19960092 Ver 1_COMPLETE FILE_19960129

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A 4
I D FE F=1
February 6, 1996
Guilford County
DEM Project # 960092
APPROVAL of 401 Water Quality Certification
Mr. Lee Moore
Huntington Run Dev. Co.
P.O. Box 37351
Greensboro, NC 27455
Dear Mr. Moore:
You have our approval to place fill material in 0.8 acres of wetlands or walets for the purpose of
installing a sewer line at Pepperdine Sanitary Sewer outfall, as you described in your application
dated 26 January 1996 . After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3022. This certification allows you to use Nationwide
Permit Number 12 when it is issued by the Corps of Engineers.
This approve is only valid for the purpose and design that you described in your application. It
you change your project, you nwst notify us and you may he 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 allead 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 Heafings, 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,
P 'ton >ttow?ud, Jr. E.
Attachment
cc: Wilmington District Corp' of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DI-'M Regional Office
Mr. John Dorney
Central Files
Bruce Ernst; Fleming I'ngiuccring
960002.1 tr
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

GENERAL CERTIFICATIONS FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 049 (UTILITY LINE BACKFILL AND BEDDING)
This General Certification is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the
North Carolina Division of Environmental Management Regulations in 15A NCAC 2H,
Section .0500 and 15A NCAC 2B .0109 AND .0201 for the discharge of fill material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) and
General Permit No. 198100049 of the Corps of Engineers regulations (i.e., include any
fill activity for utility line backfill and bedding. This certification replaces Water Quality
Certification Number 2664 issued on January.21, 1992 and is rescinded when the
Corps of Engineers reauthorize Nationwide 12 or Regional Permit 049.
The State of North Carolina certifpes that the specified category of activity will
not violate Sections 301, 302, 303, 306 sand 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written
concurrence from the Division of Environmental Management (DEM) as
long as they comply with all conditions of this General Certification and
the conditions of Nationwide 12 or Regional Permit 049;
2. Written concurrence from DEM is required if the utility line is installed
parallel to and closer than 10 feet (3 meters) to a stream or. if the utility
line crosses a stream channel at less than 75 degrees or more than 105
degrees (i.e., not perpendicular stream crossing) of the stream bank;
3. Construction corridors parallel to streams shall be placed at the furthest
distance from the stream to the maximum extent practicable;
4. That established sediment and erosion control practices are utilized to
prevent violations of the appropriate turbidity water quality standard (50
NTUs in streams and rivers not designated as trout waters by DEM; 25
NTUs in all salt water classes, and all lakes and reservoirs; and 10 NTUs
in trout waters). All sediment and erosion control measures placed in
wetlands shall be removed and the natural grade restored after the
Division of Land Resources has released the project;
5. Annual species suitable for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as
fescue are prohibited; '
6. No fertilizer shall be applied within 10 feet (3 meters) of streams;

7. The construction corridor (including access roads and stockpiling of
materials) is limited to 40 feet (12.2 meters) in width and must be
minimized to the maximum extent practicable.
8. Measures shall be taken to prevent live or fresh concrete from coming
into contact with waters of the state until the concrete has hardened;
9. Permanent, maintained access corridors shall be restricted to the
minimum width. practicable and shall not exceed 10 feet (3 meters) in
width except at manhole locations. A 10 feet (3 meters) by 10 feet (3
meters) perpendicular vehicle turnaround must be spaced at least 500
feet (152.4 meters) apart.
10. An anti-seep collar shall be placed at the downstream (utility line
gradient) wetland boundary and every 150 feet (457 meters) up the
gradient until the utility exits the wetland for buried utility lines. Anti-seep
collars may be constructed with class B concrete or compacted clay.
Perpendicular wetland crossings less than 150 feet (45.7 meters) long do
not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10"5 cm/sec or
less. A section and plan view diagram is attached for compacted clay
and concrete anti-seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks
per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks
per cubic yard with angular
course aggregate 5.5
c) Maximum water-cement ratio
gallons per sack 6.8
2" to 4"
d) Slump range
e) Minimum strength - 28 day psi 2,500'
11. Placement of rip rap is restricted to stream bottom and banks directly
impacted by the placement of the utility line. The stream berm must be
restored to the original contour after construction; changes 12. This general certification doe tnos an wets s or wetlandse The permittee
preconstruction elevation co
will have a specific plan for restoring wetland contours. Any excess
material will be removed to a high 'ground disposal area;
13. If an environmental document is required, this Certification is not valid

until a FONSI or ROD is issued by the State Clearinghouse;
14. Stormwater management shall no be required for this Certification;
15. Compensatory mitigation (i.e., restoration, creation or preservation) for
wetland losses will not be required for this Certification;
16. This Certification does not relieve the applicant of the responsibility to
obtain all other required or local approval.
Non-compliance with or violation of the conditions herein set forth by a specific
fill project shall result in revocation of this Certification for the project.
The Director of the North Carolina Division of Environmental Management may
require submission of a formal application for individual certification for any project in
this category of activity, if it is determined that the project is likely to have a significant
adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications
prior to a certification decision if deemed in the public's best interest by the Director of
the North Ca,olina Division of Environmental Management.
This is the &/ day of September, 1995
DIVISION OF ENVIRONMENTAL MANAGEMENT
J ?
r ?
? I
By
A. Preston Howa; Jr
Director
nwl 2b.cer
WQC # 3022

ANTI -SEEP COLLAR
F -----
I 18 I
inches I Utility Line
i (Diameter Varies)
I I
1 foot I
Class B Concrete
or Compacted Clay
6 inches Trench Width 6 inches
10 ON.-I
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
12
inches
6 inches 6 inches
PLAN
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
ffl1.WyT,j
IT
A4
±v
1? EHNF1
February 6, 1996
Guilford County
DEM Project # 960092
APPROVAL of 401 Water Quality Certification
Mr. Lee Moore
Huntington Run Dev. Co.
P.O. Box 37351
Greensboro, NC 27455
Dear Mr. Moore:
You have our approval to place fill materiid in 0.8 acres of wetlands or waters for the purpose of
installing a sewer line at Pepperdine Sanitary Sewer outfall. as you described in your application
dated 26 January 1996 . After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3022. This certification allows you to use Nationwide
Permit Number 12 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design [hat you described in your application. I I
you change your project, you nwst notify us and you may be required to send its a new application.
For this approval to be valid, you muse follow the conditions listed in the attached certification. In
addition, you should get,any other federid, state or local permits before you go atitead with your
r
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 it 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 1:)orntey at 919-733-
1786.
Sincerely.
Pi ston owaud, Jr. E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
Bruce Ernst: Fleming Enoiueering
960092.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # 733-995
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
g600q
FLEMING ENGINEERING, INC. RECEIVED
CONSULTING ENGINEERS & LAND SURVEYORS JAN 3 '? 1996
P.O. Box 8774
Greensboro, NC 27419 ENVIRONMENTAL SCIENCES
Telephone [phone]
To , Mr. . John Thomas ............................................ .
Corps of Engineers, Dept. of the Army

SRI..'
Date ..... 1-26-96 ..........................
Subject.Pepperdine Sanitary Sewer
.........Outfall ...........................
Enclosed is 1 copy of the completed joint ............ .. app?ication. the P. pperdine. , , , , , , . .
... ... ... .... .... ..
Sanitarv Sewer Outfall Project. The wetland impact reflects the jurisdictional
..........................................................................................
boundaries determined in your initial review of the plans. I have also forwarded
............................................................................................
the required 7 copies to Mr. John Dorney for review at Water Quality Planning.
.........................................................................................
............................................................................................
If you have any questions or require additional information please contact our
office.
...........................................................................................
Sincerely,
......... I?..
..............................................
.... cc: File 808.02
................................................................................................
Mr. John Dorney, Water Quality Planning
.......................................................................... Signed ........................
? Please reply ? No reply necessary
160`U `J Z ACTION ID:
DIEM ID:..
Nationwide Permit Requested (Provide Nationwide Permit 11): NW 12 .
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WIIIZNGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMFNI
NC DEPAIaMLNP OF 04'YM(
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
r sr.
JAN 2 9
F
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT 1?0 mam
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DMSION OF ENVIRONMENTAL
PLEASE PRINT. 1-e Mb of-e--
1. Owners Name Huntin on • Run Develo nL uOm - r
' P.O. Box- 37351 (- ::;)?7 y 55-
2. Owners Address:
3. Owners Phone Number (Home): (Work): (910 292-4173
4. If Applicable: Agent's name or responsible corporate official. address, phone number.
5. Location of work (MUST ATTACH MAP). County: Guilford
Nearest Town or City. Greensboro
Specific Location (Include road numbers, landmarks, etc.):. Approximately 2 miles north of The
Piedmont Triad International Airport where Pleasant Ridge Rd intersects Old
Oak Ridge Rd.
6. Name of Closest Straam/River
t zr, ich rrpi-k
7. River Basin: Cape Fear
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES ( 1 NO Vq
9. Have any Section 404 permits been previously requested for use on this property? YES ( 3 NO (X1
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: _
870 LF x 50' Width = 43,500 SF or 1 ACRE
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: N/A
Drained: N/A
Flooded: N/A
Excavated: 870 LF x 40' Width = 34800 SF or 0.8 ACRES
Tow impacted: 0.8 ACRES
c7-nt c9At•et•11 na01dln938 H9I31dd WONA
Construction of a
12. Description of proposed work (Attach PLANS-8 112" X 11" drawings only):
sanitary sewer outfall. Outfall is to be installed below ground with the
original grade restored upon completion of the project.
13. Purpose of proposed work: To provide sanitary sewer service to a proposed subdivision
and apartment complex.
14. State reasons why the applicant oli ves that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts.
corridor for construction and restore land to original grade.
15. You are required to contauthe U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat to the permit area that may be affected by the proposed protect. Have you done so? YIDS [ ] NO (K ]
RESPONSES FROM THE USFWS AND/OR NUYS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State 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 ( ] NO iX ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by pmjccL
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Residential
F. If applicable, what is proposed method of sewage di sal? Public
ate
Owner's SignaMIJ
,.<<....,.,. Amniwing3M N9t3'ltfa woad
SC/ga.- : / yo
wEr?No •-yP467 ::5;99 /-,?00 7o .!574 , t-26 OIJiNorn
THE CARDINAL SEC. 11
P.B. 84 PG. 83
?x. s ; nn.rt-S?A. o+ 00
-rop- 797"54'
IN- 790.2 \
cur- 790.0

?I
I ? \
s,
_0 lp
J
\ 51 LT FENC -
0 ?,
X' 0 17'45- 2+O
1+00 _ __-----_` -
333.36'
CM55 A RIP-RAP
L(o x
Zo x
0 /
/fc??E1: X99•
/
SCALE : ? ?? = yip ? .
WET LAND Y-MPA C7" S74 y t 30 7o ,C 70
WE-rL,ND LIMIT
- I
-TEMP. SEDIMENT 7R/9P i
/3 W I ZS L 1 2.9' D
WEIR
160
#151A,3F
goo.oo,-
l9p- ?5. M.{ 42 5rA. 7+ 5,6
79/.0 ?g% Apo /MP ?300- 00
IN 79-7.
our = M7.0, --
PoRAR'?/?? 62' , / /
j? / . ......
' AIRPORT AUTHOR17
4:
?-D.B- 2908 ,PG
?- \
??o
- SCALE / -410
- GvETIAND ZM pACT .STA 9-1 io 7 STA /ot170
- 790
9

-RA1P
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- - - - -
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??eeeeweeeejey.
SCRL?: J ?= 410 SHEET ?0 F
GJETL.fJND IMPACT 57A 13tOo ro STf? /Stoo
JULIUS DEES
D.B. 1650 PG. 160
NOTES :
L) ALL CoN 57R UC.Tionl
C-Iry OF 4RE"5509,
5PEC1 F )c.RTioN5.
Z.) USE LOCK poL,J/N M
LOCATIONS.
\ \ \ TEMP. .SED/MENT TRAP
2,7 D
\ \ \ _ __??
- ----------- - -
7-EAfp SED./MST TRAP
\ \ A
15.-p TD L __
3656.72'
?4A55
__
20 -1 x zo`x
+39,2't
TEMR SEDI/yENT TRAP' ( 5,5, MN; ?R1"1"A. -48
Tao - g/
-/At 5/2' 1 -EM1
-47+ 0 TON 56'49'33" W ' rp _ 4B±00-,-'
-? I
i 1
•? ? '`? ?'? - ? --?- ??? ,_____ 357
CLAS5 A RIP-RAP
\ 20 71
10
69 N,
IJETGRND =MPA?T IN
yg-t3o -ro ,574 YS-/--(70
\ 830
-
61 +b0 -61.50.54'
/ p ?s6 0
,? - - - - -
/ / - - _- - -- --- - -42'e
60
a_
TEiyP. SEDIMENT TR4P
GJE I R = 10
WILLIA]
D.B. 41
--- - - ------
NiW\
? 7AP \ / / / ?'? ? ?? / 5,5, .M,H, 3*19 StA, 59+ 96.01
%q D / ToP - :V211, y
/W= S zo • Z -- -- -
our - VZO, o
lo\
' CARL CHAMBER
D.B. 2812 p 845/
' WETLAND YMPAcTi; 5TA 59+80; 'to 5TA O +10
l
po NOTES
RI L CoNSTR
,"vcGAl<?RRRn
509LC : 1 = 40\\ WET LAND TM PA CT 5TA T71-70
7o STR ?8+yo
.so
-Pi
__--
\ \ \ \ ?- / _
N
'RT STEWART
2896 ?G_ - 856 \ \ \ - - -
.5. M.N. #Zit rA. 77 + 42AB \
l \ IN
B?Sr Z -
OLr 835:0 \
F60
5CALE : I" = 90'
WET LAND TMPtq CT 5TA '96t50 TO 5Tq S'j + ti0
SIDNEY GIBBS
D.B. 2714 PG. 288
--OBvP ?owwEc7/off (sEE'to._y, sTD 20Z" -?
To ' S6 le,
P = 8 _
___ - o uT_ = S 3 ? Z-?
RE TA(31?lZ .EXISTING STREAK
-- - - _._? - \ 'w, CLA,55 /4 \RiP- RAPS MAN.
1 0:00' `FOR ZOO UP\5TRSq AND DOWN 5
A. 85+ X3,71
\ ? X60
roP' 8y9 ` , `? NOTE
-- _860 /,v = 8yZ s
-IaU7-
= 8y??3

DEM ID:., q60() q,? ACTION M:
Nationwide Permit Requested (Provide Nationwide Permit it): NWP 12 -
JOINT FORM FOR
Nationwide permits that require notification. to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
Wn2dINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGIN[L'ERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPAZMAUE NT OF E ,
P.O. Box 1890 AND NATURAL RESOUR ?.
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] AA'TTN-19) JOHN DO 83 i JAN?
Telephone g 41 L.
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO,Tf dOlm OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C- DIVISION OF ENViRC3NfrtENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name Huntin ton • Run Develo nt Com n
2. Owners Address: P • O • Box- 37351
3, Owners Phone Number (Home): (Work): [phone]
4, If Applicable: Agent's name or responsible corporate official, address. phone number.
5. Location of work (MUST ATTACH MAP). County: Guilford
Nearest Town or City: Greensboro -
Specific Location (Include road numbers, landmarks, etc.): Approximately 2 miles north of The
Piedmont Triad International Airport where Pleasant Ridge Rd intersects Old
Oak Ridge Rd.
6. Name of Closest Strcam/River.
ttviich rvppk
7. River Basin: Cape Fear
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES (] NO P9
9, Have any Section 404 pennits been previously requested for use on this property? YES I l NO [x]
If yes,'explain. .
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
870 LF x 50' Width = 43,500 SF or 1 ACRE
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: _
Drained:
N/A
N/A
Flooded: N/A
Excavated: 870 LF x 40' Width = 34800 SF or 0.8 ACRES
Total Impacted. 0.8 ACRES
1 - 1 r44T•.?-TT ANnlHin938 H9I31dd W083
12. Description of proposed work (Attach PLANS-8 1f2" X 11" drawings only): _
cnnitarv f2PWPr nutfall. outfall is to be installed below
Construction of a
ground with the
original grade restored upon completion of the project.
13. Purpose of proposed work: To provide sanitary sewer service to a proposed subdivision
and apartment complex.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minis ze wetland impacts, _Optimum horizontal alignment for outfall. Minimize
corridor for construction and restore land to original grade.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
h bitat inr th?git area that may be affected listed orproposed
the proposed prject. s Have you done o??n YFSC ] NO [K I
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State 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 [ ] NO JC )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
13. 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 stormwater management plan is required for this project, attach copy.
H. What is land use of surrounding property? Residential
F. If applicable, what is proposed method of sewage di sal? Public
Owner's Signatu6c ate
-- PLz l -1 T -t t ANOIdI 1938 H9131UH woae
SCAj_: / = yo
I.v6TtAND .IMPACT : SlR / 7'00 70 --1-4 /tZOD .91,13.fforx
THE CARDINAL SEC. 11
P.B. 84 PG. 83
I
Ol 00
rop- 99>.?? I /
IN- 990.2 \ \ /
our- 990.0
\ \ SILT FENC_ -
\ \ \ `? , x 2 X00 -- 7 '-?
x 1+00 N 07-17'45" ---- --?
% - _ 333.36'
J CLASS A RIP-RAP / .
z0x yo, x
qcp
SCA[.E : ? _ ?f0
fJ ET LAAID Y-IJP4 CT 574 q-1-30 To ; ,70
WETLAND LIMI?
TEMP. 5ED/MEN7- 7-R,9P i
/3'i-J1 25'L 2.9'D
,A?. 160
800.00
791.0
p /7Z)P = 500.00
IN = 79z./
- op- our
i
' AIRPORT AUTHO ?'I
\ -D.$- 2.908 ,P-G- 4
??o
SCALE / = ` o
I-JErL.ANO Tl PW 7 .STlA 9-1 io TD STi9 /o 70
-•? ?\\ _ 790 - ?
SIP. USED//CIE ..-7x'yP % I
17 ?. (J?'R 5.5, -N. /4f 5t 10 + 5?f.h
70P 900- 00
\ IN = 792.?J
\ \ \ \ -? / pUr 792.8

'- RAP
. I. S
1
1
1
?'`O \ \
0--. - \ .
7FI`IP 5EDInEnrT?-'7-RA P
I I 1
I I •
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J ' vU 10-?- 00 I I -i- 00

9L vo

- - -- --- --- --

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4
<77

74

9
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ro - - -
- --

- - -- ZQ x-- Z? - - - - --- - - -- - - -- -- -

1 30 9

????wNeeeb?-
SCA?E? ?,/-y0, __OF
C,?ET/fINO .T/7PACT : 574 13f oo To 5TH SHEET /Stoo
NOTE 5 :
l.? ALL CoN57',4UC7-ionf
c pry of C,REE/)s,(3oR
5PEC1 F) C677101V5.
2.) USE LOCK DOWN) M
JULIUS DEES Lo6Ar?oNS.
D.B. 1650 PG. 160
\ \ \ TEMP. SEDIMENT TKi9P
\ \ \ 9a1? /BL? 2.9 D
79l
rEyP. SED/?yT-TRAP
/01
\ -
50
\ \?
IN,
366.72'
--77 S\ 13'52 '5 ,l - - -
- , ------ \ w ' ElP
%??ss A R/P -RAP-- \ ?o%
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