19960035 Ver 1_Complete File_19960118

State of North Carolina F-qW
Department of Environment,
Health and Natural Resources • •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p F H N F1
A. Preston Howard, Jr., P.E., Director
January 22, 1996
Henderson County
DEM Project #960035
APPROVAL of 401 Water Quality Certification
Mr. J.J. Swain, District Engineer
NC Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.04 acres of wetlands or waters for the purpose of
grading and paving of SR 1799, Deep Gap Road, as you described in your application dated 8 January
1996 . After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 2735. This certification allows you to use General Permit Number 031
when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.
Sincerely,
a?
eston o Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Central Files
960035.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, N.C. 28742
January 8, 1996
401 ISSUE.
Mr. Steve Chapin
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: SR 1799, Deep Gap Road
Grading and Paving
Henderson County
Dear Mr. Chapin,
RECEIVED
JAN 16 1996
- T,q
4SC/FNCFS
S
GARLAN D B. GAPJUTT J R.
SECRETARY
JAIN I ? I
WETLF ,
-iP,19EB k ,L';,'y
Please find enclosed herewith erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1799, Deep Gap Road, in Henderson County. SR 1799 is a gravel road
that we propose to clear, grub, grade, replace/ extend pipes, and pave for a distance of 2.66 miles.
Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
8+60,11+60, 30+25, 42+50, 70+25,123+75, and 132+25. Pipes will be replaced using our standard method
ofpipe installation described in the erosion control plans. NCDOT "Best Management Practices for
Protection of Surface Waters" and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to work in the
Trout Water Buffer Zone at locations described as follows:
STREAM
STATION RANGE
LOCATION
Trib. To Hungry River 30 + 00 - 41 + 50 Rt.
Hungry River 80 + 75 - 83 + 00 Rt.
Hungry River 85 + 20 - 90 + 00 Rt.
Hungry River 108 + 00 - 109 +00 Rt.
Hungry River 116 + 00 - 119+00 Rt.
IP
Mr. Steve Chapin
Page 2
January 8, 1996
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placementheplacement at stations 30 + 25, and 82 + 00 as indicated in the enclosed erosion control plans.
We are requesting that Mr. Phillips approve our request for said variance when he receives the required
comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. David Yow, N. C.
Wildlife Resources Commission.
By copy ofthis letter, we are asking Mr. David Yow, N.C. Wildlife Resources Commission, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request and Mr. Phillips, DEHNR,
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting
that Mr. Yow forward a copy to us (NCDO1) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDO l),
to comment directly to us on the above project and Mr. Phillips, DEHNR, concerning the trout water buffer
zone variance.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being
requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further information is needed,
please advise.
ain, Jr., P. E.
Engineer
JJS/CED/ng
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. S. A. Brittain, County Maintenance Engineer
cjA"' 11
d 3S
4
DAM ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING ,
CORPS OF ENGINEERS DIVISION OF ENVMONMENTAIL,` !IANAGE&f-EwlT ".?' 1,5
DEPARTMENT OF THE ARMY NC DEPARTMENT OF gNVIRO HEAi.TII,? ;
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O. Box 29535
ATTN: CESAW CO-E Raleigh, NC 27626-0535
Telephone [phone] AM: [v1R, JOHN DORNEY
Telephone [phone], FI£TLANDS GOt !
V°+ATER ?tt LIT s 1UrL
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD I3B SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
PLEASE PRINT.
1. Owners Name: ?V. C: /-, )o
2. Owners Address: O, 1300 1 15-/ 8 9 1-1a,%se. Sr e /A/ e Z8 7
3. Owners Phone Number (Home): (Work): (d A)89/ 79_% 1
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
oee?-7 If

5.. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: • 1_4? ,•-7Z7' San ?r l/?
Location *(Include road numbers, landmarks, etc.): /.?? •`rr Q? i
e) 0 2? / 7 9 9 ' Q
799 Zo;- fo
6. Name of Closest StreamlRiver.
7. River Basin: A_- P, e
,
r?e?
?i7 e?$tc leer)
a S1-e_,-/1 CYO °/?Pc?`:o'.?. 1
e_ e,-7; e T ?rei?ecT
8. IS this project located ida N(atershed classified as(jijuj?SA' HQW, ORW, WS I, or WS H? YES W NO [ 3
9. Have any Section 404 permits been previously requested foi use on this property? YES [ ] NO [q--
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: ©• ? ?
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: O. 0
Drained:
Flooded.
Excavated:
Total Impacted: O. d ?}
1
12. Description of proposed work Attach PLANS-8 112" X 11 drawings only). 'C/en S R 1-799
P_ n C a Sc?c? r°,?a s 'ar7
13. Purpose of proposed work: c5'e c= a Xc'f7,y, P, J
14. State reasons why the applicant believes that th}s activ'ry must b ;carried out in wedands.
taken to minimiZe wetland impacts. Also. note measures
c?
rnrrr7`?
------------------
1S. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presonco or any Fcdcrally listed orproposed for listing endangered or threatened species al
habitat in the permit area that may be affected by the proposed project. Have you done so?
RESPONSES FROM TBE USFWS AND/OR NMFS SHOULD BE FORWARDED TO YES [ NO [ l
CARPS.
16. You are required to contact the Stato Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES
RESPONSE FROM THE SHPO S14OULD BE FORWARDED TO CORPS. [ ENO j )
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, afsd lakes on the property.
B. If available, representative photograph of wetlands to be impacted project.
C. If delineation was perforradd by a consultant, include all daeets relevant to the
delineation line. placement of the
D. If a stormwater management plan is required
E. What is land use of surrounding property?
l If applicable, what is proposed method of s

"ROSION CONTROL
DETAILS AND
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
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POLE DATA MPN 61-03447
ti
PROJ,Eri;.T 179
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---
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OWNER OF POLE LINE _fe w r
-----------------------------------------------------

STATION
POLE DIET. FROM CENTER
PRESENT ROAO DIST. FROM CENTER
PROJECT DIET. CENTER PROJECT
AFTER MOVING
NUMBER LT. RT. LT. RT. LT. RT. REMARKS
22+50 - l 8' 20' O L E-
23?Go 22'
23 -x-60
19+ SO ? -7
66 - 110
67I-C0
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25' Ig`
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20f2? - I8' 18' - ,?
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POLE DATA MPN 61-11.3447
'ROJECT z q COUNTY ------------------------------------ tJRGO NI
Sheet--- 2---- of
)WNER OF POLE LINE _-?_d UT H U--R N Q F=- -1- C-0,
--- - - ------------------------------------------------------

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DINT. FROM CENTER
PROJECT DINT. CENTER PROJECT
AFTER MOVING
NUMBER LT. RT. LT- RT. LT. RT. REMARKS
24+00 - /"2/ l 0 Q F D
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PIPE SCHEDULE
PROJECT: SP 1 / ? ! . COUNTY: r= RSo 1\4 SHEET / OF
STATION

4 EXISTING
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18' ,?J11 9U" PROPOSED
DIAMETER LENGTH SKEW REMARKS

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245.05 Temporary Diversion
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245.01 Sift Basin Type A .................................. -? ?
245.02 Silt Basin Type B
.....................
......................
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892.04 Temporary Rock Silt Check Type-A ..........
895:10 Temporary Rock Silt Check Type -13
-------------
892.01 Terporary Rock Sedir-nent Dam Type-A ________ __
FEW
892.02. Temporary Rock Sediment Dam Type-B

897.01 ? Protection Type--
Rock Pipe Inlet Prot..c A °

897.02 a

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Rock- Pipe Inlet Protection Typ.-B
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894.01 -Rock Silt Screen _ .--.___
-------
245.04. Stilling Basin _. F r?
Rocl. Inlet Protection:
896.01 Type .. A F OR A))
890.02 Type B ------------------'------------ - B U OR B ?
896.03 Type C --------•-• ................... .. C-A OFD C )
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STATE OF 17-95 ENGLISH STANDARD DRAWING FOR ?CV
NORTH CAROLINA
DEPT. OF TRANSPORTATION GUIDE FOR RIP RAP AT PIPE OUTLETS LL °
DIVISION OF HIGHWAYS ' co
P 'EIGH, N.C.
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SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
class and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
• REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 .9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

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O)rn C.0 -4 ENGLISH STANDARD DRAWING FOR 7' STATE OF
w TEMPORARY ROCK SILT.CHECK TYPE 'B' NORTH CAROLINA
o DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
N RALEIGH, N.C.
OLLL Dd5111 alZeS
3 7,
2T
Silt Basin - 1
(S.B. 7)

Silt Basin 2 -
(S.B. 14)

2T
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
*Basin Sizes based.on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 3
(S.B. 21)
3?
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:•1.• I.'-• '•t' j•
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::??x: : r :;.'; •., ,c:: .1. ?•',; .. ;f., ;::;?: •:i:t , ) Zccatinellded Treatment
bl
.' iG?.a ?'l''!'(;: r•..??:.•7r •?(l?lYr u• J•5:5.'?•r?tlif?l5?y'•,!'.?i11 i?
S tY aW and tack
up`- to
anJ 5%-:? fiberglass roving or higher velocity
.greater.-than?l?j'and les?.• ,ri'?::•1'
,I-M: .lr•Lf'•3.-4+n ?? ?1> GJw Rri{..?'1 34'•,1 ,'p.: ,. F••?5
• !v jf,'! ?l$.1 :'i+:
excelsior
tt ;:,•..::'°:. •. ,?:-:;•.:," ?: ,','.'•s L.'j7J.'; r.?tlK,,%?i. tt.:a"•.+4'•- , rl rap
greaterthan:?5s',..:,, :.L•. r:,;.1 ?..R:;r ;;; t.i ?: P
'?' ,• '• :::}'.• •:!'y i' yt. ;:i'r {;'. y't.l,(L (? . L,h::.??ra.., +i +"., :F,i!'
4s ti, :3.'.5p ?'
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!r''?tes/ p rap elass;'size, thickness and filter cloth can be
'determined.' by;} i District Engineer .
..
'.channels,should be excavated sufficiently to alloca placement
rap' in a manner such that the finished inside
the rip rap 'meet design
dimensions -and ; grade of tt
specifications:
;?,i,'•1•-fit 1 ? 1 ( •. .t.'.: ?", i •? i'. ':
+'• 1. 1 r' '•! is a?.{:;?? '1•, .1'.:..:

<DEM Iii; ^ACTION ID: 401 ISSUED
Nationwide Permit Requested (Provide Nationwide Permit #);
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O. Box 29535 01 ATTN: CESAW CO-E Raleigh, NC 27626-0535
Telephone [phone] A
AMR. rOI3rr DoRrNEY "!ASV 18 Telephone [phone] E°'w
ONE (1) COPY OF-THIS COMPLETED APPLICATION SHOULD BE SENT
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF G S.
PLEASE PRINT, .
1. Owners Name: /V. C: /-:;?o
2. Owners Address: - . /.?o 57/ b' A`a,-5 e-
3. Owners Phone Number (Home):
4. If Applicable: Agent's name or i
,,-- G SJ

(Work): _C4- 4 f-) 6:2
/ -7 9% /
corporate official, address, phone number;
P7 J.-
S QIOo??
5. Location of work (MUST ATTACH MAP). County:: A e,-7
Nearest Town or City: >?n i Sol? ?- l/ Ole,
Specific L•ocation'(Include road numbers, landmarks, etc,); 13e-
2, r7 a
1??7 5R / -7 9 9
- ,1
6. Name of Closest StrearnfRiver. Z0-77 }? V R1 ?e i'
7. River Basin;

O
4 S'?G?A// /?t'CJiDr/
e.7Gy o J` ?rei?c?T
8. Is this project located is v(atetshed classified a?T?A, HQW, ORW, VAS I, or WS II? YES [? NO [ ]
9. Have any Section 404 permits been previously requested fof use on this property? YES (] NO (+??
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: ©• 3
I1. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled: d • ?'
Drained:
Flooded:
Excavated:
Total Impacted: O- 0

12. Description of proposed work Attach PLANS-8 112" X 1 I"
A0
???PC a ? ?5•? ? / O /J Q ?Q C'h??/
%'-O '91417S
.
only)) /IV// `e er7 SR / 79 9
C /o Sc-c.? ? ?U S; on
13. P r po ? '
urpose of po sed work: e cf C.
14. State reasons why the applicant believes that this acti
taken to minimize wetland impacts.
must ttF carried out in wetlands. Also, note measures
15. You are required to contact the U.S. Fish and Wildlife Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threats sp?ehc es r c? al
habitat in the permit area that may be affected by the proposed S
project. Have you done so? M ( No(
)
RESPONSES FROM TBE TJSFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the Stato Historic Preservation Officer (SHPQ) regarding the presence of toric
properties in the permit area which may be affected by the proposed project? ?
Have you done so? YES (I?l' NO t )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, ahd lakes on the property,
B. If available, representative photograph of wetlands to be impacted by project
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a storinwater management plan is required
E. What is land use of surrounding property?
F. If applicable, what is proposed method of s
M
1-71 C01 N
1TKOL
DETAILS AND
SPECIFICATIONS
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
)UMhUl SR 1779 GDFEP GAP)
.UU?HUN/ bE G1 N A-T THE INTERSECTION OF SA 1800 ANO
sR 1799 • AND CON TI NUE IN A' -NORTH E,&\ST O1QE GT10N ON
17x9 FOR A 01STANC.E OF 14JOSSSO FEE T'OTHE ENj Off" PROS
a ORK TYPE
GRApE, pf??? N,' ABC PA\/F-) F-ROS I ON C.0NTRC)L-
,VUxx v1ZU?R , q s 2 76 ( F m p) PRIORITY# U R
'UUN I Y
?-? EN Q E R.so N
RIGHT OF WAYS
JAIL' SCALE
10119/?S' 1//= 1c)o,
UIEs
l
;ii T?7?- • ?7.5Z Scv-a - .
50'-0'
RIGHT OF WAY
, .
18•-0 V-0'
SHOULDER PAVEMENT SHOULDER DrrCH
1-PER FT. V4 if T. V4
____ ( iFT. 1'PER FT. SAO ,
SLOOS I • .7
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PROJECT -: -------17 19
-------------
POLE DATA
NPN 61-03441
-- COUNTY _ - - ------------- 1=w---------- Sheet l f ?:
OWNER OF POLE LINE ____ U k C ?W j=
------------------------------------------------

STATION
POLL DIET. FROM CLNTLR
PRESENT ROAD DI/T. FROM C[NTLR
PROJECT DIET. C[NTLR PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
22+50 - t s ' 20' 0 L C--

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122
23-Ko
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2,0
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38 ! c?'
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17
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20 f 20 -- 18 ' 18' 1
? ? tab
38+70 42
L4?2-% rq'
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GUY UL)i RI_

?ROJECT >R I 9c?
POLE DATA MPN 61-03447
------- COUNTY --H F N Q E RSO 1\1
------------- Sheet----2- 7 nf '
3WNEft OF POLE LINE C-R N Q F=- -1-- C-0 '
--- - - ------ ----------------------------------------

STATION
POLE DIRT. FROM CENTER
PREfENT ROAD DIRT. FROM CENT[R
PROJECT DIST. CXHTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REINARK6
2?t+DO - f2? D D
G+GLl 2i I6' pdLF
S+.34 2G 2y ' elq
9 3 S 30 % -20' 20' !,

PIPE SCHEDULE
PROJECT: 5P 17 / - - COUNTY: Rso 1\4 SHEET / OF /
STATION

4 g EXISTING
DIAMETER LENGTH SKEW
Ig' 40' 901) PROPOSED
DIAMETER LENGTH SKEW REMARKS

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PROPOSED
IMPROVEMENT
FOR PAV II\G
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HENDERSON COUNTY
NORTH CAROLINA
EROSION CONTROL
TAILS AND
DE
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Pipe outlet 4isipatat' - - ?o
245.03. Temporary Silt Ditch ------------------------------
245.05 Temporary Diversion T
............................. ri
893.01 Temporary Silt Fence : _. -Elftf+
890.05 Temporary Slope Drain with Earth Berm t- E-
245.01 Silt Basin Type .A --------------------------------- -?
245.02 Silt Basin Type B ------- ...-----
892.04 Temporary Rock Silt Check Type-A ..........
.895.10 Temporary Rock Silt Check Type-13
892.01 Temporary Rock Sedirnent..Dam Type-A
RUIN
892.02. Temporary Rock Sediment Dam Type-13
897.01 Rock Pipe Inlet Protection Type--A ........... A °
897.02. Rock Pipe Inlet Protection Type-13
------------
894.01 -Rock Silt Screen .
245.04 , Stilling Basin r,
Rock; Inlet Protection:
89G.0.1 YP
A OR 896.02 Type B ------------------------------- B OR --B
896.03 Type C ------------------------------- C [_[.. on C
R; P-R&P C lass .,B x X'`
H1alF Mioon 5-11t Basin
12 March, 1992

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DEPT. OF TRANSPORTATION GUIDE FOR RIP RAP AT PIPE OUTLETS
DIVISION OF HIGHWAYS
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SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
class and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 .9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

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TEMPORARY ROCK SILT ,CHECK TYPE `B' NORTH CAROLINA
C.0 o DEPT. OF TRANSPORTATION
o DIVISION OF HIGHWAYS
N RALEIGH, N.C.
oli.c nasin oizes

3/ 7JI
21
Silt Basin - 1
(S.B. 7)

Silt Basin - 2
(S.B. 14)

Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
2T
Silt Basin - 3
(S.B. 21)
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
*Basin Sizes based.on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.

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