19970074 Ver 1_Complete File_19970207

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'? Tom} Y?' ?rll a
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Thomas, Permit Coordinator
Raleigh Office, U.S. Army Corps of Engineers
FROM: Joe H. Mickey, Jr. Western Piedmont Region Coordinator
DATE
SUBJECT:
Habitat Conservation Program Qdginai signed by
doe me w
April 29, 1998
?S -
Review of an application by NCDOT to replace 16 existing pipes along SR 1181-
B adjacent to unknown tributaries to the South Fork New River, Ashe County.
The North Carolina Department of Transportation (NCDOT) is requesting a letter of
concurrence from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404
permit from the U.S. Army Corps of Engineers. The NCWRC has reviewed information
provided by the applicant, and field biologists on our staff are familiar with habitat values of the
project area. These comments are provided in accordance with provisions of the Clean Water
Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
Based on the information provided by the applicant and our information on the range of
trout in the project area, we do not believe this project will cause significant effects to waters
supporting trout. Therefore, we do not object to the project as proposed.
Thank you for the opportunity to review and comment on this project. If you have any
questions regarding these comments, please contact me at 336/366-2982.
cc: -Eric Galamb, DWQ
D. K. Bennett, DOT
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. D. K. Bennett
N.C. Dept. of Transportation
Asst. District Engineer
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Bennett:
1 A 4" T T
I D EHNR
February 18,1997
Ashe County
DWQ Project # 970074
You have our approval, in accordance with the attached conditions, to place fill material in 0.13 acres of
wetlands or waters for the purpose of improving SR 1181-C, as you described in your application dated 5
February 1997. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3127. This certification allows you to use Nationwide Permit Number 3 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. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H.0506 (h) (6) and (7). 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. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
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 Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
ton Howard, Jr. P. .
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Dorney
Central Files
970074.1tr
Division of Water Quality - Environmental Sciences Branch
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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401 ISSUED
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETC JR.
GOVERNOR SECRETARY
P. 0. Box 250
North Wilkesboro, N. C. 28659
Feb 5, 1997
Mr. john Thomas S
U. S. Army Corps of Engineers
Regulatory Branch
6508 Falls of the Neuse Road
Suite 105
Raleigh, N. C. 27615
Subject: Nationwide Permit No. 3 to replace 16 existing pipe along
SR 1181-C adjacent to unknown stream trib. to South Fork
of New River WS Iii-HQW
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of SR 1181-C
(Hartzog Ford Rd.) in Ashe County during the 1996-1997 fiscal
year. Due to the proximity of a small stream being a trib. to
South Fork of New River Class WS IV HQW, we are requesting a 404
Nationwide permit no. 3 to allow us to upgrade the 16 existing
cross lire drainage structures that will need replacing, and or
extending.
Attached is a straight line sketch with proposed erosion control,
stream, stream embankment, pipe crossing, and marked county map.
By copy of this letter I am asking Ms. Stephanie Goudreau Mt.
Region Coordinator with the North Carolina Wildlife Resources
Commission to comment directly to you concerning the 404
Nationwide Permit request.
Ank
Also by copy of this letter, I am requesting authorization to
proceed under Section 401 of the Clean Water.Act from the Division
of Environmental Management.
We would like to begin construction as soon as possible. if
further information is required, please let me know. Your early
review and consideration will be greatly appreciated.
Sincerely,
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: W. E. Hoke, P.E., Division Engineer
D. J. Tetzlaff, District Engineer
County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Ms. Stephanie Goudreau, Mt. Region Coordinator, NCWRC
Matthew Gant, Engineer Land Quality Section, DEHNR

a 97 007 4
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
401 ISSUED
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL-AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME :
??, ?oh Z? ?cld? ^J ?if60/?? /-?• 28loSg
2. MAILING ADDRESS:
SUBDIVISION NAME: 11/4
CITY: /VD,P? STATE: N'L, ZIP CODE: ZS?c`t
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME.(IF DIFFERENT FROM
FAILING ADDRESS ABOVE): _
3. TELEPHONE NUMBER (HOME):
(WORK) :
4: IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: -y"gL/?/?'? Q55T. i<,i4?' ?;•rgil -

5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY : A?`yE NEAREST TOWN OR CITY: 1

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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : C5;P- //B/%-'l t & 14*120 121--l,-) ll:?'-12 0/^;17
/CD le'.S 6'O%/ T,744
6. IMPACTED OR NEAREST STREAM/RIVER: "-r-W 21VE'2 G'/ASS L 5 1V- /-?4pz4j
RIVER BASIN: /?T r2/J
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II) ? YES [t--?.NO [ ] IF YES, EXPLAIN: 6Jvr27-171,VOJ
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [-?-
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?

8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [,,] F YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [L,r IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: %•?? `????=
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Its

2
i
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED:
2 /9,,;74 /'

10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
i 4 FT
LENGTH BEFORE: FT AFTER:
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: f fir'' FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: f !f rte' ?r? f??C?'Ci^f: -
11. IF CONSTRUCTION OF A POND IS PROPOSED,-.WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/ '4
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
Z- /6 ?,P055?/?1t' l?f?fllicJAG-7 ` STC/G?2f2S
/crf 'ev „ o `/ ova c?c AD??u?17z 4^J01
/2v-Vc?u1/?tr/.
r
ACi?`C / n C/d?iJ?N?y ,GJi?C I'Ac?i.?J
13. PURPOSE OF PROPOSED WORK: ?O
-1-;77e t5R-
3
r
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY
IMMPACTS) : -T iA4S614,!5-7 f X90 5V MEASURES TAKEN TO MINIMIZE WETLAND
?2Ai.??f1 Ge , T ?-
SAf
A).&V

y
/
Jul ? ??/c7 ?[/? L?/, ? ?'l! ??? ?I7'1 r'N' / rr ?^N . /
?..r u?% (? ?i?r°f?JP %?/? ?.`- .???:s .^.G' Sj -
?i of ??p aJ.c ?: crr ?' ,?titc^ . S ?G a -<r// S / G T ea JL!' ?ti/n? ? / LT
Sc2° ?1 w//f 6C u ?z?°? A.?JcY rnA?•?, /.clr? ?o l??o.cl Adf
-0) /j z-G 40"'on e --,74r - -
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY.FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: by G' ,4t4 OA phis (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: 7 --
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN'ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD. BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND.PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. /
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Zx51oeE;V17.4 d

f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
??A G?.J i?,y4w,J
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A.LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
?,s 9 7
-? DATE

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\/ ntn 9. /?t21o ?
1112'S ' .ai•
a Old Oval ' / . / . z 1• o
2
... 1211
1112 3 1179 .2
II6J ? ? ,(•, 190 ;tet 201 l 169
All P Cgflf. I?32 V? 181 V \. N '•O
Cn»k ? 1186. S:r , v y.' U ,?'• • \?' ? 1 .waraoe
1112. .a '3 1111\ \ '0 1169 \ Z ? 1 O
11,0 `.?- 'y•\ 1176 '-• a i 1'0 L-' (1631.1 'v .6 w
1109' 919 FlaTte 1217 '?'IIC6, 'v. ,a 6 u' ,? `•S :L 1.2 4?5 1164
3 Ch,J
n79 0/J ° "at '1183 Obids?, -M 3
' flseiw•ood \ 2:)r '169 1159
N Ilt? 1 ''1 IC9 1706 IIC6 t 12!5 ?2 1169 .? 1.8 3 / •J?'•• ?IIES D6APLS
a
•' !zse -
NEw; f: r:' • 1003
1100 1103 e5
Ya Of 7 R51.. 2 4 1
.0 I Icy' : ;211 ?`. 6 Cn. V 1 fa, -
• t 107 Idlewild N 1166 \ R/ ??O 1165 • \?
l IIc. `l IM13 \ 9 !172. 1 !,9 167
ItCb "' Blood ! Uoerty Cro- CnY.. .6 '.\ 1169 Ili
-1:00 ,03 1255 1 W /
1262 \ > /ICI 1169 ,7 4 •1
1.22 m
1100 "7! • ? 1' ° 3 S 170 -
' J / • / ` - PHILLIPS
GAP
C,
5 a s
o
I. OMPK'NS
KNOB -_4v.
\ x.100
r
EROSION CONTROL SCHEDULF
(1) All adequate temporary erosion control measures Will be
installed before clearing and grubbing operations begin.
(2) As construction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner; according to any special permit requirements
and /or requirements set out in. G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
acr:omplished within 30 working days or 120 calendar
days following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B..0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G.S. 113A-57(3) provisions for a giround
cover sufficient to restrain.erosion must be
provided for any portion of a land-disturbing
ar-tivity in a NnW zone -within 15 working clays or 60
calendar days following completion of construction
or development, whichever period is shorter.
(3) All siltation and erosIon`control devices shall. be
properly maintained until no longer needed.
(4) On proji--cts performed.by D.O:T. Maintenance Forces,
request. will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will be based on they
condition of established ground cover of that area the
device is serving.

r
CONSTRUCTI-ON SEOUENCE FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and install the downstream measures
Ruch as silt check dams, silt screens, and silt bdsins as
noted on plan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at inlet as hoted on
plan.
5. Install additional pipe outlet protection and Itilet
protection as noted.

EROSION CONTROL
DETAILS AND
SPECIFICA'T'IONS
Std. Y Description Svmbol-
16 os G 1
163a.a3
163,1.oj
1622.41
1630.01
:1.630.42.
1633.01
1633.02
1634.01
1634.42
1635.01
1635.02.
1636.01
*1630.04
1632.41
1632.02
1632.03
868.04
Sect=on-1631
868.01
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt Basin Type-A
Silt Basin Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Silt Check Type-B
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment Trap Type-B -
Rock Silt: Screen
Stilling Basin
Rock Inlet. Sediment Trap:
- TSD
TD
-?
-:D Ad o
0
s
B ? +
TYpe_p A ? -- OR -- A
Type-B. B [3•- OR ° B
Type-C CO- OR •• C
Pip Pap Lined Ditch .......................-Z9_ J
Fiberglass Povinq Lined Ditch ......... . . . . crtMVz-nIVU'-'
Pip Pap ill Slone Protection .. .... ... . . . .
Small Stream or Branch ................•.•• ?--- -?
LON CONTROL-PLAN
tSd
;R ll8l-C - - - - - - t50
.OUNTY fIs I,
foo
,OCAL NAME Ha rfZr?a F.,t ?- - - - I - 38
'ORK ORDER NO. y
tS0
RAWN BY:
_ rbo
ISTRICT ENGINEER:
OADSIDE ENVIRONMENTAL
Joxzxa
ENGINEER ifSO ??
too
W
- - - _ ? tS0
Souf? F.-k - /t
New ver +00
Vs- -TV- HQt&l
T- ? t50
33'
)TE :
IPE LOCATIONS MAY VARY DUE
) GRADE CHANGES IN ROADWAY
ALE 1" = 100'
0

ipx > iu-c?u SHEET _Z_OF
/0??x
/Ox ?2 X.z
It/x-2X2
Sta, le sp
Tyoe B
15?xzX?,
4+DO
ID x2x.2

EROSION CONTROL PLF N -?o
SR /18/-C -/-So
COUNTY Aske `- - - - - 3(o,
LOCAL NA1
WORK ORDER NO. tSo
Sou?? rd,k - /Vex
?,Us - -'V - hi V uJ
/ax?xZ

SHEET -2 OF__2_-
-26 -?- 00
13t0a
® ioXzx.Z
stA, /?foo
Cs A-?

lox2x.2
T E 1 _ 100' I l- -< --1
IoT06
EROSION CgINTROL PLAN
SR
COUNTY ?} 5 e
LOCAL NA?M
!YORK ORDER NO.
f SCE
J <
1
I
- ( SHEET -F Or-?
30?`"JO
NO 1vG m? ?rimu7+?/?
<-,? [j Fort - I?JPwivny
rls- = V - NQ V-1
1717
_ too /`'`'` zx T pe d
4-SO
-L
/ox?x??? t00
-

-fOD

vs - .TV- Yo uj
fso E STS. e??f fd

Type J3
+00
JOU?'L r0?? - j1VP,.? K??or ? W NO?L
NQ UI - - - - -? - S? he l o e-'24-e- ne ".5. ,y P ,o e

.2`1-A VO

- - -
I ? -/s, 23+00
® >oX zx?

E-?S - - E-- - - - 7

lox.2x2 / ?
® y
? .
® l?jX

r00 ?X
\ ,
IV,

j -
Souf? fv?? Ne,? R:per
?
? WS - I V - f/61 W

.ZCAL7- 1" 100'

-4-
EROSION C-tNTROL PLAN
SR
COtNTV f?s? e
-oCAL NA*-117' NaYt?a? F.
WORK ORDER NO.
N Nbr.-? Tr:.bu: ark ? -
WS- IV- N,9b?
SHEET_?_Or 9
0

lilx?'?Z
O
I_
.2 X z
® ` x 2-
7 r
i`
X.2
sea*
000
SOLE 1 " = 100' ?0
STA. -37f 9 y
/CP??uce X00 3o'.'CS?Jpe
ST'4 , 3 7 t 7?
Add 3S ' /s ,.
?/a,? c•s f',? e.
STA- , 3 f D?J
4. 3,9
Alp -s e
d
EROSION aONTROL PLAN ? - -??
SR , II F/ - C fsO
COUNTY f?s - - - - - - - -?,
LOCAL N?,2-f?
?ORK ORDER NO.. 21
- - - - +06
- - - 8,
lb v
/pX1n?
_ _ T t OD
tJFI
I

00 La' s '

I
SCALE 1 " = 100'
?,- - - - - - - - -79 °
SHEET 50
?`If-00
/ l`txax2
? ST.A. 't5i- 9S
? ?fD Z 5? C 5 7A.t
- - - kep Jae
//P e B
NO /VNmE T bu'La ?i Pt TO
foul-t, F"or c - /Vr..? rP;ue?
rW-5 - Iv- NoW
' - STA, u u.? 94
® 1.2x .2-K.2 ?eplQ« (0' C5:;oe
A STA.
/Y x?"'Z IQP?IQ?T ?D' lg'" C S P? e
1P ? ?3
`?3-?- Do
foa
36,
- - - - ?s0 KO
J L
?-DO
/O x2 x-l
S7-x, ?D 1-?o
krplace 30 !5
y?la ,',, G 5 ?,P e_

EROSION CONTROL PLAN
sR
COUNTY s
LOCAL NAME
WORK ORDER NO.
f ?
SDU? ? Fort New i uer
W5- I V - Ow
SCALE 1" = 100'
?oX?Xz
i
.23? -
----4--
w
t no
off'[
l?Xzx?
?- ldX.?XZ
® -A k-
1-7
io x ?;z
L-
y X2x z
C
C
6&L -oo SF,------T 6 Or g
ST1J. S9 4` 9e7
Ada? -2a ,.
1s
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A?V -7d' /.S"
yo/a CS !'pe-
Jr7-X - SG t /O
k'efl",- 2S' /S„
P/., ," C S A;, e-
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Ref4,'r Ex; s ?-- j P,pe
s'7?4. s3 t 8a
A-10 1,q A,,-,;? es P,?e
sTA. S.2tVb
lQefw?:. Ex;s r;..? ?pe
Sa-/-pn

EROSION CCNTROL PLAN
3R //g/- C

.OLNTY ?? e -
- - - - _
-
' OCAL N,*-1--
-
?
aORK ORDER NO.

i

Ale 1A.1
i
I
I

- -
X0"2 "? l
/oXzxz
T 1" - 100'
?2o
pro -j-
I
fS0 -_ -I
tro
i
ZO + -r-
I
i

0

/ozzX?n

ky Y.2
X I

/5'x-7 X2
70+-60 SHEET Z OF
STf1. 7?- .?D
Au 36,)s
pia CS A,:4 e
-S f -S0
?? ?D ? /SCJ` ?P e
n LLSTi9,clo' t OD
os7,.4- 61u12-?-oo
R?'?l4GP I?? 18 ?+CS 7"+?'E
6 a-Lo r
8a-F ECG y'OD y. - - - OG
EROSION CbNTROL PLAN

SR /IS/-<? _ tso
COUNTY <; C_ _
_
I gx 2x- ;Z&
LOCAL NA.IN{W '
11 6L "-I
FF
J _
-
I
WORK ORDER NO E--2?
.

fso

• ?
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_
„
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V - /7Q 1a

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CrPe,ks! Q bass
?-
7-4. 7/f 97? 7`/ f38)
7 t 3 / 71,+ 881) 78+1G?
7 If * 0,7
,?ufa cinPS ?o
?oc?T? Torte - New
)s- Iv - #4 UJ
3C ALE I" = 100'

I _ -
11-00 - cc
--
I ?a
1 - - ? -E-SD
-
- f8

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7\ L
L

-- A_ .5-o

1
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A
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t5D

1 Y - -
f`fx?x ?
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P/
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F
yp-?0 SHEET 0 OT-1
ST,XWil 3?
/t?eP/a c,e, ?f D ? ! 8 ACS F;
lye. ,t3 .
57,4. 78'-1-89
?e?place. '7`o'??"CSP,pE
Type B
.STf1 • ?G T/(7
Tpe B
7G-,-8S
Repl4 e- 4,40 "19"e,520"
7/,,a, a
STA, 76 r- 3/
,pPOlace 3S , !O "
CS A,,?e fy,? .B
STA. 71f -?- S
Type B
er7-fj, 7/-/r7
46'X 1
5TH: 7/f dS
.4Q'W 30 / /s., .
70 4 /- r:
EROSION CONTROL PLAN
SR ll?l-C
COUNTY As l
LOCAL NAhM ?1 i T.? r:xn
WORK ORDER NO.
SOLE 1" = 100'
? +oo
I
I
zap
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I- - Z?=_- - 22
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C o26 OF -21 }?7 35 /$" lP??/ace - C.?P T:,voB
E ?'? +"f Q? g ?? /PP ace "CSC T e .B
?8f5`7 ?0'To2?" eo/lire -C Sy T e Q

G
30- as -, - r,
so ?$ ?.DlaCe. -, y -7;o e
N 3-2+06 /S
1 37 t 7_S 75 15
IT 371-9 619 X30„ ?? /ace - ?'S? T e ,?
eq 60 310 /S r, ?(Jr,`ve Yi 2 IQPO/act - ?5:? ?la,h
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78-$5 yo ?'f " /PP /acr - CSC Ti c
t?'cn 7? $9 TDB 18' p 1,q e - CSf T e

/Y 1Y n
r? ?u ?o' lg".
T e
p aye - c510

HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area
of 20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25 year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 701Io for the 40 micron soil particle size transported
by runoff from the 2 year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation.
5. A around cover sufficient to restrain erosion must be provided for any
SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of fieldstone or rough unllewil 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.
Wlhere broken concrete from demolished structures or pavement is avail-
able, 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.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds each.
2. For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least 60 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rip rap may be in individual
pieces weighing less than 50 pounds each.
691

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EV IC is Ijo l s A O %44 -1; •a ct i
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Ko?E' S.?DRK /Y6wr'?i`?k SGAI.E ItN• - 30 FT ,?E:xis-r/AIG PIPE
vJS-iv-NQv.I 24'x,8"
HEPIl?C£ GJ 1TH
fm. = I d FT ?S'x i8"CsP TvpE 3
? `*?paRaRy Etzosta? co??-TR4?
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