20200122 Ver 1_More Information Received_20200308

SYnF.
Staff Review
Does this application have all the attachments needed to accept it into the review process?
(-- Yes C No
ID#* Version*
20200122
Is this project a public transportation project?* C Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
C
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Wyatt I brown
VUio is subaitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20200122 1
20170001(no dashes)
Project Name: NC 96 Keen Road Sewer
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Johnston
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
Brian Leonard's reply to COE questions,
72.42KB
comments.pdf
3. Stream Impacts Revision.pdf
534.23KB
SO-TITLE-SHEET-1 1 x1 7 (1).pdf
232.73KB
S12-SED-EROS-ENVIRONMTL-11x17 (1).pdf
2.68MB
S1 5-SED- EROS- ENVIRONMTL- 1 1x1 7 (5)1.pdf
1.58MB
SPECIAL-SHEET-S15B-BUFFER-COLOR-11 x17
1.54MB
(4).pdf
SPECIAL-SHEET-S15W-WETLAND-COLOR-11 x17
1.49MB
(4).pdf
D2-SEWER DETAILS-1 1 x1 7 (1).pdf
373.45KB
Only pdt or Iv17 files are accepted.
Describe the attachments:
First upload Brian's answer to Chris' questions, comments
Second upload is Stream Impacts Table breaking out rock ford from rock stabilization
Third upload is revised plan sheets
Sign and Submit
i F By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

Brian Leonard, PE comments to Chris Hopper's 2/27/20 email are in red
1. The 'Typical Ford Stream Crossing' identifies a 9-foot maximum width for the permanent
crossing. However, the permanent impact listed in the stream impact table and shown on
Sheets 15/15 and 15W list 20 linear feet of impact. Can you clarify and make any updates that
may be needed to the application/exhibits?
As discussed, the 20' is the permanent "maintenance corridor" which includes the Sewer Crossing as
well as the Ford crossing. We've typically included the total 20' measured along the sewer line as a
"conservative" permanent impact along the stream and to be sure we've covered ourselves on the
401/Buffer impacts as well. But, as you and I discussed, from USACE's perspective (which should also be
the view from the State for 401 certification) IF we're NOT installing rip rap in stream for anything other
than the Ford Crossing, THEN the only permanent impact would be the 9' Ford Crossing. But IF we ARE
installing rip rap in the stream after sewer backfill, THEN that would need to broken out separately from
the Ford Crossing (mainly because of the way staff has to enter these impacts separately in their
database — even though it is all considered permanent). We DO indeed show rip rap on our Sewer
Crossing detail and feel this is a necessary measure for stream stabilization after
construction. Therefore, in order to keep the total impacts the same as before, we have now broken
out the portion along the stream for the 9' Ford with rip rap, and the portion for an additional 11' of
Sewer Crossing with rip rap. Please note, this is measured perpendicular to the sewer line itself; so for a
couple of the upstream crossings that aren't quite exactly perpendicular, the actual linear footage along
the stream might be a little more than 11' (just in case you wonder where the extra stream impact
footage is coming from). But the bottom line is that it is still a 20' permanent impact (along or
perpendicular to the sewer) which does NOT change the total permanent impacts along stream from
what we showed before. ADDITIONALLY, I have updated the Typical Ford Crossing Detail on our plan
sheets, AND I've updated our Sewer Crossing Detail so that they both illustrate the Ford Rip Rap and the
Sewer Crossing Rip Rap and they cross-reference each other.
Stream pump arounds may be optional on intermittent streams if weather patterns are
favorable, but on the perennial stream it is more likely to be necessary. Please update the plans
to show the location of both up and downstream dikes for stream dewatering and pipe
installation, and refer to the pump around detail already included.
Per our discussion, we have shown an additional impervious dike on the downstream side of each of our
crossings. At the upstream tributaries we have a label indicating that IF high flows are encountered,
then the downstream dike would be necessary.
3. It doesn't appear that all landowners have signed off on the PJD request; is this correct? I would
just issue a permit without the PJD if this is the case. Please let me know if this is okay.
You are correct.
The second comment is intended to benefit the project during construction by making contractors
aware of the measures. Construction Details are often the only reference they have with them.

Thanks — I'll begin the permit verification document as soon as USFWS responds, but hope to have this
out to you within the week.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. 35

3/8/2020 New Submission
Addendum to SAW-2020-00068 Keen Road Sewer PCN Submittal
❑
Reason for im act (?)
P
---
�.',Rock Ford 1(Crossing
3b Im act e*
_ p ___ ��c-YI�
- —
Permaner ♦
T of im pact*
Rip Rap Fill ♦
3d. S. name*
_ ___ _ _ _ _ ___
Stream 1 l
3e. Stream Type *
?� _ _— ._
Perennial ♦
3f. Type of
Juridiction* ^
Both ♦age
3g. S. width
(feet)
lenimpat
length
9
Qnear feet) —
S2
Song 1
ewer Crssi
Pe rnaner ♦
Stabilization ♦
Stream 1
Perennial ♦
Both ♦
r1 1
Avera a feet
g { )
(linear feel
�?—Ocl
Ford 2(CroSSing :
Permaner ♦
Fill
Rip Rap Fill ♦
...,........�,_
.Stream 2 i
ent
Intermittent ♦
Both ♦
2 i�
9
J
i...-
i.
Average (feet)
(linear feet)
:Sewer Crossing 2
Permaner ♦
. _.... _...p .__...
Stabilization ♦
Stream 2
Intermittent ♦
-___-.._._
Both T
i
2
14
Average (feet)
(,,near feat)
ROCk Ford 3 Crossin;Intermittent
( g�
Permaner ♦
Rip Rap Fill ♦
3
�a:m
♦
Both ♦9
_
� w
j
Average (feeg
Qinearfeet)
S6
rdroSSln 3
Permaner ♦ j
Stabilization ♦ '
Stream 3
—._
Intermittent ♦
_ _
Both1116
—1
Average (feet)
Qinear feet)
s�
Sewer Crossing 1
g
fT.mpwan--♦
Dewatering ♦ i
ream
Perennial ♦ ',
Both ♦
[Average�fa�et)]
ail �
Qinear feet)
S8
�SeWer CrOSSIng Z
Temporan ♦
Dewatering ♦
Stream 2
Intermittent ♦
Both ♦
r2
1
ILAveraga
(feet)
Qinear feet)
S9
_._.,
!SeWer CroSSing 3
Temporan ♦
Dewatering ♦
-
JIStream 3
Intermittent V
oth
I
i
Average (feet)
(linear feet)
Add another impact
https://edocs.deq.nc.gov/Forms/Pre-Construction_Notification_Form 13/21

3/8/2020
New Submission
** All Perennial or Intermittent streams must be verified by DWR or delegated local government
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
68
3i. Total temporary stream impacts:
125
3i. Total stream and ditch impacts:
193
3j. Comments:
On permanent crossings rip rap is placed flush with the channel.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
ta. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: *
https://edocs.deq.nc.gov/Forms/Pre-Construction_Notification_Form 14/21

CONSTRUCTION DRAWINGS
CIVIL/SITE DESIGN PLANS FOR
NC 96 /KEEN ROAD SEWER EXTENSION
I HOL TS LAKE
HOL TS LAKE
S2
116? OAKS � 1
'JOHNSTON COUNTY
VICINITY MAP y
SR 1182
SR 1J5D
e
sp GSA RR `° c,
SR 11ssRO✓ECT
OWNER -
TOWN OF FOUR OAKS
304 N. MAIN STREET / P.O. BOX 610
Four Oaks, NC 27524
CONTACT Barry Stanley
TEL: [phone] (0)
EMAIL fofdcarl Agmail core
FOR TOWN OF FOUR OAKS
19
MARCH 5, 2020
1 /10/20 - INITIAL AGENCY SUBMITTAL PLANS
- REVISION A 1/16/20 - ENGINEER'S CLARIFICATIONS (ENVIRONMENTAL'PCN' & NCDOT SUBMITTALS)
REVISION ® - 1 /20/20 - NCDOT DRIVEWAY COMMENTS & ENVIRONMENTAL 'PCN' SUBMITTAL CLARIFICATIONS
REVISION A, - 2/7/20 - NCDOT ENCROACHMENT COMMENTS & NCDEQ EROSION CONTROL COMMENTS
REVISION A,- 2/7/20 - ENGINEER'S CLARIFICATIONS (UPDATED SURVEY/TOPO, EASEMENTS, STATIONING, ELECTRICAL)
REVISION ® - 3/5/20 - US ARMY CORPS OF ENGINEERS "404" PERMITTING COMMENTS
SHEETINDEX
SHEET TITLE
SHEET No.
NOTES, LEGEND, AND BRIEF SPECIFICATIONS...................................................................1
PROJECT OVERVIEW MAP.......................................................................................................2
"DOWNSTREAM" GRAVITY SEWER & FORCEMAIN - PLAN & PROFILES 3-6 - 6
"UPSTREAM" GRAVITY SEWER OUTFALL - PLAN & PROFILES7-8 - 8
SEWAGE PUMPING STATION SITE PLAN & DETAILS (Ind ELECTRICAL DETAILS BY OTHERS) ....... 9 - 11
SEDIMENT & EROSION CONTROL PLAN & ENVIRONMENTAL IMPACTS PLAN.............12 - 15
DETAIL SHEETS.....................................................................................................................D1 - D7
FINAL DRA WING - FOR
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION)
SEAL
025487
92�cINEc,R�=�;
BRL ENGINEERING
& SURVEYING
112 East Johnston Street
Smithfield, NC 27577
w briengineering.com Office: [phone] NCBELS Firm
brienglneering@e"rtbllnknet Field: [phone] No:P-0313

-CIFS fi, 11.1 GROUND STABILIZATION REQUIREMENTS Brans Sc uc°co R�.av S. u>w P
e (aE mOSOxxpciuLs> \
N
FOR BRIEF SPECS PERTAINING TO
OVERALL EARTHWORK CONSTRUCTION,
A -, I
lhj,
r1 ul5 e /aja tl a t o atltlt. a .so oe_ .t. _rt 9tof eg e pacer. see ° I e 11c p fmt.,v
SEE BRIEF SPECIEICATIONS ON SHEET I.
rvp
TOTAL DENUDED AREA
ZE 5.30 AC
el�Fvr-1D l r1 ( IIt,In is
/
�SmExi "Dm NAY y RY- - - - - - - - , (� 1— z) FINAL DRA WlN - FOR
�D(�WRI �.. �` ° ' x��® REVIEW PURPOSES ONLY
(.A. "°" OF
`° RMN°" `) (NOT RELEASED FOR CONSTRUCTION)
EnS'NExTAB (RUAI 1.FORD TCA AALBG BE u9ll BW TE1PCLEµ Al `001STEFREE aFICEaN CA SPROR
1PTACE
FOR SEVFR CRO55Ixc SHALL EXTEND
.AT. NAT ISO.T NO MORE THAN
/ / / tut cwsr ) - -- -RRn ET L FOR
- - EVFR PIPE. (SEE 9EPAAn1E 11
15 M.%, 1 m PEAPMODAR i0 9
SfifA mmq (SEE PLAN ) nc & RP RM TIRE)
X
FERN FDROAcxt"`GDE7DNN (SEEALSOEROSOIN DETA Ls)
TYPICAL SEWER EASEMENT SECTION mP n �iIPI •� REDD s .", RP �P go
-ow w.aL41lBIOW.
B. w 1 AND IN ACCORDANCE NIRI CURRENT NCONO GENERAL AND ENVIRONMENTAL IMPACTS & (SEE ERBSON DETULS) F
cDNsmucnaa �E1 (ACCOI) "AT`- CRO`SSINCSR` Ca II befofe you dig
c NO SCALE ® TYPICAL FORD STREAM CROSSING
°"I '9a'5° "°' 1 epO SITE -SPECIFIC CONSTRUCTION SEQUENCE FOR EROSION CONTROL
I ,u I -e P. P. �npn e c1 NO SCALE
SPECIAL NOTES FOR EROSION CONTROL 11'. olaam approval repro NC DEMLR sealmamaupn &Eroelon comrol. CONTRACTORahallnoufy NCDENLRat919791-4209tonoufyofprojectatart Upandtoarnem,lepra-conetrncuon
m N., Phe,
to anY Iona dlsturbinfl I-Ity.
1. PDES GENERAL STCRMINATER PERMIT REQUIREMENTS: NCDEO Ero.ion C°ntrol approval now requires Separate PDES Construction 2. Install conslniliion enlance s a exi n NCDOT roativla and an herlocalions as intlicaletl on Plan: includin Iverts as re tl vnlM1 headllail ditches and
appro rellParmltting, for ronsttucAon sties tllslurbing greater than one acre. NPDESrequlrememsonconmmmlon sllassnall ba In ec H.nca.vllh the () [ sli fl 1 yot g ant' Permanent or temporary ai quire
tlownstream cI kdarns.
ondltlons of NCDWR General Permit NOS 010000, Induding self monitoring and reponing (refer to NCDWR webske for adtlltlonal Informatlgn related to iM1ls
Brat a TEE CONTRACTOR. on behalf OlEe ONINER, shall implement all m including monitoring, as reeuiretl by lne General Pennil. SEE gen p nnil) 3. IN OPEN AREAS, install siltfence, sill fence outlets, antl any olner perimeter tlevir...... pproved plan. Also,install CM1eckdams with weirs alponcenlra fi,d. lecl oullels as intlicaled.
easures. 1
CONSTRUCTION SEQUENCE- ADDITIONAL NOTES
4.IN NIOODED AREAS, begin any clearing &grubbing orindiNtlual free removal as necessary forconstuclion. Do not exceetl limits ofmnslnic±ion as intlicaled. // TEMP.A' EDAM AS -TI (TIP)
2. SEL IN GIPS ECTION REPORTING: "addltlonto weekly Self-Monitpring Reports(as alreatly required uldl, NPDES Fel tting-see above), the Then install devices described in Step 3 above. / ` &EYCAVATED STORAGE"TES-7" /
Re
CONTRACTOR, on behalf of the OWNER, sIMII also malntaln seNGIpectlon Reports afters ellf l bases of I-MILatle, et emslon control de -I refer to
\ PFI rxls G T /
v p
NCDLRwebste foradtltonal nfornalon related to lnsreu n SEE CONSTRUCTIO\SEQUENCE ADDITIONA�NOTES q --SEE FOR GRAVITY SE VER&FORCEMAIN CONSTRUCTION, REFERTO BT elSM1 7
NOTE Th II M1 I ri d h h d h Iced aril
P l - P y P la P P 1 P ®
3 PERMANENT DITCHES Ir, dive P ith t.ION e Roads de imt, Fl &the p.Dtcnes Pernanenld.d Ill ro OR the
Ian ma be
( sP ) P P P 1 omPacled' d' hj .h h R PP ll \ d alad9 d' 9 h 9 P. d P I .h 9 d' 9 I I.h P P dP P 9' r
cled,°lolly asatemporarydversonrlllime nporaryseed rag 8lnng(andine the i,en[d[CEdditlNmellber),Ped p.dir, ntdtchsec0on nal sePaa!eAepuenc ghelpwloPmp'rgAla.'ons'[e). All sellrerpip. . hxcava.gnsh lib 'laccordan wlh curre.'du./Alardards lgrduc. le'mr pPeand PVCPA. a dJohnslon / 1
bInns tilled wlr to th q (- I 9 e t . ..ding ). E tnerway .g Ild !lac p rid h shall be cleaned of Bed merit and Caur ly star dams.
she ealseeded to lE d A � 'fled. I fi - I rat geed n end An I a� be re. a era. /
P P -P N- q 1 qe n-/ n
6.I , nofall serer a,de td catby Elan EE ro corridor. CONTRACTOR Snarl enaeavorte lace excavateds otls °,then s am sae ofirencn
rv1PORARYLINII, l INPERN.nNENT thin ES Ar,p Tl, Riling I, Temporaryln rags (wren requ red npername I d tcle.. exca at on o IPPnq IPpurte]encesA q IP 1 p p P ire 1 1
P.
Ad
II
on permanent slopes, unless Feld condlons citrate othernr se., dos approved by ENGINEER e
L.
rlther Anal areas ma be Installed In rnn'unmlon wllh lam o eedln or later vAlh Anall a eedln de endln o rurllon schedule�bul
d. ) Y I o raryrs ND re rmanem a 9( P 9 n censl co ct /
"I"Pe outer railed area shall remain noneroslve durin r 11on AND final dllcM1 or dad area shall he eslaNlsned vAlh a amble rowlh of
9 9 9 9 ®G.Inne I'd MLIN h ape con,11191At street d fpl,,, I rings,, Pc 1dd1p1 ,O ), IIl1HUIII Pail Toll or other sl - A. hind cared forconstruction
Anallpermanentgross. In somecases adtlltlonal Ilning mat besrepulretlrostablllze bareareas poor to finalacceptance. and Install Tne fordIl,thenHeon thedmhe PIP. IsMe of pipe rn CNon. Plan Installtemporaryumber...d Iucllon matsacross thesefordcroseings.Then InstallImetely dike th
upstream stile of pipe cons1ac11onrodevrelerthe pipe ronsttucPIP area.CONTRACTOR may opilge' Itlasernntll11II gdike atdovms N.. Me ere neetled to cram. tPle-Ivaler l'
S. FINALIPERMAN l,_SEEDING: See Erasion Control tlelailsls edfiwlions forall final a and a osetl forlM1is Bile. p Ip nn.gass areas g ssrypes th, de ruction area. Use bypass pumping only if necessary accoJ.deU,, s be Aevl:anduse filter"bags'at tlovmmream tllscM1arges to prevent erosion at the pump discharge. Aner woriAng area is
Te-I.Miv IIII). e-i-ayneedNIEERKl ding tMel BIdreseetled wild pennanenlseetl (unless overseeding willallow forme desired:tondo! app b-Irelyd...11d,IndI,ylpingac pHrhpleamortlltch. Undercu I& lkFlll asrequlretl. Immetllatell' afterbackflllh, Install rip rapslopeprot del, alongsg old or tll[CM1aslndlwtetl. / D
pennlfinal grass). Coominate with ENGINEER regaMing final seeding mix GooMinate will ONINER if sodtling specific areas may bee tlesiable altemafive Remove lmpervlous attic antl any bypass pumping equipment. YYM1en access is no longer required across stream or tllhM1, remove iM1efoN oroMersiream crossing and recnnstmct bankslslopes
m aeeain .
9 with rip rap slope protecfion as indicated.
TAIL DITCH TO DRAIN AS REQ'D
uss pnc aruissHssr /
]. Complete all other construction of piping & appurtenances as spedfietl. Pick up It Step 14 below...
® AODITIONPL NOTES PER NO Lantl Quality Section...
FOR PUIMPING STATION SITE CONSTRUCTION, REFER TO STEPS 8 [Ern 9...
• Thc f,llowin st be tic t III the E&SC Plan HI been c1 led eutb Land Q-1it: Previous 30 tlas of self ins c tien recalls, rain a 8. Excavate and install vretwell antl any man 12=Ndr otM1er appurtenances requiring deep excavation. Use pumping or.11 points as may be rIq.i,,d to de M, any deep excavations. Use filter 20'x50'TEMP.
g nu p Ind
UPc u y L 1 P c' g ugc /
"ba s"at tlischar eentl o! um sANDu stream of silt lance euAets to reventerosien at lM1e um discna e. AnerwoM1in area isa ro Natal dewateretl. instal manholes or otM1er CONSTRUCTION ENTR NCE
approval cenificalP-I-,end NPDES Perrot. Failure to mamGin lM1ese on -site violates the NPDES penniL 9 9 P P P P P P 9 9 PP P Y /
germination sea.on. ,n and nfdvI. Ga..Ith.pes and Al, hev.nt B.Illi ht vntIf rolledtiv. II-ddeproduct it completed oulsitle eplimuin appurtenances. Untlercut&backfill as required. coPnaucn'Y access rpl asresnM / • Mat Slopes in Summer /
men wfelity N1,,,eafe-Ay netifia re .taef48tempf vee andp iN
• ph Hours Notification:Lands,t.snail b.formAF nolifi.apa min mum of 48 hours at 919]91-d200 to hart afro sla aandtoschedule Pit.FIgi- d,dgM1grth-Hnd earthworkoper-attars.bring, thiI IthmaleddII I.yo th gradesand m.N.,ningtlrainage pattemsingeneralconfonnance nitE theproposed grades Forpermanent
y / fY p jeer n p tlitcnes tludn srspga sit -re io�v lr /
presonstiuction meenting prior to ant' land disturbing activity. 9 construction, see Gpetlal Erosion Note 3, lM1is sM1eet. Install any other temporary erosion measures where indicated on lM1is Plan.
• Permanent ground mverwill be provided.,dll disturbed areas within 15 wor1i days or no more than 90 cdI.d.,days(whicneveris snorter). 9"MIN COMPACTEDno C��
FUHnermore. groundceve-All be applied p.,condition ofthe NPDES permit Orin critical.-(i.e. sings), A the end of theday. 10. During grading, cneck all all erosion control measures at least once pervreekand after every hein.11... IF(r.f:Sp.,iIl Erosion Notes 1&2 this sheet). Piece temporary seeding in denuded AC DRIVEWAY ACCESS in
• All Erosion and Sedimentation Control measures roust be maintained Until ell PIPE red. drainage Aree.snavenbeen A bife.d with the eAlbli-ent of eleas in d-Inc. with the Ground Stebili-tion Requirement, I TO SEWER OUTFALL 1
rattan / permanent ve9e - -
CleanupofpavedsurfacesshallhefacllKaleddyalayerofsand, xreenings, orAnes to he placed by deposldon of any excavated material or use dy 11, Complete rough and fine grading operations to required grades, maintaining su Adrainage pen......hovm on plans, or en specific grading plans. as Applicable. "' 10 r. �vnrrl
egulpme N,hicles.....tared M1h the project t
Any de=,119 on the project snail be e,c pI1,hed by use of a ells bag. 12. Construct any other water...I ors arm drainage pipers end appurtenance. es indicated on plan. (This Step may be perforned in conjunction Mtn steps 9-11), ra pEvrsora 0
18" RCP DRIVEWAY A.1pq°O
PROP DRCIiES/SWALESarid WNOS 1G,I.BlellfinishIadeEamsurtaces:InstallcompactedABC -et-Ben.-Iti-II,pavedsurface.accoMing te plans, CULVERT
PRDP. DNa/SwALE (RDAs DEMInOR) 13b. InstallfinisE gadesonsurtaces: Spread topsoil in areas wheregass seeding orlandscapingisproposed. Shape and seed permanentditches or svraleswEereindicaled on Plan. s/ °
cx/Swn1E (W1LEi) AFTER CONSTRUCTION OF ABOVE STEPS... axrv-ua
d.$led an remalnln 11KRIbed areas Mlh PERMANENT eeedln In eccord3ncewllh the HP111PI-P11nl $eadln Schedule At Eroelon Control Seedln SeclflcaAons enulse 1E .Mwc y 9 9 9 ( 9 Fl )�
/Sylp � o
4NG11: 91RAW IENP. t1NING �2EWI1�
5AwvuA ��MM cnMln9lnaproperse1e 11 blendlnlne..Hdln9 Schedule._,'! n31eyb ENGINEER re h,,I I Anal seeding mix Coots hdtA llh OWNER if soddln EEIGI NE ER I
f
—RCIlmfle TAIL, lTHe DRAIN AS REQ'D
STRAW"iETT&.. `eCOn EOux`U altemative to seetling. InstallanyemMon..thli IUI,gg(that M1asn't alreadybeen Instilled)vlharelndlatetl on iM1la Plan. CooMlnate wltM1 OWNERandlorENGINEERIf otM1erareas (Bap. fill ® us nr a'scuo .Fnrxls�x
sloe and tlltches ml Mee ulre erosion comrol mattln due to evidence of erosion oru comin Vreather a ems
P s ) 9 9 9 P 9 P n
4 CABC & 6 CONCRETE 4000 PSI
Teets A.c . ct]50 TR ( )
aiO1clGu*'PER ux nc a1 EDUP.iE
�"%C 15 When areasu to from rem Ion devices M1ave been tom l.ted antl stablllzetl A1M1 an establlsbed provM1h of oermanent grass). [hen the rem devices ma be removed. DRIVEWAY ENTRANCE a N ps Pe ppN_WlA v- Pgrary Y F
�NRN6A/SwALE Honeveii CONTRACTOR shall coots hate et, OWNER antl Agency regain rag wnetner sea rent stooge 1, ces (e sk m her has Mi traps etc) are to be re Waved I ten I. place for future
S SPECFlm Eomebuld ngpngt(rel Spec al Eros on Notefi)Notfy.. DEMLRte sCM p,Ian nspecton prortorenoval olPly sea hen[contannen[tlev ces Upon removal of sea rent storagedevices,novelr11 oa ED anti/
I. REW Rm Diex/cwuE SECTOxS mnetlateN bong surrountlngareastofinsn gratle and seed Ind nulcM1 vnln pennanenl seetlng p6ABCN COMPACTED /
x51FEUP ux OBu`Nn1 E590 UMS"SPE S75 ABC DRIVEWAY&
arm i6. R.mpve amv reman rag temporary.ro. pn n.A.Pre. AFTER PP.trearn.e.ded Area. are..tabl.ned Ana.tAbla.a. cad...nape,Arad..ed All dl.lPm.d area. where a.N ere. are removed, TURNAROUND
any remainng PerH-em....I d.vpee (f anv). ,Id new ben-Il.d
TER. ux�&Dx mUvnS 9E SPEtlf17FD 15 V WAY
DDITIONAL CONSTRUCTION SEQUENCE ITEMS THROUGHOUT CONSTRUCTION PER NCDEO. C V F
9=<ncxs er NPDES requlremenls, a rain gua9a selfanspecllons records, permk, and S&EC plan are regllretl 10 he malnlalned on� site and aaesslble during Inspecllon It is rem 11,1ed that these'IV 4
® sE DiOsax D[Tu15 atDwts Cx DTa Items be placed In a pemnit he at the beglnning or en[racnce of the pro)eeL 1.lAlE
18 The CONTRACTOR shall conduct selfJns ectlons of tM1e emslon antl sedlmentatlon control measures and wm le[e the lollovAn co lea seH Ins Bettors fit rm found on the DEMLR vrebslte ,I
OTHER EROSION CONTROL TERMINOLOGY M1n llda I boutldMMonslener PlJand resourceslaroslon sedlmenisontrollforma Com I Ina P forms ahell be tie d evellable forma Il times. Ills \ ttl
1mPDRAAV ENCAVAIED STdiADE (.pENDE) III
pmm gtletlacopy be kept lnapermlis box'a ) Pete pact on pt ohs lean pact on It M
ADDITIONAL ADMINISTRATIVE ITEMS FOR CONSTRUCTION SEQENCE PER NICDEQ... �A rov"Lew,rea'_ uw/ o sa/"i
1911 April 1, 2019 an electronic Netice of Intern (e-NOT) Yonn is requiretl to be completed in ace dp d­tn the new NCG01 pennining. Ceominate at Pre-consWmien meeting forinis to be HEAD DITCH TO DRAIN AS REQ'D
ompleted, if nItalreatly.
In Em.i n And Sediment Control (E&SC) p.,,,it Ana a C.hif, ate of Coverage (COC) must b..btzi..d before Any land distubing acfitities occur. Tne COC can be obtained byilling etAth.
elect(e ronic NASA of Intent -NOT) farm at d.q,nc,gov OCCI (a, mentioned in previous hole). Please note, the a -NOT form may Doll' be filled out once the plans nave been approved. A copy of
e EBSC permll, the COO, antl hard ropy of the Plan must be kept onelle, prefeaNy In a Perrone box, and accessible during lnspenlnn.
SIZE AREA
STABIUZATON
STARIIJZATON TIME
DESCRIPTION
FINE PRIME
FRAME EXCEP11014S
PERIMETER DIKES,
SWP-Ea. DITCHES
AND SLOPES
7 DAYS
NONE
HIGHWADLEY
R (HOW)
ZONES
T DAYS
NONE
SLOPES STEEPER
THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH & ARE
NOTAYS ARE AH-D1.
SLOPES 3.1 OR
FLATTER
14 DAYS
7 DAYS FOR SLOPES
NR �iQt THAN 50 FEET
NOTH
ALL OTHER AREAS
NM SLOPES AGITER
14 DAYS
NONE EXCEPT FOR
PERIMETERS At HOW
THAN Y.1
I ZDNES
GRAPHIC SCALEGO
¢
0
2
✓O O
ticFyvI�F q O BAD
��mmCe
.O IN FEET
¢m O1
ti
O
N
� C -
t inch
'00 °y0,So, p Do o
w
A
z EE r ¢ ¢ O
5t ¢ TJ a' x a' 3
� o In o o CL o
/ ® TEMP CHECK DAM. /WEIR(TYP)
& EXCAV ED STORAGE "TES-7"
50-.s - W W i, n�
wz m
LU
I / \ TEMP SILT FENCE
CUT LET(T`IP) (� Z
Oil-
y/ TEMP. SILT
FENCE (TVP) \ �/� oEE
6'H6 H CHAIN LINK FENCING \ ilY1 -E
I
WITH NTER WOVEN GREEN SLATS 11
/ FED BARB NENING &TOPRILT,& 0' A a@)
BARB W IRE FOR SECURITY T 20'
_ MIN OOUBLET111 GATE
3�
1
ET
1[I?-rn Dearer
\ 6" MINCOM
WASHED STONE -
OVER ERROOTED _Q�Q Doe F
(n (( SUBGRADE&FILTER FABRIC Do
N
LI MITS OF ICONSTRUCTION, gR1111 ` DISTURBANCE&CLEARING TYP
y z
CD d
Q
Jr.l- Dint./rut P, O E,
AEsv ffO�`_ 2' WhenlbeplIi 1111 complete the Dermktee shell contact DEMLR Io close o111heE&SC Plan. After DEN1LR Informs lM1e Dermlttee of lM1e Droleci close out via lnsDecllon report the permlttee //' A yaw \ ` Ll o TReenav hall vlsll der. nr ovINCG0l roalbmk an aleclronlc Notice of TennlnaAon(e-NOT) A$100 general permK fee Mll be charged unAl Ina e•NOT has been filled out ^ r +
.2xE-m� OeENVIRONMENTAL IMPACTS TABLE `•,
1 L 0 = LO' (MIN) JI
3 3
SECTION A -A
MERE INDIG1m In PLAR Im
not BRI..
3 3
wHD:: IxDI��x� MEw
DR REDNI.I.
OITCx uxixGS
1 L BEGEND FO
3 3
SECTION CC
MERE IDICATED 11 PLAN IM
OUTLET DITCH DETAIL - TYPICAL SECTIONS
NO SCALE
NOTES uo1 ou11e1 Al,h acooming to sP.111.1911. or prosposea oomoursrmen 1111-ob on he Mares, when 9de.-r
iLh
pti
Prp°I)Co�simrA alien a�the�mintmum detpth 111I[81e11 abwa. malUntalnlnq the renl�ImPum d.plx` wnsl-Ing thed1ch
on a s ape 1 at m m cs 1 e natual lemtmtopogmphy. frypkalry uses when Tarot, has porn.. slope In the
Ip cansvuc� dllm o OR
minlmum g.�"y grade UNdeslaPlel, malmalning al leas me minlmum dhcn depm. (ryMrely
nlemin Is Aa1 or leraln slope Is oPPoslle me.1.11on1Jfi troucking 1.19th.
WETLANDS A US WATERS IMPACTS
NO STREAM BUFFER IMPACTS (BY STREAM CROSSINGS and OTHER IMPACTS)
DESCRIPTION SQ FT.
ACRES
LINEAR FT.
DESCRIPTION
SQ FT.
ACRES LINEAR. FT.
WETLAND PERMANENT
'.l IADD
0043
PERPENDICULAR STREAM CROSSINGS
'hl 1735
0040
STREAM CROSSING 41
3' 11.5
0.012
El' (ZONE 1 - PERMANENT)
1,200
0A28
D
."( S CROSSING q2) 220
0.a00
0.00.5
87' 20NE 2-PERMANENT
88"(zONE 2-PERMANENT)
400
400
0.009
0.009
6° (1 STREAI, CROSSING N3) 1 560
OSe
SUB -TOTAL (PERMANENT)
2,000
0.078
SUB TOTAL 5,930
0.136
-
WETLAND TEMPORARY
El' (BOND I -TEMPORARY)
710
o.01fi
'LV] 950
0.022
84"(20NE1-TEMPORARY)
710
0.01fi
^wa^ 995
"W9" 275
0.022
OD06
SUB -TOTAL (TEMPORARY)
1,420
0.078
^w1o^ 40
"YY11"-(Ellminatetl)
AOF
STREAM CROSSING#3
"YY12" (at STREAM CROSSING DOI 345
A(BA
"B2" (ZONE 1 -PERMANENT)
1,530
0A31
"YY13" (at STREAM CROSSING Ill) 365
A(BA
"B9" (ZONE 2-PERMANENT)
105
0A02
"W14"(It STREAM CROSSING DO) 900
0.021
"at 0.(ZONE 2-PERMANENT)
PAR
0A 14
".-(It STREAM CROSSING DO) 1560
.24
"B2EEONE2-TEMPORARY)
326
0.007
SUB -TOTAL 4,900
0.112
SUB -TOTAL (PERMANENT)
2,555
0.058
US STREAMS -PERMANENT
"B5"(ZONE1-TEMPORARY)
825
0A19
".1" R,l STBEAN CROSSING NI)
ON 1-TEMPORARY)
780
0A17
RIP RA P FORD CROSSING PORTION
9
SUB-TOTAL(TEMPORARY)
1,585
0.036
RIP RAP FOR SEWER CROSSING PORTION
^S2" (al STREAM CROSSING 42) (NOT A BUFFERED STREAM)
11
OTHER/NON-PERPENDICULAR IMPACTS
RIP RA P FORD CROSSING PORTION
9
70NE 1-PARALLEL-PERMANENT
N/A -none
RIP RAP FOR SEWER CROSSING PORTION
14
ZONE 1-PARALLEL-TEMPORARY
N/A -none
^S3^ (al STBEAN CROSSING 43)
RIP RA P FORD CROSSING PORTION
9
ZONE 2 - PARALLEL - PERMANENT
"DI
RIP RAP FOR SEWER CROSSING PORTION
16
1"
"BI2'
2,375
0.054
SUB -TOTAL -
-
68
^BI3^
-(Eliminatd
v20
e)
0A14
US STREAMS - TEMPORARY
290
0A07
"Sri at STREAnA CROSSING NI
30
e�4.
S47
TREAM CPUSSIN0 q2) (NOT A BUFFERED STREAM
Ss
Bl6"
C1,4"
0.604
"S6" (11 STREAM CROSSING N3)
40
-(Mlmin3led)
SUB -TOTAL -
-
125-(Eliminated)
"819"
1A40
0.038
US OPEN WATER N/A - none
'B20^
TSS
OAIT
SUB -TOTAL
12,260
0.281
20NE 2-PARALLEL-TEMPORARY
SS
SUB -TOTAL
0
440
0.010
BUFFERED STREAMS -SEE US STREAM
IMPACTS
(to left)
rrovrm I \ of
J °
p
f[o y z
ovo�p v° RESIDUAL PO1E P. TO SOUTH �\� roMPASEQUIR o a
BETEMP. CONST IMPORT AS REQUIRED
EASEMENTFOR STAGING AREA Q Z_ r W Z
PORTION OF PROPERTY TO ru o TEMP SILT(FEN)E nI morsuee�vaneanaNesru J
REVERT TO OWNER AFTERC ..)'° N ��°EEEI�a'00ss I OUTLET TYP Z W d
Rs
1 I W
S -
N I m, '0 H
��eucRw °
EP,�Esr -
/ TE FENCE
FTYT I wre) i I vi O O
FENCE ITVP)
RIPA IA I z o
8
�BUFFE o y
iy FROIvd M OF BANK w w O
Z
CONSTRUCTION ENTRANCE \ ZOr IL m= _ W
mTE_ � 20 ONE 1 .1We o a ca
pN A ZONE II z
LIJ
/rpE„na1 Fp1 � ° QunET ITIPI II Q1 0� s �L
SEWAGE PUMPING STATION SrFE - EROSION CONTROL and ENVIRONMENTAL PLAN
SCALE; REF BAR SCALE SED/EROSION &
ENVIRON. IMPACTS

/Xt,FE, iFN EAsu r FOR O KE/°A11 \ ivP Cu SEVER ® o Y
zs wunnc As �- s oss =
ERosw °Eras \
-ll, FOR BRIEF SPECS PERTAINING TO OVERALL EnSENFNi x Av vARv E (SEE ) i"lx�" °En 1l�
ry l EARTH4vORK 11 TRENCH-DSTINCTION. ivP Gu— — — — — — — AT (SEE N.. °) Kc Know what's belOw. < ` W
I -� SEE BRIEF SPECIFICATIONS ON SHEET 1, N fa (�' LA"s) FNi`( i , CaII before you dig
c
�Ri ""SEA" p •'° "°` (BBEE LAKE) l 111
AIT
oYORT GRAPHIC SCALE "" aNaFE°a n O) — — IMP-SE"°E:> $
H
n SAD 33 pwa _ u ��
zs B'��ZD7 zisEE�ruxE)) R. 1. m F pan alx�c R g
It P1,111H�( A /� ( IN FEET) o �onc s Au BE -AN AN. FREE a BE uEN i � s
N 1 1 Inch = 50 fL r Dam a�LOR�4MRSCw-I
"°xo uuaac moN W g
N EErER RExw cnmxBIT -T.µpps"wia01nsir�0 (EEE SFPARAIE" cn s a 8
^� 's(sEE PLANTS SEVER aEiaL FOR $lVER fA[SS xc B nP RAP ) z x
IS'
m _ �F-��Ir�v.- 3, \ _ _ pEa, anR cn°Ssnc \ z
l l \.CS \\ �eq, "p ns"'s tour°c" 5�--
\ ` \ 1. o�p"" LOw M1ow I II IEEE uSOFEAa9ax °EiuLB) o W z
TYPICAL SEWER EASEMENT SECTIO 1
/"/ w vy9Y� AND ENVIRONMENT IMPACTS ' i�«I"aEitiLs>°° E u w< i
a. a t _-rr.i� r. L 5, wrc r, or / / 1 NO SCALE / 0 ® Ar ui ce°ssncs YY Y
N
d o „ , o , �Io , l" , , s o TYPICAL FORD STREAM CROSSING g
' ` NO SCALE
,E�A�T",EEs �� l FINAL DRAWING'
FOR
\ / IG / \ i �Pp iAR CO.VSECU( ION LIMITS OF CONSTRUCTION, 1 Q n
`• /,/RE;Ai,vP,bv DISTURBANCE REVIEW PURPOSE OIIL'
gi / I B. ISG TEMP. SILT a
/ LS M'x 10 TEMP ANTI SEEP
HEAL KEENE 1 to t0 N
rvP, (NOT RELEASED FOR CONSTR CTION)
COLLAR (TYP) / T.
BCOK 5 9 PA Y Y �1 p m m
9� ,) Fa EE �dalvEw CONSTRUCTION ENTRANCE eOaKIpP N
B: KL Pw 7 i6]laa- ]AM C PW�OM 1 / •P CE JlB \ aAl
.�... "..%L.`,' \ a + \ \ T \ \ \ naB z
VVVV wEreoLu�WAII _
� s � ss r Psr Am° _
O GNAI(ITVS kOD4FALL
S \�� / i� » .•. \ \ TEMP. CHECK DAMS uv/YVEIR (TVP)& soar/. Y K Y G] Z
EO / Pp �.�: ExcnvarED sioR IGE TEST&rEs a" \\ sWr o�v rov ax m U
J^ O en .;N+A�• TEMPSILT FENCE oiiiM eFr 8 \Y
\ zNPE
/ OP r71::; - sE�E PxuM TA Is auner mP) eA I1111°<<ivr"Ma r vuvlre .nnrK,nrvl vwr x, "e w
•����g� '%:nyy�tis5i;;..a:x',,"iN';`;s' - - / a.n_rze� Y w
¢ O L
�.�,,1 :m :k' • ° re=al<xr // / / / / / � . �v � � �" nnr� ' � •. • P q � o v�i o csi a o
fr
/,Bry pxA•Wy i � � � IR o
:.� v W W in c v
°
o � :
z 3�
. ,.: :. - �� - _ems; �- - - - / r �•'7- " h Y
1 d
eoe - \ ' % �'' - \ A..-� /-a.'• _ . �. •,_``sue • \� -c
sE,vA EPUMp sTaTo A \\�.�--.. /�. °© �`� -- — —- °t� " N
HIE PUMPSTATD, sTE"IA,FDreaETA /v\ �! . • . • — —/ ' o LL
DSERARATESKEETFOR ED& \\ —� — — ✓ , — — —
IIESSII avTreDLP11N \ %// \ L c nst . • .. . • . • . • .
. • ••r • ••• ,.••T L,,
/// /z ohs\ \,,. ��.� \`.� ���\ c / �/ •f.• j�•T ,-'% .�, �••••••' r•ri'''_'� •'�. T,' l '.J•• `....✓ �.'
/ `�'� o \ wErzailps•' ••� �•• - � - /% / ••�••,- �-•ti•L .• �' • `.••T•-!' '.9I .� \� `-r•` �y J•�•L•• •. •..
°�B�fzr'''R�R°�'a `\ ��% `\ \� \ �� ••�.`. •.� ./.'-;���"�� � '�. �- -..� - / % ••!'•' •':'�"u'4s• �•y./• - J / / ��- - T � �L!:••A / . � Q dc7
asd BELINEAR FEET(MIN) DRY BORE & JACK ' / / \ —• / / ~ J•• •,�• \'•�• `�
I " ON GRADE" WITHG RAVITY SEWER \\\ \ \ `\ — \ _ 9 ~pQP— J ' ••r ~' {I/ 3d
U NO ER NC 96 WITH 16'(MIN)STEEL \ \ ----// / /� \ _—= \• •'� T••�Y•��•. ••,•• ri,, 3n
CASING PIPE&8"DI P CARRIER PIPE •'•
IA rvcooTrnraaAcxrnrnr a ,MyvwEL ``\\\\ \ \ \ ��B.bL A C / NEL J \\\ ••Y\••.' `` \II�IIIIIaI��N'''.
rv'i aP<,v"
IeK'Pev/rB]Ia°P6+-9411 \ � \ \ � / PLA BO/OX54J8•PAGE J]@ \ \\ T- `.•�•ti�••• �Q�v '`I�i�i'�" m �_
GRAPHIC SCALE
25
�C GRID N�R1N ° ( IN FEET)
1 inch = 50 ft. Q Z ¢ d
V A p83I I O �a y
N P I \ �• ¢
x , o
NFA�RpE KRR� fE 35 ANTI SEEP LIMITS OF CONSTRUCTION,
v E ,o cOLLAR(TYR) A O ri d
SpOA 19 P 5GF 532) / ) DISTURBANCE & CLEARING (rvP) \ TIE I AT INVERT
b��i 6016IIOD' uni s'im - ulrv�'P) / / I' J
\ 0rf NG PIN d E„GRAVITY / .-y - - Q ~ z d
f �� sEW'ERITYP) a"oI,r/�L / / /'-'>l �C / � \ sc Z Uz Z
`a \ sinrn iAK aril / IeI snrsxl/ / mrw5t�r�e�J� uro, n1.111TAICTSEECIao to ,re \ rlexel soorsr"I PKEENEg 5
01 Jei W
TEMF MPERVIOUSDIKESAE RE00 ca pp,Ry PEEg pAGE23I [l u
r`� Q'•f\ \ / / / ' I0 FOR STREAM DE\NATERING & PIPE Q - R�1. A Kp SJ6 PAGE 0�05 Q f1 a
i JR 00R 69. ♦5' Q z
FORD STREAM CROSSING \ i IP 6 0'
INSTALLATION ACROSS STREAM M .SILT HEAL PAIR/CY KEGIVE & \ D® S�RY6Y1, d' O
FENCE ITYPI aEEn soar 3ies�Pa� 501 sss ceoss : s
S / : ) C PlN 18,110 45 5069
\ �0.'. "� a, '1)5� / �B;ac-`"�. .�'j� i�/—/ ®us'co oss wx`i1R \ \ z
{sciyi,vm� Y g TEMP SILT FEN<E wL� O
f`.ArK� ��\ ourLET lrvPl ��e L°rarsfl W
�
-'�vEec'r ''.. \ a,. �lx,u'
.•.!. / \ / .•..K� �. P.r�,e �/ \C - - a ,f egyT14 �, RI x. Bl is
�, " ,. . •.... __.zK /�„/_ - - _ LJ - d0 PN WI"i (s"'6)�'
•a.��n �� / / � — ��'_ n n \ vs api^ -/ ' a • s�� �:: . a \ \ \ �
R
' wrt �
/ 7, J' of ` STREAM ® vpleMAK a'� �. a<<;� —_ _ r`. I 3
CROSSING #1 / / „� /i /— �.= \ �\ \ ,�`'. 4x 'bs z
��// / � �// •� .�. '.�•.. /. •. ��..�• - aY. .\•./wY / \�� // / % �/ / / / / / a'7-�` � .. � \ � \`'�� ,s:alp H
�� -/6 i/'. Y:'':'•.i. : : :: ,yam•%i �\ _ - js% / // Dg\ / C _T,Tvrl
'� p,W- • • l y r :y; . .: Y¢/ / / Foao STREAM raosswG i / / / / / / / / ,z - ''7' G [ 6g9
✓..y` Y //'f / / / / / i / Z+ / B� �T g.w,� PA" Y9 �
: % j'• •% .. l ! X\ / /l'W ^^Ell. RR^.1, 1y / / % / -_ / STREAM \ /- i ,3 7.� a ea!^'BAR 6)•� 66,5 = W
/ • .j % • . // \ Ax°5 D®T eG° j6�, W vz oii
Tf� .'� %.i' i•�'✓ P"wu:. j: j°�/ / °rF�` 1�`"aaar/i /_ / / CROSSING#2 \\ NGpIR+ \ o a r
a , s . nq.am pP / , `\ 1 z
• ' • •,/ �./ . /. = •/ / • ' ,4`f I - \'rB3- - - - es °, r. \ paa�r /C h ,a .b::. • eVT A ep o a W
0 FoxD STREAM exosslNG ,°"i. •• - +: e/ °P!s Oi s rL_
`l,re• T IE
- IFEI-S- L, \ ANTI -SEEP • . 'se,on�• •. ; : ; . • . • o U v O
'/' / J /j/ / / �.•"'� Y $h \ - - i \ 'I wnu xc 4exFM osree.M np eouARs IrvPI - . • eT I Ter ati+a+s �•..:. ; . ; . ; W
l:
f `@• o NNE-s,AR,.I. 7 STREAM Me a. r Irsre{n:TamEUKUEN.c v�
? \ l bus w°°°°" M„ :: ' '�R�fKaE°arP N E.,sE r raR: •.
�a0 Q — — — L osreu_rax o o,eu•=e-ol \ { CROSSING #3 MPl'll,/IQ". ,b`"Irrna s S: ': •. ' Sheet No.
/ r 1 / NEP>- R KEpIE GE 3je \ \ Fr<. f ` B —.V= awsaT - anu : • hd es' • .' ••: ' . d © TEMP. IMPERVIOUS DIKES A5 nEq'D To S
S bJ. PPE 9J7) \Y-''Y a �.✓] pw d rellOBPes ssi, \ {1 I FOR STREAM/DITCH DEVJATERING & 15
GEED 69p0P6j1GG_5a� x\\ 0s f 4y - • • 1 • • •• • PIPE INSTALLATION ACROSS STREAM 1 5
/ N�PINT \\�f .\ % ✓ I ireraAssnuMalrvv-Ise=c'o, iKsra iri
\ \ /
/ / SATTvx,.0, Gp /KSTSllZTr EAnr EN IRON�IMPACTS

IIt, IFII S r Eat OxEi°Aa \ -Cu SERER ® z u
zs wnnna As RE° o s oss W
FOR BRIEF SPECS PERTAINING TO OVERALL M Av v v E (SEE ER09M OEraLS) <
S
EARTHWORK orTRENCH CONSTRUCTION. rw AR ___------ Ai (SEEEoa"R� ) "°
I -/ SEE BRIEF SPECIFICATIONS ON SHEET 1. �� (�'S) 1[iIOW what's I1B�t1W, 5 v
/ N� „x EA" R °R''° "°` E P—Ss)) 1) „ nA. ® Call before you di
ORr GRAPHIC SCALE uA MaTM:��auRn O) — — EEE"aE2) $
H a
T/ NCO a Ewe _ a M
zs a I - B'3�ZD7/� ( IN FEET) c (sxvurvs)) ss s I, or' aBE vBE ,omir_FOR �uu g' , m¢ a Youar I
N I 1 Inch = 50 [L T- RE 3F T s %,w° x° u. mox N
xAr, rao. nnr am 7--E p q� Eat EERIER ERassxc -- Er` Z +
Nkh, Is IEaP caxsr µ BE (SEE S RAM
EEMA IFExat (SEE PEEo"xs) 1 g`Ex oEruE Eat sEvm mass xc a R r Rrs rnE)
91 TYPICAL SEWER EASEMENT SECT10 W
s _ Ra �w ao S �°
" i�" AND ENVIRONMENT IMPACTS ' i « oErtiEE) ^� �� ma
a. a t. _-✓r.,� r.'/ NO SCALE / 0 ® AT ui ceossncs ,1 1 0
N
d o „ , o , TYPICAL FORD STREAM CROSSING g I s
NO SCALE
TEP P�x�PTrATIDN FINAL DRAWING- FOR ®�®
�' d / / / rgno� R�°v, xDTUESHEETs , 1ii
NMNEDFCJNSTRDING(T REVIEW PURPOSES ONLY
i� \ DISTURBANCE & CLEARING ITVPI
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I Cl GRADE"WITH GRAVITY SEWER RE
/
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UNO ER NC 96 WITH 16"(MIN) STEEL b.+ -- / \ \' �t •. r� \\\ 3n
CASING PIPE&8" DIP CARRIER PIPE / •',
111-T
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9Hp PatY ]wl \ I xcsRLbP<cE Ki / LAURA MEENE S \ \ \W �j OEEO 6; Rrt]ta0-6+-9s11 \ \ .0 ]yp °EE° B°OM 5918. PAGE J]B \ T- .'•• �!: 1� fe. %
I � \ \ / PLAT BOOK 4J. PAnE a.. \ \ `• �• . _- �: m �"
J,
GRAPHIC SCALE Y.
: ......gR\P� ,.
�C GRID NOR1N e ( IN FEET)
.L�\\� 1 inch = 50 ft. Q Z
\ \ Pp S3 ( I o
N ; z y
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LIMITS OF CONSTRUCTION, ``,, O Q
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43I Q,
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STREAM DE\NATERIN6 &PIPE 0 N UµA 0aK 5y, P % Q J
,+aa FORD STREAM CROSSING i IP 5 0' d
— INSTALIATION ACROSS STREAM TEMP SILT MELL PAIR/d( KEGIRE & sF rv"� p \ 0®r SOOKI6TII d•
IT I
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f rxos i / / j/ j / — / - U RACE 1' y -
/ x� 5 W —
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\ ANTI -SEEP wi : ::: Ci o U
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yJI C /)Rag Sheet N°.
"GE
pj5\\\,�/ / xe LIB© TEMP.InnPERVIOUS DIKES AS REO'D
KEE E 3,8 f �y ` 15 B
FF�� � f tAnm' Pes s9a]
0EE0 6� OK bl P54 5511 \ \V"�a" a f\ \ \ {1 FOR STREAM/DITCH DEVVATERIN6 &
, 5 1611 \\'k, • A • • 1 ••' ••' PIPE INSTALLATION ACROSS STREAM REF ALSO
N� pINxonssrawrwa T""', ,usu � .. v, PLAN SHEET 15
i
®.r• ICS 11 :I1-11A S-1,a ry sreE,m � SPBUFFER IMPACTS N

TFx EASR r Fat 0 xE/GAx \ TYP Cu SEVER ® z u
zs wRnnc As nE°G�- s oss W
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' i'"� w 1y91 AND ENVIRONMENT IMPACTS ' «mat"aETtiEs>°° E R w< °
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F w -®�®
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EEP / /JEAL MEET/E (NOT RELEASED FOR CONSTR CTION)o
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BOOK 5 9 PA I I
[4tw s�v CONSTRUCTION ENTRANCE eOaKtpP Q
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I "Cl GRAIN' WITH GRAVITY SEWER \\\ \ `\�_ 9 a—J �� • �'••r ~' � 3d
UNDER NC 96 WITH 16"(MINI STEEL �.� \ � � � _ / / > \ _�= \• •'� T•• �Y' ��'. ••,•• ril, 3n
CASING PIPE &8" Ell CARRIER PIPE / •'•
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\ � \ \ / PLAT BOOK 4J. PAnF a.. \ � `• �• . _- �: m �"
W. TEE
U US
GRAPHIC SCALE
: ......gR\P� ,.
�C GRID NOR1N ° ( IN FEET
)
t inch = 50 ft. Q Z
p83I I O O_
NP <
NI�j.UF SF KN9 N���5 ANTI -SEEP o
1a CONT STVP) LIMITS OF CONSTRUCTION,
`\ PpG£ }2i I DISTURBANCE&CLEARING (TVP) TIE IN TO EXIST . Ll oz
BOON N' S��S u'Iuwry ro / SSMH AT INVERT Z LL
GfLpr apONE)Ip0- li W
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rot um, arsxEn M/o - CN K E 40
�`� .\Ns •n /5 ` I MP.IMPERVIOUS DIKES AS RE40 cD PpTNI KEEN pP3a [l a
FOP STREAM DEJATERING&PIPE 0 \ N%µA NPy STB9Pt, gjp5 Q ¢ a O
FORD STREAM CROSSING IfJ S0GNN 59�I0-65' LL
INSTALLATION ACROSS STREAM M I NELL PAIR/b( KEGIVE & \ s
1 OEEO BOOK6711015- 501 srs ceass „
FENCE(TVP /tar pN PipNd O W o Z
i�
/ - ® C PlN y 181110 95 5069 tP
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uj
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-
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STREAM CROSSING a: f. •: :,• i R vi
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\ a-:.P�.M cOLLAxs rvP "c 1 B wa+s
STREAM r Me r xs TaN<uENTs
�" •n' �\ l/s°°6L°sr ° N•.';t :' CROSSING •op)1 .mRFoa6 NrerelomT(Roslo,o.: .
Sh..tN°.% NEB \ �� Q QQ� . Q ,anwuE uxcE ..ww - `0f \ +` • tDNT E A,SrxEArN/61x: rnassn,ss .
NEN11NpEKFFItppGE j5 \ \ F� f / xe c fU - x�nAxOs •• •• ••: ' • I TEMP IMPERVIOUS EIKE5 AS REQ'O 1 5w
P54 55ZI LV-�a" a f\ \ \ {1 FOR STREAM/DITCH DEVJATERIN6 &
i �'.f • '✓�A • • 1 •• • ••' PIPE INSTALLATION ACROSS STREAM REF ALSO
N� pIN d �` �r / ✓ 9,rnssraM1-11r=°',r, I,osren 11-1 PLAN SHEET 15
i ®xT•vx�,Ns:Irvaq wflT�„°a,xuo,•°r,nr •••'•'• •:•..:• :•:.: ..:::
SPECIAL COLOR PLAN
\ \ •': .' • .• • :• • :•• •'' WETLAND IMPACTS

COPOLYMER POLYPROPYLENE
PLASTIC M.A. INDUSTRIES
C*
MODEL PSI-PF OR APPROVED
® EQUAL.
9M'
Y' 3%-
POLYPROPYLENE PLASTIC STEP
NO SCALE
REF: _NSTON COUNTY SIDS,
HAND PLACED
DENSELY COMPACTED
BACKFILL TO t FT.
ABOVE TOP OF PIPE
KT%04%-w:jW!
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF P[PE BARREL
NOTE:
C-900 MUST BE USED FOR
DEPTHS OF 14 - 18 FEET OR
DUCTILE IRON PIPE AT DEPTHS
OF 18 FEET AND GREATER.
HAND PLACED
OENSELY COMPACTED
BACKFILL TO t FT.
ABOVE TOP OF PIPE
MINIMUM STONE
EMBEDMENT VABOVE
PIPE. GREATER IF
REQUIRED BY
MANUFACTURER -
BEDDED PIPE -
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
M
AIL
UI ' + O.D. MAX.
12
l2' + O.D. MIN.
ANITARY SEWER
(0-10' DEPTH)
PIPE LAYING
CONDITION 'A'
r D/2
0/8 z3" +
' + O.D. MAX.
12
t2' + O.D. MIN.
SANITARY SEWER
(10'-18' DEPTH)
PIPE LAYING
CONDITION 'B'
PIPE LAYING CONDITIONS
NO CALE
REF: JOHNSTON COUNTY SIDS.
NOTES;
1. AT THE CONTRACTORS OPTION IN LIEU
OF FORMING THE 120' CONC. SADDLE.
8 EA. R4 BARS VERT. A STAINLESS STEEL PIPE SADDLE MAY
EQUALLY SPACED BE PROVIDED.
12'
2. SITE SPECIFIC DESIGN CRITERIA
k3 BARS 2 SHOULD BE CONSIDERED WHEN
12- O.C. OE SIGNING AERIAL CROSSINGS.
3. PATCH SNAP TIES.
3•
4. CONCRETE FOOTING SHALL HAVE 3/4'
CHAMFER EDGES.
5. REINFORCING STEEL AS SHOWN IS
ANCHOR BOLT DETAIL
SECTION A -A MINIMUM ALLOWED. DESIGN ENGINEER
SHALL COMPLETE AN INDEPENDENT
STRUCTURAL ANALYSIS ADESIGN.
BASED ON SU BGRA OE ANALYSIS LOTH.
6. TWO SPIDERS AT EVERY JOINT WITHIN
CASING PIPE.
4'-0'
]. ALL JOINTS SHALL BE RESTRAINED
0.0.
Y' K 2' S.S. STRAP JOINTS BETWEEN MANHOLES.
Ye' S.S. ANCHOR BOLT V/ PIPE
3' PROJECTION B NUT
W/ 2!¢- LEG
9' EMBED INTO CONC.
B.I. PIPE RESTRAINED
JOINT BETWEEN
MANHOLES
PROVIDE 120-
L
MIN. BEARING
k3 'U' BARS 1 12' O.C.
2'
STYROFOAM PLUG
VARIABLE NON -SHRINK GROUT
8'-0' MAX. SEAL END LOWEST
12,
(BOTTOM OF PIPE
MIN. t' ABOVE A A
25 YR, FLOOD 12,
ELEVATION)
1'-6. 3'
MIN.
3I IF�
12' �+{ 12.
6'
I�
FOOTING
12- 12-
REBTR
T
END VIEW SIDE VIEW
AERIAL PIPE SUPPORTS DETAIL
NO SCALE
REF: JOHNST(IN COUNTY S.S.
2
NOTE; PIPE SHALL BE BEDDED UP
TO SPRING LINE AND MINIMUM 4'
BELOW BOTTOM OF PIPE WHEN WET
AREAS ARE ENCOUNTERED.
HAND PLACED
DENSELY COMPACTED iEO
[� - - - - - --�
HANG PLACED _ _ _ _ _ _ _ _ _ _ _ _ UNDISTURBED EARTH
---------
BACKFILL TO t FT.
I1 - - - - - I-
DENSELY COMPACTED
BACKFILL TO t COMPACTED
ABOVE TOP OF PIPE
11.,E -
_
ABOVE TOP OF PIPE 'II -_-_-__-_-_ TI'� ELECTRONIC MARKER BALLS AT l00' ON
-
- IP
CENTER R AT BENDS. MARKER BALLS SHALL
BE INSTALLED AT t 112 i0 2' DEEP.
BEDDED PIPE
_ O.D.
-- ----- -- plpE
BEDDED PIPE -- O.D.
NOTE: MARKER BALLS SHALL BE
SHAPED SUBGRADE
--®-
INSTALLED CONCURRENTLY WITH
SHAPED SUBGRADE _ _ PIPE. MARKER BALLS SHALL NOT
TO PROVIDE BEARING
SHALL PROVIDE BEARING - - -. BE INSTALLED AFTER TRENCH HAS
ALONG ENTIRE LENGTH
ALONGENTIRE LENGTH IF BEEN COMPLETELY BACKFILLED.
I
OF PIPE BARREL
yL pI E
OF PPE BARREL V2 PIPE O.D.
O.D. 24' + O.D. MAX.
12' + O.D. MIN.
24' + O.D. MAX.
t2' + O.D. MIN.
SANITARY SEWER
NOTE;
(DUCTILE IRON ONLY)
FORCE MAINS 8.0 AND SMALLER SHALL HAVE
(0-16' DEPTH)
MINIMUM OF 3' COVER. FORCE MAINS LARGER THAN
8'0 SHALL HAVE A MINIMUM OF 3'-6' COVER.
PIPE LAYING CONDITION 'C'
FORCE MAIN
PIPE LAYING
CON➢ITION 'E'
HAND PLACED
PIPE LAYING CONDITIONS
DENSELY COMPACTED
- {� _
BACKFILL i0 t FT.
- - - - (-
I�
ABOVE TOP OF PIPE
I.,�
BEDDED PIPE
PIPE D/2
OD
MINIMUM STONE
EMBEDMENT AS
® D/8z3"
11
TRENCH WALL
INDICATED GREATER IF
REQUIRED BY
MANUFACTURER
SHAPED STONE
TO PROVIDE BEARING
PIPE
O.D.
24' + 0.0. MAX.
ALONG ENTRE LENGTH
12' + O.D. MIN.
OF PIPE BARREL
EXISTING STORM PIPE
SANITARY SEWER
(DUCTILE IRON ONLY)
12' MIN. CLEARANCE
<24' IN NCDOT ROW)
016' DEPTH)
PIPE LAYING CONDITION 'D'
_
D I SANITARY
-II
SEWER
II
PIPE LAYING CONDITIONS
III
NO SCALE
REF: JOHNSTDN COUNTY SMS.
e' MIN'
UIII
UNDISTURBED SOIL
3'-O' MIN FROM
BOTTOM OF CREEK
OR FLOOD PLAIN
9m
8'-0'
TYP
� tB'
EDGE OF WATER
SEE SHEET 311
FOR SUPPORTS
PLACED IN STREAM
AERIAL PIPE SUPPORTS DETAIL
NO SCALE
REF: JOHNSTON COUNTY SMS.
NOTE, ► 12' MIN. l2' MIN.
DUCTILE IRON SHALL IL
EXTEND FOR ON
OF
EITHER SIDE OF THE
STORM PIPE. UNIFORM STONE k57
STORM SEWER CROSSING DETAILS
NO SCALE
REF: JWNSTON COUNTY SIDS.
NOTES FOR AERIAL CROSSING:
1. STEEL CASING PIPE 5HALL BE 5PIRM WELDED OR SMOOTH WALL SEEMLESS WITHA MIN. YIELD
STRENGTH OF 3S.0D0 PS. REQUIREMENTS SHOWN IN TABLE BELOW;
ALLOWABLE SPANS FOR
STEELCA51NG PIPE
CARRIER PIPE, RI DIP
DIAMETER [IFQ
CASING APf, STEEL
DIAMETER [IFp
MIN.CASNG PIPE WALL
THICKNESS (I NJ
ALLOWABLE SPAN JET)
6
14
0.3750
40
S
16
013750
45
10
17
O-Im
SO
17
20
013750
50
14
34
013750
55
16
26
OAM
58
18
3O
03750
60
20
32
0.3750
60
24
36
0.4375
66
30
42
OA375
65
36
u
O.S000
65
40
56
OSOCO
65
2. RESTRAINED JOINT PIPE AND FITTI NGS&HALL CONSIST OF BOLTED RETAINER RINGS AND WELDER
RETAINER BARS OR SOLTLE5S TYPE WHICH mCLUDE DUCTILE IRON -000NG SEGMENTS AND ALM BER
RETAINERS, RESTRAJNED PIPE AN D FITTINGS MEET REQUIREMENTS SET IN X*"TOTI COUNTY
STANDARD SPECIFICATIONS.
3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS<
CONCRETE COMPRESSIVE STRENGTH= 4000 PSI
NOMINAL SLUMP .4 INCHES
WALTER/CEMENTITOUS MAIL RIAL RATIO-0.45 MM
AIR CONTENT: MIN 6% MAX I.
CONCRETE SHALL M TYPE U11 OR INAEEOROANCE WITH ASTM 0-150.
4, ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4-
S. CONVENTIONAL 11 INFORO NG STEEL SHALLCONFORM 10 ASTM A615 GRACE 60 AND SHALL RE
PLACE IN ACCORDANCE WITH -THE RECOMMENDED PRACTICE FOR PLACING REINFORCING BAPS"
[LATEST E DITIONI AS PUBLISHED BY T HE CONCRETE REINFORCING IIISTMUTE. SPLICES SHALL BE CLASS
A. CONFORMING TO ACI 3 19 OF 'BUILDING COOS REWREMENTS FOR REINFORCED CONCRETE.
6. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNNFLCANRE0, 10ft VIRGIN
NEOPRENE WTIH DUROMETER HARDNE55 OF 50.
7. IF ENS VEERED DESIGN REQUIRES P1 LLS, I HE CALCULATIONS ANDALTERNATE DESIGN MUST RE
SUHNfl I I ED• UM AIPKUML Vw'L'?"J UY
NOTES FOR AERIAL CROSSING
NO SCALE
REF: JOHNSTON COUNTY SIDS
STREAM BE➢ w 3 U w U
-8�-�1 F�TJ91� ¢ ¢ O LS
¢ LJ i 3
101ES.1.wPapw...1'.-111afl'' Lu
CL. 57 WASHED Lu U rn
STONE BEDDING
� rn
WOa
�N OLL
0®rirll�wl ��AAn-1•v wr
NO SCALE
3' RIP RAP
VOTE t
,BRIC
1 WITH EARTH
NE PER ENGINEER
:IPE MATERIAL
ER PLAN
57 WASHED
3NE BEDDING
SECTION A -A
0 0
;TREAM IMPACT tt m m o 8
N1 m at
CL. 'B' RIP RAP 4 > O rn
p y m z
(SEE ABOVE) (O
te' THICK cMINI Z U
®SECTION B-B
REAM CROSSING m oz
d�
3n
FINAL DRA WING - FOR
;�\�P;........... Nod
REVIEW PURPOSES ONLY
(NOT RELEASED FOR CONSTRUCTION) r ��
..........gR\P�
NOTE:
IN LIEU OF INSTALLING CAST IRON VALVE BOXES,
CAPS CONTAINING LOCATE DEVCES CAN BE USED
WITH A CONCRETE PROTECTOR RING.
CAST IRON VALVE BOX
W/ CHARLOTTE HUB OR
CO NC. DOUGHNUT L
ELECTRONIC CLEAN OUT
MARKER
nr�aR.mrm1.�DI><.zTa
V PVC VERTICAL
4- SWEEP WYE
STOP AT R/W
SERVICE LINE
45'
SANITARY TEE
(SAME MATERIAL
AS MAIN)
PLUG WYE BRANCH
SLOPE MIN.
IX
SANITARY SEWER
NO iE
EASEMENT SHALL BE PROVIDED FOR SERVICE
MAIN
CONNECTION WHERE SERVICE CONNECTION IS
PLACED OUTSIDE OF R/W DUE TO PHYSICAL
CONSTRAINTS.
TYPICAL SEWER SERVICE CONNECTION
NO SCALE
REF: JWNSTON COUNTY SIDS.
Sheet No.
D2
of D7
SEWER DETAILS