20061804 Ver 13_Individual_20160914

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone](X) • Fax: ()l9) 846-9467
sandec.com
September 14, 2016
S&EC Project # 6658.W33
To: US Army Corps of Engineers NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office Attn: Karen Higgins
Attn: John Thomas Archdale Building – 9th Floor
3331 Heritage Trade Drive, Ste. 105 512 N. Salisbury Street
Raleigh, NC 27615 Raleigh, NC 27603 P
Re: River Dell Company, Inc., The Village at Flowers Plantation, Clayton, NC " ��—
INDIVIDUAL PERMIT APPLICATION
AID No. SAW -2008-01712 �` 6��k
DWQ Project #20061804, Ver.3/Certification No. 3766
Modification of Impacts to Crossing #2 and Special Condition "L"
Dear Mr. Thomas & Ms. Higgins:
Please consider this letter our formal request on behalf of the Permittee for a modification to
Crossing #2 and to Special Condition "L" of the approved Individual Permit No. SAW -2008-01712
issued on April 22, 2010 & January 9, 2013 and Individual Certification No. 3766 (DWQ Project
#20061804, Ver.3) issued on March 15, 2010 & February 22, 2013.
Crossing #2
In our original approvals, the permittee was authorized to impact 115 linear feet of permanent and
20 linear feet of temporary Important/Perennial stream for Crossing #2. It was understood at that
time, that the project engineer would not be able to provide a final design of the stream
crossing(s). At this time, the project engineer has been able to re -review Crossing #2 and is
proposing to reduce the permanent impacts to the stream by 29 linear feet. In addition, proposed
riparian buffer impacts have been reduced by 3,423 ft2. Please see table below summarizing
previously approved and the proposed modifications to Crossing #2.
Special Condition "L"
Special Condition "L" currently reads as follows:
"L. In order to compensate for 0.0122 acre of permanent impacts to wetlands, 0.005 acre of temporary
impacts to wetlands, 868 linear feet of permanent impacts to streams, and 220 linear feet of temporary
impacts to streams the permitee shall make payment to the North Carolina Ecosystem Enhancement
Program (NCEEP) in the amount determined by the NCEEP, sufficient to perform the restoration of
0.214 acre of non -riparian wetland and 868 linear feet of warm water stream in the Neuse River Basin,
Cataloging Unit 03020201.
Previously Approved
Proposed Modification
Permanent: 115
Permanent: 86
Stream linear feet):
Temporary: 20
Temporary: 20
Zone 1: 7,391
Zone 1: 4,881
Riparian Buffer (square feet):
Zone 2: 4,020
Zone 2: 3,107
Special Condition "L"
Special Condition "L" currently reads as follows:
"L. In order to compensate for 0.0122 acre of permanent impacts to wetlands, 0.005 acre of temporary
impacts to wetlands, 868 linear feet of permanent impacts to streams, and 220 linear feet of temporary
impacts to streams the permitee shall make payment to the North Carolina Ecosystem Enhancement
Program (NCEEP) in the amount determined by the NCEEP, sufficient to perform the restoration of
0.214 acre of non -riparian wetland and 868 linear feet of warm water stream in the Neuse River Basin,
Cataloging Unit 03020201.

Construction within jurisdictional areas on the property shall begin only after the permittee has made
payments per the below mitigation table to the NC EEP and provided a written confirmation the Corps
that it agrees to accept responsibility for the mitigation work required, in compliance with the MOU
between the North Carolina Department of Environment and Natural Resources and the United States
Army Corps of Engineers, Wilmington District, dated November 4, 1998.
The Applicant will make phase mitigation payments to the NCEEP as listed in the table below. The cost
of credits will be the current price at the time of payment, not the current price at the time the permit was
issued. No work on any phase of the project shall begin until the payment for that phase has been
issued to the NCEEP.
UPDATED CONTRUCTION & MITIGATION TABLE:
Phase
Previously
Required
Currently
Required
Construction/Mitigation
Number
Impact Areas
Mitigation Required
Payment Deadline
1
1
108 LF of stream 105
12/31/12 PAID /N 2013
2
2
86 LF of stream 115
12/31/2016
3
98 LF of stream & 0.019 acres of
wetland (All wetland mitigation paid
5, 12, 18 and 19
under the EEP) '/4 acre minimum
12/31/2019
4
3
150 LF of stream
12/31/2021
5
6, 7, 8,13 and
14
295 LF of stream
12/31/2025 PAID /N 2015
6
60 LF of stream & 0.007 acres of
11, 16 and 17wetland
wetland paid with phase 3
12/31/2027
7
0.096 acres of wetland (wetland paid
9 and 10
with phase 3)
12/31/2029
In an effort to follow current mitigation policies, the Permittee has authorized us to contact private
mitigation banks. Agreements have been made with the sponsor of the Neu -Con Wetland &
Stream Umbrella Mitigation Bank, Environmental Banc & Exchange (EBX), as outlined in the
table below and attached reservation letter.
Please send us confirmation that this proposal to reduce impacts and to pay into the Neu -Con
Wetland & Stream Umbrella Mitigation Bank vs. the NC Ecosystem Enhancement Program is
acceptable. In addition, please consider a new construction/mitigation payment deadline for
Phase 2 of December 31, 2016 to accommodate this request. We understand that both will
require written confirmation of this modification to the permit conditions. We appreciate your
assistance in this matter.
Sincerely,
Soil & Enviro. nmental Consultants, PA
Deborah E. Shirley
Attachments:
1) Crossing #2 -Impact Map
2) Crossing #2 -Plan & Profile -C-1
3) Updated Overall Site Plan
�y
Page 2 of 3
Previously
Required
Currently
Required
Neu -Con
Umbrella
Stream
115 linear feet
86 linear feet
86 units
Please send us confirmation that this proposal to reduce impacts and to pay into the Neu -Con
Wetland & Stream Umbrella Mitigation Bank vs. the NC Ecosystem Enhancement Program is
acceptable. In addition, please consider a new construction/mitigation payment deadline for
Phase 2 of December 31, 2016 to accommodate this request. We understand that both will
require written confirmation of this modification to the permit conditions. We appreciate your
assistance in this matter.
Sincerely,
Soil & Enviro. nmental Consultants, PA
Deborah E. Shirley
Attachments:
1) Crossing #2 -Impact Map
2) Crossing #2 -Plan & Profile -C-1
3) Updated Overall Site Plan
�y
Page 2 of 3

4) RES Reservation letter
5) Flowers Plantation -E. Neuse River Parkway Extension -Phase II Stormwater Calculations (DWR
only)
6) Crossing #2 Runoff Maps (DWR only)
7) Bioretention Details -C-2 (DWR only)
8) Erosion & Sedimentation Control Details -C-3 & C-4 (DWR only)
9) DWQ Application fee $240
Page 3 of 3

fires
EBX Stream and Wetland Banks
Statement of Availability August 23, 2016
U.S. Army Corps of Engineers
Mr. John Thomas
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Village at Flowers Plantation -Crossing #2
This document confirms that River Dell Company, Inc. (Applicant) for the Village at Flowers
Plantation -Crossing #2 (Project) has expressed an interest to utilize 86 Stream Mitigation Credits from
the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically the
Buffalo Branch Site in Neuse HUC 03020201. As the official Bank Sponsor, EBX, attests to the fact that
mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1052.
Best Regards,
C4,4- A
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

EXIST!,
DEVELOR
EXISTING
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DEVELOPMENT
= EXISTING DEVELOPMENT
Lerg Plantation Impact T B b Ie
kr Engineering
0 1000 2000 2500 3000
OVERALL SITE PLAN
REVISED 11/06/12
STOCKS ENGINEERING, P.A.
3344 HILLSBOROUGH ST. PHONE [phone] EASTERN AVENUE PHONE: [phone]
SUITE 250 FAX: [phone] NASHVILLE, N.C. 27856 FAX: [phone]
RALEIGH. N.C. 27607 MOBILE [phone]
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Area Impact Linear Impact
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311
N/A
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NIA
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019
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340
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THE VILLAGE @ FLOWERS PLANTATION
SCALE: ,
_ ,000
JOHNSTON COUNTY, NC
0 1000 2000 2500 3000
OVERALL SITE PLAN
REVISED 11/06/12
STOCKS ENGINEERING, P.A.
3344 HILLSBOROUGH ST. PHONE [phone] EASTERN AVENUE PHONE: [phone]
SUITE 250 FAX: [phone] NASHVILLE, N.C. 27856 FAX: [phone]
RALEIGH. N.C. 27607 MOBILE [phone]
C-01

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STOCKS ENGINEERING, P.A.
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EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION ,o>
nowsaV Plantatbn�' �ha)proI. Is mmM 11 DY Thef Rlvwi4 hill Company. -T, Atte b co y Rhai u'EMloExttd:'�' 0
Appro.lmately 1.36 aces ,11 be dbtwbed durleg construction. Th. maximm NI N be e-6 feet
The � ybcct seined to In •W,tbn F August 2I wIW Pr.Jsa mnpletbn d Mal
utabE .P -'t Eby Sept.mbar 2 1 Th� ion d eMYnent �trd pragrvn for thio probct 11 Faude
• Fatdlalbn f a hada eWetbn entra'iea It leaca fist prof tWV FIN Pro motion,
d skimmer boNn. with temporary seeding of the en..
ADJACENT PROPERTY
The Inverted Company owns most land edpcent to the Proposed construction area.
SOILS
The Hall
sHall at this site I.o sandy day.
EROSION AND SEDIMENT CONTROL MEASURES
�AtllunMvl MtM by d. eto'un7«ra xo.� d� al se hive plm o-md yfyco.s�e ifkat m'�: °aid the min b'dnurn"'d
Courtly d'The/ �n'treat Ntdl"da Idlov mv°;mltial`,•aL"egdaa-r w`'wUF- Je nN: Project
EngFen.
SWdura Practical
1. Vehicle wheals Mau be clam when leaving the sG to prevent the tracking of mud an paved
2. Conslrv<Um Rood Stabilization: Can�ti-tim truffle Ma M IImRWallo elmsiud arse. At o
aa mknappm'. a temporary grow caneW<tlon anirmes MdI be provided shown on FIs
Sr'�'A �F i Sal MeFtterw eh11 N provided where Mown and as needed an Ne ab plon. Thew
bond4. - MaY ba uwtl _at_
<mtan sedknBseiwt.
the deta'upa/ 7�bd in 1. to i be placed below RleComc�bwF to the Map ask Y dimanalms Mom F
above as dknanWord. .ting ditto bow Fa by with the berm built
Management S"ol.gbs
I.
Perimeter meawral or to be Installed arta to bb_q a gradMy
2. Tall DItMal Mdl be tobtized edbtdy /into lnq Nw mnetructbn. As m dtemata, rail
Aheck dams �y ba provided al their outlets and/a Ue termFd dowsbean ell of
istumanc. un1Y �cond cover b ineemanted.
3. Soac Ee a�d/ !. r t be maintained IthF the limits of the areasy leafed b N.
pr w8m rel a tl'wiwmiempaany ,.ease it to a I.re aoalpaeawoNa 15 cdeaaPr day..
04. Cmatrucllm an
be planned eo that grodng oPerotion can DegF d d o. yimy o.
S: SYiI fenew Mal Oso be
Fsealed arta to a as a flret step in canstruelbn.
8. ThaCmt�acta ii
be repanaible la lhs Mstallation and maintenac. or oil wwbn and
sedhi t am..
trap tical.
Vegetative (round Cour
m edlalal u/dlorFq grading, aI veaa ehdl reroive eitherprmmant a temporary .ending, os
opDlicabIs. • fdlawn:
ask A o.. ask ruses- Fe F.. w sm.ra. ea, r. a Few Mw
SEEDING SPECIFICATIONS
gn,94
xr W- (HCM 7 Mrs
N.e
sw news, ear sl 7 M"
sexesI.ym • we
ea zI. 1 se, w ear
aww ..1 w semw. I. Mw
I a- Jew e..er mm se red
M amw a.w elU emw I. Me
ww)IEaet b pwhwhws she fibs
SPECIES 200 (LB/AC E)
TALL FESCUE
SERICEA LESPEDEU 30
KOBE LESPEDEZA 10
PENSACOLA BAHIAGRAS 50
INO
=I. FROM aSEPT. 1 - MAR. 1, USE UNSCARIFIEO SERICEA SEED.
2ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
I III A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
MHUt PLAMj$t SE_ AN
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANCRASS PRIOR TO MAY 1
OR AFTER AUG. 15 ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING` FEB. 15 -MM. 20 FEB. 15 -APR. 30
FALL SEPT. 1 -SEPT. 30 SEPT. 1 -OCT. 31
SUL AMENDMENTS
APPLY UNE AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3.000-5,000 LB/ACRE SEDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG 15. ADD 25 LB/ACRE RYE (GRAIN).
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING. OR ROVING OR BY CRIMPING WITH A MULCH M04ORING TOOL A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS MAN FULLY ADEQUATE. REFERDUZE THE SECOND YEAR ACCORDING TO SOL TESTS OR
TOPDRESS all 500 LB/ACNE 10-10-10 FERTILIZER. MOW AS NEEDED WEN SERICEA IS OMITTED FROM THE
MIXTURE RESEED, FERTUZF, AND MULCH DAMAGED AREAS IMMEDIATELY.
..I I--
1. Rse.sa tl IM bas 'Pots larger Nan 9 .Tam Net Limned to 5i maximum of ells ave.)
2. MaFtolU nolabllehe0n0O fYld t [d b ate.
3 gra, r pro')ec p«tion. tine0 permed attention until the
ilan�I«accptobla
. pp t d r Ir al undue a lain on d elm wIMF 1 you atter Md tion.
S. R o ham Phe ata dl voeim bra a -tune. Ona compote elabgbotla. at and or
rl
6. R`emov'.p1Jt firs sediment pitit and from behind Bleak dams wean dt Is within half depth of
the pit a spillway. Dlpow of F an wee elms int cannot re-entr pit / bop.
Calculation.
Tns yyQ lice aWi..d run opo
the prsed aIle da rewire roma m
.1-I.ti.. Calculations have be -
OWN
RIVERDELL COMPANY
4680 NC 42 E,yAST
Clayton, NC 2 520
919.553.3086 (v)
CONSTRUCTION SEQUENCE:
1. Obtain erosion control plan approval prior to beginning land disturbance. Retain a copy d the approved erosion
con W I plan and permit on site. Contractor to call the NCDENR (a 919-791-4200 to ratify the State Inspector of a
start dale prior to land disturbance.
2. Clear the area needed to construct the proposed construction entrances.
3. Construct the construction entrance as shown on the plans. Maintain the ConsWNon entrance daily to ensure that
mud and sift will not be tracked onto the paved surface. If mud is tracked onto the road surface, t is to be removed
Immediately
4. Construction entrance location may not vary without prior approval from Engineer and NCDENR.
5. Czar the area needed to access and Construct sediment basins.
6. Construct sediment basins. Stabilize immediately.
7. Clear the area needed to construct the perimeter emsion control measures including temporary diversion ditches.
sit fence, and rock check dams. Rock check dams downstream of level spreadere, pipes and ditches shall remain
F -place until permanent measures aro stabilized.
B.
Construct the temporary diversion and sit fence. Tie temporary diversions into sediment basins where applicable
diversions 8 basins shall be seeded, mulched, b anchored upon Installation
9- Bering, gin cleagrubbing, and topsoil stripping for roadway nghts-of-way.
10. Rough grade all roadways.
11. Construct sanitary sewer system throughout project.
12. Construct the storm sewer system throughout the project. Install inlet protection devioes.
13. Construct
verb and gutter and CABC on madvray.
14. Seed, straw and tack areas behind the curb and gutter that are graded to their final disposition.
15. Upon stabilization of seeded areas. See C-6 for Sediment Basin to Bioretemion Conversion procedures.
16. Complete the construction of storm sewer pipe.
17. Construct permanent outlel protection devices at pipe outlet.
16. Upon completion of the project, remove silt fence.
19. Seed, a.- and tack any remaining exposed areas.
e�(/MMfalSEMMEN/BSh4/N
ARM AssEreLr
'C I�.IN_T_RYUMT
pEcrnFn�lr
PVC END CAP PIC'dT
PVC ELBOW PrE Safgllf D PMC PrE
am D PMC PR
PVC END CAP pw tr10E -I,PVC TEE 1/r No a RDw la PVC TEE
,"Dow
_ • BOTTgA SURFACE_ __
END VIEW FRONT VIEW
NOT ro w.Nz rel o acVz
DdfMT
9i1MT
IN0 M fEQ el/RER 1 FREEBOMp�
EMBANNYENT
(VIA
ma / r - aMmr MA -M � O4NmaY
FMANKY 94M 9.lMT
FLM FIM
rofEX CROS"ECT/ON VIEW
NE
PPE 0111117 TO MT ,WEA
Ho .fll-oawro -a
1 / _-
A
L
PLAN -
PLAN VIEW VIEW ` --.-
f__
a (MRAs I-) SECTION A -A a t� �) SECTION A -A
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL
GENERAL NOTES:
M IAIDIN W M .► .M A/aaN.
I d. 1.5 TAKS ME MSDIW STOME 01Mant, aur NK Unts MAN t'.
2 M A WELL -allele U%IN
M6 Ea ETD M Al IIP THE OLHaat swede
To M MNATION or 9' AsovE Tx[ sAXRe s TAUVAM KIM as To THE
red K I "i wNXwNvfa a LES
A ran- stANXET K ILM rAeI.0 atria K OilRlwml M
RIP SAI AND 3011. ro TM
!.F Asea aD MCfON 6 Ismael - RK
AW Fasouseuort.
I slz - AID "Kase res Ac . wD-ws.
5 PIPE OUTLET PROTECTION
D-04 SCALE: N.T.S.
QAS7 07" .9w)(-.A/A)TS
1. ass. PW ask sip the vw hid, ftv saa albaerf a.1 Nyeflein ad rosy mot Rem. d seAxe ad mrtdrhy hill amnio of a"m mins, any
aradp/e a spa. or H Pgadi III of dpcfbhak mdssi to fed Msyebf daps" vee Roca fsgavy se6msef ombd neaa,le bind. eoM m msMd
2 Flan ftd N led id b Me sMaMroaf k ill or roof; wad .watoEvL alalic mar., and oH%s dpcfbaM, mohid Pica N, N A Aft mf b weed
9 -IN% any, -.I. corpacf it Ov N fed lesuinew 6 ecm to abs, b rdab hl
3 94. fed DOW to fed *-fhd *-..I x pissol fed st" Mrkr Mon sNLFg to fed and by Mcaror,q a Oak. Pd under to A.- a poAatA a
Aw ast ar .Nb fed sb,- of sae v fills.
d Rom ft. baro' (f)pkdy 4-tW S.WsaM 40 PIC vol an a am, smam maMhtks of igwAbils sof a7 ler ow psNhm nxi iu' .0 mama Pato( or
ousted Dow m be" sand Hee ape Ram He N maf.W vend fed pee � y h h, A byes oto a ani H and, ask vend It, M b d Amy fed
sure aMsfy m fns oQucarf artlaMmsit Co's leaf be table mf to runs fed pile Ilan fed km owfar risk m f ddbt .ion Can_* eine- fed n!e
Pam a mission, dip"
d 2 hof of mryacfN bald ow fed ppe pLdy bets sodq d site aob.cb'wr'Quonset in m row OWN be ppe cmd,T Of
hatill by mtlrq d bask HeagA He Mm nes fed leAaeFhnf k mrpiNa
S AasrMY fed aMohr AAmhq HP, m.Wkch,ss haludims v m al¢+Pled
A Lay ft amsdad .Aimee In fns Dations of Ne bad% elft Bre Aealr aid d ft IM of rAr bard poo Atrarh Is, AtaM art to N, bard war .d ppifvr
M, idsanir o%w its -led pH or arpat a% an to affect o wry, to He shnner and 119 to its, its d N, bode. RM .i be .wed to Per fed
swan. b ft iab to, nahistaaa
7 falMr apr/wp -had fed Aaiwy A LrWbbed Har b nit Pedes mtarf pnntM Ne oeWs%ennf d phnad aleaHalx Pod4 Maga .MM m0 mbar"
ad eaT lord Trym as aRkd fo b1e srreMM1d rysatbr d bit aWwy Ns aplwy aladd a Ard ask AmAerd plmfk a hPe'n dak lederM "" N,
Abk and by .tic and fvq ats,� b mor He batten and asks ad 'dad sero Hhe fry d red dun b mdiafg A a bWdL 7M sagr may M wed e16/
6 -red sapb o ahs red hark must W bq swell fo mfmd Mw He etas and ed mb aaNe PouH red esft d Ne nbk mmr Dc ave picW
not pined
v apYtzA oftsaer wN run 9d uedi fAe A.Vic H bed bgbl d IAe Ab4 a hwNdnf b fed lefh btgft d bit yliwA m/roM acfbq ,p.rMy He
a pW. Ham mry b wed Re yps sdb (sJ a add a r ry He oe. r: a� I w n, w . aawd u. ask, ar nilk sa,. ar }pv .ry,
and anw d
fed nbk h a HsKl .inn aryvn a pre
n iMtr - AiWvgs sate hb ftr bode h d mane, ro pewnr sosaL u fa%raay sAps Ada . dw.aae .rb1 mHd pofecdfar ro drat andinerf-bdrr
rats fa Ifs yep. and d fed pad sp s ir}�ow Hair Ery ,?ubKy
A FiosWr mrbd - Cossbrxi He aFeM w Nay ft. akh.Od vAe midald 0ihsi ss,/ wfs owy ion% bur sem Caryd,fs fed adaAnaPI bsAre ft,
e deed Sfdwee Nr snvlvxy .piny oraaMnmf ad d dM asfubM sem dew fts sea d Ne Rwapd apahy' ir.ndbtdy aR. cvebarbL
IQ ILdd Psao 6aNle a ap.aYed
ll. AM of Ne sechMtr-paadtg .w Ana been, Pamms 0 doubi mmM f abmhs, W d IM msfd,W w6rMa S 0 fed ao b bbd .HA Aar
dprhg areas ad ieli pepdy
MAIVnNMtE
kpWi aVh-aeewrf basis of smf sal led ear sodr agiA.mf ( Adf itd v P.aW) rafted 1-1 ad misir h -mal R W asdnnr aif
rate, fed beat b A (staid aseedWA what sedeef a -di led to aAr-W fed Wt of fed Fsf battle M ft, allhws s ask ask w thin ft,
."ZI udnedl H - b -.led t aNd. fed assent ion ft left bash, hit pa awed ft, shwa a fed Ucd ad. she. ,arpf d-
Podq h M Wt- d fed boar duns mf had ,fast fed *it -
Rrpai fed befMs H Rey she dooki Rralola be ba/ill. H Inner h aodq Ledwneeft a pond HMR
/f fed dress. h called Haft thin ad fi se b was In Nr boir, lady pining of N, rep d mal, ft A- bin W led don and aabelp it. d*m
W rmbs ask. R Hoa Mm nd .o# Ri fte es- ler b Hw abs of He bash and relate N, Obi Al. ask ON, oifc, Irak fed atimra b a
H R k bg,4 H aA ranee N, al"
H she aarnr vin or bora poo s dogpa ft snb cm be read ad In, oerfrvclhT dead Haft o Punbil swine v by Asti aN wfei Be con
ant mi fed alk, bsbs nFs'f}zMy fed admen.
alsot Ne Asti bred .piny b dmaale ad undo my nailed reds sift tbk bef ryms ft Ai .WN of fed apnay out` Ne adoAehi puny,
.d mMf b soabh damlW and -Vld file srrbaM7Mhf b PI and s%f enwit III of nsstvy, nada hrMdaay Rnaw of bas ad lifts
din's Aon fed Athms and pod Sam
ne iq MOW car rwR h ke fiel h fed link Slee sp e:d panlEWw sadd b. fdn A He ahfr to isinew in, ism- Ilan PsgPq wed ks
Maintenance Notes
1. Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without
applying temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed oreos as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
4. At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until
the next day's operation continues.
r rrosv
it �[
u
TEMPORARY PIPE
4 INLET PROTECTION
D-04 SCALE: N.T.S.
senw7AWr ro asr-rAale
BWWIr H' �
i M.r ao<
mw Leer m awAR
nw�rorms,'-"-aoE oro
1 SED BASIN BAFFLES
D-04 SCALE: N.T.S.
o�trw. e
,ill Clffi f' DAM
Nor no SCALE
V MIN. NATURAL GROUND \
SrgllCfURK STONE/
CLASS a SLOPE
CROSS SECTION \
VEE DITCH ISOMyLIC VIEW
MISE OF DITCH
1' WN. NATl1ML GROLHO 1 --- 12' to
______ _ _ ____ _ __________
ROW-
OPIaNALN YPE'�
CROSS SECTION SSILIITT ------ I I" THI I SEDaaNT
TRAPEZOIDAL DRC_ CONTROL STONE
ELEVATION VIEW
CONSTRUCTION SPECIFICATIONS:
1. Place elan to the IFw ask dkrrubns mewl in the pillow an a Ater reeds
fail daiun.
2. Kap me sada sawta nanwa
section Most 9 inches below a-. lova ,nae ted
dam abuts the cd
hannel bas.
3. Wend to
ane at Iwo R 1.5 beyond the ditch balls W kap overuse .ab. Fran
undwcutling the dam .. it .-.is. Urs donnel.
{. Sat w nq W~dams to awae that de elsvatbn a the top of the,loser den b
Its
.erre is the bac elevation of the ux- dons.
5. Pratt ane Mains dosMream hen the awes meek dam. o -e in, that sat« coed
now ma ... nd me nom.
e. Mose,that ilea cnan.l noon above W moa vp I - dam M .aero.
7. Ensure Dalhannel pWnenaaw. h wlvwt mn
tc.s below hawme
k do, an not
.wbjii to damage a bbckag. ham displaced she stones.
SEAL =
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