio Mean: NIAZ Mean: 1.8 ?3.5 26.7 Range: 24.0 24.7 Range: - - Range: - - Range: 54.0 86.4
1.8 Mean: 1.4 Mean: - Mean: - Mean: 2.5
(Wf~IWb~) Range: - - Range: 1.5 2. 1.5 2.1 Range: 1.4 1.4 Range: - - Range: - - Range: 2.0 3A
14. Meander Length Mean: wq2 Mean: NIA' NIA' Mean: wA' Mean. - Mean: - Mean: 82.5
(L,~) Range: - - Range: - 15. Ratio of Meander Length to Mean: WA2 Mean: NIA - Range: - - Range: - - Range: - Range: 42.0 123.4
NIA Mean: wA~ Mean: - Mean: - Mean: 3.8
Bankfull Width (LmIW~f) Range: - - Range: - - Range: - - Range: - - Range: - - Range: 1.9 5J
16. Radius of Curvature Mean: WAz Mean: NfA~
NfA~ Mean: N(A~ Mean: - Mean: - Mean. 32.6
(R~) Range: - - Range: - 17. Ratio of Radius of Curvature Mean: wA2 Mean, N(A~ - - Range: - - Range: - - Range: - - Range: 30.3 37.9
N(A~ Mean: NIA Mean: - Mean: - Mean: 1.9
to Bankfull Width (R~IW~f) Range: - - Range; - - - Range: - - Range: - - Range: - - Range: 2.1 2.7
18. Belt Width Mean: N/AZ Mean: NIA NIA' Mean: NIA' Mean: - Mean: - Mean: 79.6
(iNbn) Range: - - Range: - 19. Meander Width Ratio Mean: WA2 Mean: ~UA~
- - Range: - - Range: - - Range: - - Range: 72.3 101.8
~UA~ Mean: wA~ Mean: - Mean: - Mean: 3.7
(Wbn~W~r) Range: - - Range: - 20. Sinuosity (k) Mean: NIAz Mean: 1.0 - - Range: - - Range: - - Range: - - Range: 3.3 4.7
1.0 Mean: 1.1 Mean: - Mean; - Mean: 1.2
(Stream Length 1 Valley Length) Range: - - Range: - 21. Valley Slope (S~a11ey) Mean; NIA2 Mean: 0.0064 - - Range: - - Range: - - Range: - - Range: 1.1 1.2
0.0064 Mean. 0.0054 Mean: - Mean: - Mean: 0.0077
(ft!ft) Range: - - Range: - - 22. Average Stream Slope Mean. WA2 Mean: 0.0054 - Range: - - Range: - - Range: - - Range: 0.0067 0.0087
0.0054 Mean. 0.0042 Mean: - Mean: - Mean: 0.0039
~Savg) _ ~Sva~~eylk) Range: - - Range: - - 23. Riffle Slope Mean: rUA2 Mean: 0.0189 - Range: - - Range: - - Range: - - Range: 0.0036 0.0042
0.0189 Mean: 0.0091 Mean: - Mean: - Mean: 0.0050
~Sriff~ Range: - - Range: 0.0063 0.0 24. Ratio of Riffle Slope to Aug. Mean: N/A2 Mean: 4.6 0063 0.0434 Range: 0.0072 0.0122 Range: - - Range: - Range: 0.0036 Q.0063
4.6 Mean: 2.3 Mean; - Mean: - Mean: 1.3
Slope (S~rffi~IS~,9) Range: - - Range: 1.2 8. 25. Pool Slope Mean: NIA2 Mean: 0.0028 1.2 8.1 Range: 1.7 2.9 Range: - - Range: - - Range: 1.0 1.5
0.0028 Mean: 0.0050 Mean: - Mean: - Mean: 0.0002
(S~oi) Range: - - Range: 0.0006 0.0 26. Ratio of Pool Slope to Aug. Mean: NIA2 Mean: 0.4
0006 0.0041 Range: 0.0024 0.0076 Range: - - Range: - - Range: 0.00 0.0004
0.4 Mean: 1.2 Mean: - Mean: - Mean: 0.1
Slope (S~~IS~,y) Range: - - Range: 0.1 O. 27. Ma~cimum Pool Mean: wA2 Mean: 2.3 0.1 0.8 Range: 0.6 1.8 Range: - - Range: - - Range 0.0 0.1
2.3 Mean: 3.0 Mean: - Mean: - Mean: 4.0
Depth (dpi) Range: - - Range. 2.0 2. 2.0 2.6 Range: 2.6 3.5 Range: - - Range: - - Range: - -
zis. Kavo of roof uepin io Hq mean; N/A` mean: u.0 u.o mean: mean: mean: mean: 2.4
Depth d~~, s da, Range: - Range: 0.7 0.1 0.7 0.8 Range: 1.0 1.4 Range: - - Range: - - Range: - -
29. Pool Width Mean; NiA Mean, 34.1 34.1 Mean: 31.6 Mean: - Mean: - Mean: 34.2
W I Range: Range: 24.Q 44. !4.0 44.2 Range: 23.1 40.2 Range: - - Range: - - Range: - -
30. Ratio of Pool Width to Means NlA Mean 2.3 2.3 Mean: 1.8 Mean: - Mean: - Mean: 1.6
Bankfull Width W /Wbkf Range: Range: 2.2 2,_31, 2 , 2.2 2.4 Range: 1.4 2.2 Range: - - Range: - - Range: - -
31, Pool Area Mean N/A 2 36.1 35.1 Mean: 43.1 Mean: - Mean: - Mean: 53.8
Apool Range: Range. 28.2 42. !8.2 42.1 Range: 38.0 48.1 Range: - - Range: - - Range: - -
32. Ratio of Pool Area to Mean; NtA Mean, 1.3 1.3 Mean: 1.4 Mean: - Mean: - Mean: 2.0
Bankfull Area A IlAbkf Range: - Range: 1,1 1., 1.1 1.5 Range: 1.2 1.5 Range: - - Range: - - Range: 1.5 2.5
53.3 33. Pool to Pool Spacing Mean IVIA Mean, 53.3 Mean: 49.5 Mean: - Mean: - Mean: 97.2
p p Range: Range: 36.1 70. 6.1 70.5 Range: 37.5 65.8 Range: - - Range: - - Range: - -
2 34. Ratio of Pool to Pool Spacing Mean, 3.6 N/A Mean 3.6 Mean: 2.9 Mean: - Mean: - Mean: 4.5
to Bankfull Width p-pIWbkf Range: Range: o 32 3.c, - 3.2 3.9 Range: 2.2 3.7 Range: - Range: - - Range: 4.0 6.0
0
I c>r
0 Historically straightened and ditched channel
Open Water Pond PRELIMINARY
+3 Based on The Reference Reach Field Book Ros9en Stream type and Associated ManningMs o nu Coei a ng's "n" Coefficient NOT FOR CONSTRUCTION
U o PREPARED IN THE OFFICE OF CLIENT: DATE: PROJECT:
m
(D Kir Kimley-Horn MID-ATLANTIC 01-03-0' HORIZONTAL SCALE; STRICKER E
U 41 .R BRANCH
V) ani N VERTICAL SCALE: and Associates, Inc. MITIGATION, LLC
0 0
00 RE No.: REVISION: DRAWN BY: CHECK D Y' E a . SUITE 30p 4W CiHARLt~T"i PAR .4 1 N "TAE: MORPHOLO"Y DRAWN BY. STREAM RES7 07M PARK DRNE, CHARLOTTE, BF IESTORATION
as This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NOM C AROLM 28217 0 and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by DESIGNED 8Y:
Kimle -Horn and Associates Inc. shall be without liability to Kimley-Horn and Associates, Inc. FAX (704) a~-OHA5 CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 01828500 ;8~85ooZ SHEET 5NUMBER:
X
- - - - - - - - -

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4 5.6' ~,S
AS
21.6' --I ~Q ~ZRE
~e~ IrRe - 2.6'
-3; ,3;1
2.6'
TYPICAL RIFFLE
AS 55.7, PS E.~
ReQ 1ZRe ~ 4.0' I- 35.7' Qv~R ~ 3;1
4.0' 1.4,
TYPICAL POOL
TYP TYPICAL CROSS SECTION
N.T.S.
/-LEFT BANK
EXISTING GRADE 0 ~
PROPOSED BANK FULL ~ RIGHT BANK
00000-
SLOPE = 0.0040---"
A
Cn 3
Z
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Q ~--PROPOSED Ct CHANNEL
U CL
E- I
r PRELIMINARY
3 O NOT FOR CONSTRUCTION
r
p PREPARED IN THE OFFICE OR L CLIENT: DATE: PROJECT:
M L
KirT Y U Kimley-Horn MID-ATLANTIC 01-03-0' HORIZONTAL SCALE: STRICKER and Associates, Inc. MITIGATION, LLC VERTICAL SCALE:
fn .R BRANCH
anc N 1" - 40
O O STREAM REST TITLE: TYPICAL SECTIONS DRAWN 8Y: ESTORATION
00 RE No.. REVISION; DRAWN BY. CHECKED BY. SUITE 300, 4M CHA OTM PARK N co This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NOM CAROLM 282V >TfE PARK DRIVE, CIiARLOTiE, BF
Or and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by DESIGNED BY:
Kimle -Horn and Associates Inc. shall be without liability to Kimle H rn n PFKM- (704) 3 `5'M F) a y y a a d Associates, Inc. FAX M-OW CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: NUMBER: 8285002 SHEET 4NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2006 0182850 7(
-

N O
o General Notes: Erosion Control:
All bearings are based on NAD '83 grid bearings. Total Area Disturbed = 43.0 acres. CONSTRUCTION SEQUENCE OF EVENTS
All distances and coordinates shown are horizontal Site/Easement: Construction Survev
The contractor shall be responsible for repairing any damage to existing The Contractor shall set/stake the stream centerline, top of I roads, parking lots, fences, etc. Construction entrances shall be and right bankfull and limits of construction in the field per tf ap of left
(ground) values. Soil Types: Chewacla, Poindexter, and Zion Sandy Loam i per the
° The Contractor shall only conduct bank and stream The contractor shall insta?I and maintain throughout the project installed at all access locations per the plans and specifications. Drawings. An electronic copy (AutoCAD) will be provided to th d to the
N bed work, including all in-stream, grading, bank construction all erosion control measures shown within these contractor from which to lay out the centerline of new stream stream.
stabilization, and in-stream structures on a section of pans in accordance with applicable NCDENR, and local erosion The Contractor shall be responsible: for any improvement to the road The Engineer reserves the right to adjust the location of the >f the
condition, gates, and fences, required for access during construction. proposed centerline before the contractor begins any
stream that can be entirely completed within a single and sediment control regulations. construction.
day' AI? erosion control measures shall be constructed in accordance Erosion Control Measures During Construction
During construction the Contractor shall be responsible for installing Construction Equipment
All graded areas shall be stabilized within 48 hours. with the North Carolina erosion and sediment control regulations,
U.S. Department of Agriculture, and U.S. Soil Conservation Service additional erosion control measure: not shown on the plans but The Contractor is required to install in stream structures ~s r
Every effort shall be taken to minimize disturbance in regulations. necessary to control excess sedima=nt, if determined by the Engineer. (rootwads, log vanes and rock cross vanes) using a back hoe .-.k hoe
with a hydraulic thumb of sufficient size to move rocks and and
the stream channel and in gaining access to/from the All construction work shall be in compliance with regulations of General Sequence trees as sized in the Drawing and Specifications.
work area. the National Pollutant Discharge Elimination System (NPDES) The Contractor shall construct new' channel sections to a stable form
before moving out of the work area. Astable form shall include, bui: is Staging and Stockpiles Areas:
Rock Silt Screens shall be constructed downstream of storm water general permit. iedas a
the construction area to reduce sediment entering the not limited to the complete installation of in stream structures, Specified areas shown on the plans have been established as
stream. The contractor shall diligently and continuously maintain all transplants, erosion control mattin~~, and temporary vegetation. staging and stockpiling area. The contractor may establish blish
additional staging and stockpiling areas along the project, as ct, as
erosion control devices and structures to minimize erosion. The The Contractor shall maintain a temporary rock silt screen downstream necessary, to carry out the work. All staging and stockpiling ;kpiling
Erection of sedimentation and erosion controls shall be contractor shall maintain close contact with the erosion control of any work in the live stream. Permanent vegetation shall be instplled areas must be inside the limits of construction and approved proved by
in accordance with local, state and federal erosion inspector so that periodic inspections can be performed at in conjunction with temporary seedling if construction is performed the Engineer. Silt fence shall be required in areas where loos !re loose
control regulations. Appropriate stages of construction. during the season specified in the Drawings and Specifications. If not, soil has been placed in the staging and stockpiling areas. a s.
Contractor shall keep all surrounding public roadways Erosion and sediment control measures shall be maintained permanent vegetation shall be performed during specified planting
and drainage systems free from dirt, mud, and continuously, relocated when and as necessary, and shall be seasons. Rain Gauae:
Contractor shall be responsible for having
construction debris at all times. checked after every rainfall. Seeded areas shall be checked a rain gauge on the project site & for recording
regularly and shall be watered, fertilized, reseeded and mulched as
Contractor shall be responsible for the repair of any necessary to obtain a dense stand of grass. Modification/Stabilization of Existinca Channel daily rainfall amounts during construction.
items damaged during construction, including fencing, Sections of the existing channel banks may need modification to create a
roads, utilities, parking lots, etc. Stabilization is the best form of erosion control. All disturbed stable cross section. Modification shall include grading existing vertical
areps which are not otherwise stabilized shall be top soiled and banks, and installation of structures such as root wads, rock cross vanes,
All pool depths should be over dug by 1'-2' to account seeded, temporarily or permanently in accordance with the North and log vanes. All modifications shall proceed according to the
for sediment. Carolina sediment control regulations. Permanent seeding and construction plans. All work shall be subject to pump around operations
when performed in the live channel.
Written encroachment agreement for all work in the grass establishment is required prior to project completion and
utility right-of-way shall be obtained by the designer. acceptance. Construction Channel Sections
However, the contractor shall be responsible for any Contractor shall provide ground cover on exposed slopes within 21 1. Clear the trees and shrubs along the proposed new channel centerline
damage incurred to any utility lines during the calendar days following completion of any phase of grading.
construction process. Permanent ground cover for all disturbed areas shall be provided and bankfull benches. Tree gresater than 12" in diameter shall be
pushed down, rather than cut in order to keep the root mass
within 21 calendar days following completion of construction. intact with the trunk The trunk shall be cut at least 15 feet from
All earth moving equipment shall be serviced prior to the ball, sharpened to a point and stockpiled. Stockpiled trees shall
work commencing each morning. Equipment shall be All temporary erosion and sediment control measures shall be sae used later as rootwads and vanes.
maintained to prevent fuel, oil and lubricant spills in removed within 21 days after final site stabilization or after the
the vicinity of the stream. temporary measures are no longer needed. Trapped sediment and
2. Shrubs and trees less than 3" in diameter shall be saved for
the disturbed soil areas resulting from the disposition of transplanting and stockpiled. All shrubs and trees shall be removed
The grade lines and elevations shown denote the finished temporary measures shall be permanently stabilized to prevent ensuring that the root mass is intact. Plants to be transplanted
elevation of the proposed or future surfacing at grade further erosion and sedimentation. shall be morked with highly visible tape by the Engineer. Transplants
points shown on the typical sections. Grade lines may need to be installed within 24 hours from being dug.
be adjusted at their beginning, ending and at Where sediment is transported onto a paved or public road
structures as directed by the Engineer in order to surface, the road surface shall be cleaned thoroughly at the end
secure a proper tie-in or to create a more "natural" of each day. Sediment shall be removed from the roads by 3. Construction shall be completed including temporary vegetation, erosion
control matting, live staking, transplants, and structures and approved
appearance. shoveling or sweeping and transported to a sediment control by the Engineer prior to diverting stream flows into the new channel.
disposal area. Street washing shall be allowed only after sediment
Subsurface: is removed in this manner. 4. The Contractor shall fill the existing channel as shown on the DrGwings
No subsurface data is made availpble to the or as directed by the Engineer- using the stockpiled material and
Contractor for this project. the Contractor shall be When a crushed stone construction entrance, or haul road has
responsible for making his own subsurface been covered with soil or has been pushed into the soil by appropriate borrow as needed. The Contractor should grade and
investigations as they relate to this project. construction traffic, it shall be replaced with a depth of stone stabilize the backfilled channel area according to specifications.
equal to that of the original application.
Materials:
Excavated material shall be stockpiled in non-forested All drainage inlets shall be protected from siltation. Ineffective
areas within the easement for later use as backfill of protection devices shall be immediately replaced and the inlet
abandoned channel. Exact location of the spoil areas cleaned. Flushing is not an acceptable method of cleaning.
shall be determined by the Contractor and approved
by the Engineer. The Contractor shall be responsible During construction of the project, soil stockpiles shall be
for installing appropriate stabilization measures outside stabilized or protected with sediment trapping measures. The
the spoil areas to prevent erosion and sedimentation. applicant is responsible for the temporary protection and
Additional temporary spoil areas shall be coordinated permanent stabilization of ail son stockpues on site as well as soil
with the owner /developer. intentionally transported from the project site.
Utilities: Sediment basins and traps, perimeter dikes, sediment barriers and
The Contractor shall field locate all utilities inside the other measures intended to trap sediment shall be constructed as
construction corridor. a first step in any land-disturbing activity and shall be made
The Contractor shall follow OSHA guidelines and utility owner functional before upslope land disturbance takes place.
guidelines when working near utilities. Stabilization measures shall be applied to structures such as
The Contractor shall call the "Contact One-Call Center" dams, dikes and diversions immediately after installation.
1-800-632-4949 before digging.
3
w
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a 0 rn
N LLJ
0 Z
Z w
PRELIMINARY
M
3 0 NOT FOR CONSTRUCTION
U
o vaEraM IN n+e oFwcE Of: CLIENT: DATE: PROJECT:
~ Kim Kimley-Horn MID-ATLANTIC °¶o°' F STRICKER B
.R BRANCH
~ and C: F1 N and Associates, Inc. MITIGATION, LLC
O O ESTORATION
00 N RE No.: REVISION: DRAWN 8Y: CHECKED BY: =I 4651 CHARL,OT~~ PARK nEP^WDR*,CH^Po-0rM, TITLE DRAWN NOTES AND =~~E ae STREAM RES FAX (704) W-OW CONSTRUCTION SEOUENCE O a ATTACHED °F~°FN=F FILES ~e NUMBER:
00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NOM CAMILM 2$2]
j and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by E: (704) '~-5'~ F a Kimley-Horn ~ and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. CKEWW 018285002
Copyright Kimley-Horn and Associates, Inc., 2006 izasoos SHEET 3NUMBER: x
- -

N O
LEGEND:
D
T
-e- PROPOSED BANK FULL ~ PROPOSED N34•oo'oo"E PROPERTY LINE
~o+oo ROCK CROSS VANE 152.78'
" -I-- C~ PROPOSED CREEK
PERMANENT CONSERVATION CHANNEL BLOCK
N EASEMENT FILL OLD CHANNEL
PROPOSED ROCK ~ C
o -C- CUT LINE A-VANE
T
-F- FILL LINE PROPOSED TEMPORARY
J-HOOK VANE CROSSING/FORD
ROOT WAD
LOG VANE OXBOW LAKE (PRESERVE/EXPAND
PROPOSED ABANDONED STREAM)
CONSTRUCTED RIFFLE
D EXISTING WETLANDS r R7 %Aa y,~ w '°~tV
t7 roA, ~ ~"Wz 'v
V ~
SURVEY LEGEND: ~ 1x w,. i 3
w ~ ~ y, ~ w.,,,.,.,.~.,.,,
- - PROPERTY LINE ~~M WATER METER
SS SANITARY SEWER O SEWER MANHOLE ~ ~ ~ ~ ~ 414: w,i, "`+r..:""( ~ ,h
-OW OVERHEAD POWER ~`Q, POWER /UTILITY POLE
~~,~0 ~i ,1 ,4,~ ~-rte,,,,,,,, "'t^»? 1 11~,., V ~ is
~ NATURAL GAS CAPPED REBAR
FO FIBER OPTIC ash t ~ rr .a-,r
25 ,a. ~ _
UTILITY EASEMENT -
MAJOR CONTOURS
- - - - - - MINOR CONTOURS
TREELI N E
PROFILE LEGEND
- TOP OF BANKFULL
- ~ OF NEW CHANNEL
- - - - EXISTING GROUND
00000 CONSTRUCTED RIFFLE ~a p ~a ~ 1111 ~
ROCK X-VANE
A-VANE
NOTE: BOTTOM OF POOL ELEVATION PROVIDED IS
DEEPEST POINT IN POOL AT STATION, NOT ACTUAL
ELEVATION AT THE CENTERLINE. REFER TO PLAN
AND CROSS SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE "OVER DUG" BY 1'-2' TO
ACCOUNT FOR SEDIMENTATION.
EROSION CONTROL LEGEND:
~-LOD- LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
TEMPORARY SILT FENCE
TEMPORARY
ROCK SILT CHECK
3 v
H w w
T v7
w
Y I
N PRELIMINARY
NOT FOR CONSTRUCTION
t U
G v PREPARED IN THE OFFICE OF; CLIENT: PROJECT:
m
Kid U Kimley-Horn MID-ATLANTIC °,.op°'pL°' STRICKER B and Associates, Inc. MITIGATION, LLC
U7 R BRANCH
and N 0
TITLE: DRAM BY: STREAM REST,
00 RE No.: REVISION: PRAWN BY. CHECKED BY; 5'tJ 3QQr C(}"['M PAW N as This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose M P NW ~ M-OW CHECKED BY. , KEY SHEET ~EWw ATTACHED REFERENCE FILM JOBNUMBER: ESTORATION
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N V1 00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose NOM GAROLlIVA 2827 DESIGNED BY-
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