20081216 Ver 1_More Info Received_20080827

6T Site & Utility Design Services, PA
& UTILITY 170 Worth Street • Asheboro, North Carolina 27203
DESIGN
4EFRIVICES Post Office Bog 2151 • Asheboro, NC 27204
[phone] • Fag. [phone]
July 22, 2008
NC Department of Environment Re: West Pointe Luxury Apts.
& Natural Resources Oakleaf Drive, Asheboro, NC
Division of Water Quality
585 Waughtown Street PCN Notification Response
Winston-Salem, NC 27107
REIVED

Attention: Ms. Sue Homewood t. of EP?R
2008
Dear Ms. Homewood:
l Office
Thank you for your review response of August 13, 2008. We apologize for the
delayed reciprocation, however we were in the process of significant plan revisions to
incorporate the BMP features as required by the DWQ and NPDES Phase II
regulatory offices.
The following items are enclosed:
Two copies of the revised site plans
• A copy of the US Army Corps of Engineers Nationwide Permit 33 & 29
issuance for the project.
• The revised plans include temporary watercourse diversions for permanent
culvert installations. The watercourse diversions will also be used where the
proposed gravity sewer crosses the perennial stream. The method and
construction sequence for the watercourse diversions are shown in detail "Q",
on sheet 5 of the plan set. The perennial stream's defined cross section is
approximately 1.5 to 2-feet wide and deep. The temporary impacts for the
watercourse diversion will be minimal (less than 10 linear feet cumulatively)
since the downstream sandbag(s) can be place in the rip-rap apron area for
the culvert crossings.
• The project is being submitted to Mr. Mike Randall's office for NPDES
Phase II compliance review.
Please contact us if you have questions or require additional information.
Sincerely,
Site & Utility Design Services, P.A.
e W. Wilson, P.E.
iZ
0 L?owrm
AUG 2 9 2008
DENR • WATER QUALITY
WETLANDS AND STORMWATER BRANCH
SAPROJECTS\WESTPOINT VILLAGE\Regulatory Docs\PCN\8-25-08-PCN-DWQ-Response.doc
GES (Ibs)
0-60
4' M N.

0 POLYETiEYLENE
FABRIC ON FACE
FROM PUMP (8ML THICK)
IF REQUIRED
ENERG
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IERNOUS ONCE tIMF`ERVIOUS
POLYETIEYLENE CLASS B RIP-RAP VPROPOSED TEMPORARY DACE
FABRIC ON FACE IF REQUIRED CULVERTS (2) SANDBAGS
(ff REaCNREb
CONSTRUCTION:
1. SET UP BY-PASS PUMP AND
TEMPORARY PIPING. PLACE OUTLET OF
TEMPORARY PIPE To MINIMIZE EROSION
AT THE DISCHARGE SITE OR PROVIDE
TEMPORARY ENERGY DISSIPATION MEASURES.
FNAILY ANCHOR PUMP AND PIPING.
2. CONSTRUCT OUTLET PROTECTION F NEEDED.
3. CONSTRUCT SN43V A DIKE UPSTREAM OF
WORK AREA TO IMPOUND WATER FOR BYPASS
PUMP INTAKE USE A FLOATING INTAKE FOR
BLE
E
E POSS
.
PUMPS WH
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4. CONSTRUCT AN IMPERVIOUS DOE DOWNSTREAM.
IF NECESSARY, To ISOLATE WORK AREA
5. CHECK OPERATION OF PUMP AND PANG SYSTEM.
6. UPON COMPLETION of CONSTRUCTION. REMOVE
IMPERVIOUS DACE(S), BYPASS PUMP, AND
TEMPORARY PIPE
MAINTENANCE-
1. ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY
PIPING To ENSURE PROPER OPERATION.
2. INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR
ANY DAMAGE
3. INSPECT DISCHARGE POINT FOR EROSION.
4. ENSURE FLOW IS ADEQUATE THROUGH PIPE.

5. INSPECT AND MAINTAIN DEWATERNC DEVICE TO _
ENSURE CLEAN DISCHARGE. 0
TYPICAL PROBLEMS ENCOUNTERED: I-
1. PUMP FAILURE L
2. EROSION AT OUTLET.
3. LEAKS N PIPING AND IMPROPER CONNECTION C
TO PUMP.
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SECTION
TEMPORARY WATERCOURSE DIVERSION
140 SCALE
mporary Seeding Schedule For Fall.
g Mixture Species. Rate (Ibs/acre)
;rain) .................................120
-ig Dates
sins Aug. 15 - Dec. 15
1 Plain And Piedmont Aug. 15 - Dec. 30
amendments
Soil Tests Or Apply 2000 lb/acre Ground Agricultural Limestone
)00 lb/acre 10-10-10 Fertilizer.
4000 lb/acre Straw. Anchor Straw By Tacking With Asphalt
Or A Mulch Anchoring Tool. A Disc With Blades Set Nearly
it Can Be Used As A Mulch Anchoring Tool.
:nonce
And Refertilize Damaged Area's Immediately. Topdress With 50
9 Of Nitrogen In March. If It Is Necessary To Extend Temporary
Beyond June 15, Overseed With 50 lb/acre Kobe (Piedmont And
I Plain) Or Korean (Mountains) Lespedeza In Late February Or
Aorch.
Temporary Fall Seeding
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AUGUST 2008
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BE SURE TO ANCHOR
ALL PUMPS SECURELY
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200802380 County: Randolph USGS Quad: Asheboro
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Westpoint Luxury Apartments, Brian Lucas
Address: P.O. Box 2021
Asheboro, North Carolina 27204
Telephone No.: 336 625-2000
Size and location of property (water body, road name/number, town, etc.): Proposed Westpoint Luxury Apartments
site located at end of Oak Leaf Road off of NC 49, south of Asheboro, in Randolph County, North Carolina. The
project is located adiacent to an unnamed tributary to Little River which a tributary of the Yadkin River.
Description of projects area and activity: Access Road construction for new subdivision as described in your
construction -lan included with your application of August 14, 2008, resulting in 135.7 linear feet of stream
channel and 0.017 acre of wetland impacts to the jurisdictional waters of Little River. This verifiation also
authorizes 12 linear feet of temporary stream channel and 0.009 acre of wetland impact included in the
construction of the refereneced development.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW 29 & 33
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
perniittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this rification, any o the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact John Thomas @ 9 554-4884 ext.
Corps Regulatory Official r Date: 08/19/2008
Expiration Date of Verificatio 08/19/2010
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http://www.saw.usace.army.mii/WETLANDS/index.html to
complete the survey online.
Page 1 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Property has tributary to Little River which flows to the Yadkin River and the Atlantic
Ocean.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Manuele, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Driver, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be r
,pceived at the above address by October 19, 2008.
**It is not necessary to submit an RF to the Distri ffice if y u do not object to the determination in this correspondence.**
1
Corps Regulatory Official: ,
Date 08/19/2008
Expiration Date 08/19/2010
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Jesse W. Wilson, Site & Utility Design Services, 170 Worth Street, Asheboro, North Carolina 27203
Page 2 of 2
NOTIFICATION OF ADMINISTRATI E APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Westpoint Luxury Apartments,
Brian Lucas File Number: SAW 2008
02380 Date: August 19, 2008
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
7 PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies voiu? rights and options regarding an administrative appeal of the above
decision. Additional information may be found at Imp: i;'??tivw.usace.arm? mil!inet/funcfions!c??Ticec?io/red or
Corps re<Tulatlm s at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - RLQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL' PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:

If you have questions regarding this decision _
If you only have questions-regarding the appeal process you
and/or the appeal process you may contact: may also contact:
John Thomas @ 919 554-4884 ext. 25 Mr. Mike Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wilmington Regulatory Division, Attn:Jean Manuele, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia
30303-8801
Action ID Number:SAW 2008 02380 County:Randolph
Permittee: Westpoint Luxury Apartments, Brian Lucas
Date Verification Issued: August 19, 2008
Project Manager: John Thomas
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
1. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAK F STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEAR NATURAL PROTECTION, THE CONTRACTOR SHALL MAINTAIN A MIN. 15' NATURAL BUFFER ALONG EACH SIDE :MENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE /V``/'~/'V~1 REMAININGTREE LINE f~ )NG EACH SIDE OF STREAMS}, ~ ~'e~,~~
3. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. THE DETER CE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE EXISTING FENCES d•,V~ NOS~~.~~
AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
4. ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION. EXCELSIOR MA' DISPLACEMENT FROM VELOCITY SCOUR. . EXCELSIOR MATTING SHALL BE PLACED IN DITCHES AND OTHER AREAS THAT EXHIBIT MULCH ; a~~ ~ ; ~
C OFFSITE DRAINAGE TRAPEZOIDAL 5. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL ; DRAINAGE COURSE v ~ 3
5 DIVERSION DITCH BERM TYP. DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL WITHIN 21 CALENDAR DAYS OF C( ~ ~ ~ ~ WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EI )AR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED y ~~y~~ N ro RESTRAIN EROSION. 4~ - -~w-~~"~~y EXISTING GROUND CONTOUR •
I 6. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISI
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETIONS OF CONSTRUCTION OR DEVELOPMENT. D 6 TALL BERM & TRRAPEZOIDAL 7. THE CONTRACTOR SHALL MAINTAIN AlL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF REF MENT.000MPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR '~i~~,~I~'•~~. '',~y~••• ~p G STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION ZZ8 PROPOSED GRADE CONTOUR ~~~q a ~~s
DIVERSION TYP. LIMITS OF CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION. 5 >ILTATION.
~ DISTURBANCE 8. WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAY, THE CONTRACTOR SHALL INSTALL THE _L INSTALL THE CULVERTS AS RAPIDLY AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP CULVERT C PROTECTION SHALL BE PROVIDED AT ANY CULVERT THAT IT PASSES UNDER OR OVER IF THE ( )
~ (TYP.) THE UPSTREAM AND DOWNSTREAM SIDES OF THE STREAM CHANNEL. PERMANENT OUTLET PROTECTION SHAT _ 8 Existing ~ CULVERT AREA IS DISTURBED.
7 9. AlL DISTURBED DITCHES OVER 3~ AND THOSE THAT EXHIBIT SCOUR WILL BE LINED WITH HIGH VELOCIT Axle r` ( , '~OSDD _ _ 8~ % I 0 f ~ ~ SHT. 5 DETAIL N". 'H HIGH VELOCITY EXCELSIOR MATTING AND PERMANENT SEEDING UNLESS OTHERWISE NOTED. SEE CONSTRUCTION/CLEARING LIMITS
. - - _ _ r / / ~ , m ~ ' ` ~ t 0 ~ 1 O. SEE EROSION CON ROL DET IL SHEET, FOR TEMPORARY SEDIMENT TRAP SIZING AND CULVERT- OUTLET , JLVERT OUTLET STABILIZATION.
_ osop ~s , f • ~ - _ _ . _ ~ GENERAL EROSION CONTI
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- EIP ` ~ ` _ ._.,.L ~ . / 1 `a ~ i ' r ` PRO~CT NUMBER
I P l ~ < ~ 'EIP OSDD~ 08-WESTPOINT-0
1~~ I ~ ~ \ . ~ D / ~ ~ EIP r OSDD ~..."'n
~ EIP & OSDD - ~ ~ DESIgdED BY ~ Stone EIP OSD 4SDDK-.-~--?,,,.,,, "
~ \ ~ SEDIMENT FENCE B - - ~ EIP JWW
. ` • • . • - ~ i TYPICAL 5 _ _ ~ _ , _ ' ~ K SEDIMENT POOL W , ~ - \ DRAWN sY
\ \ 5 BAFFLES (TYPICAL) ' SEIDIMENT FENCE B JWW/MRS
r J r,,• ~ ~ ~ ~ P USE TEMPORARY ; t
0 ~ C OFFSITE DRAIN ^ , 5 WATERCOURSE DIVERSION a =FSITE DRAINAGE TRAPEZOIDAL ~ TYPICAL 5 CHECKED BY
' \ ~ 5 DIVERSION DITC USE TEMPORARY Q J JWW /ERSION DITCH / BERM (TYP.}
WnT~Rrni ipc~ ni+r~pcin~i ~ ~
`BEEP L FOR PERMANENT STREAM h .I MI\ VIYLI\JIVI? \ V j SCALE
M TEMPORARY STREAM K, Q 6' TALL BERM 5 CROSSING INSTALLATION 'TALL BERM & TRAPEZOIDAL VVV I\VL I
5 CROSSING FOR DIVERSION DITC V 0 (ERSION DITCH / BERM (TYP.) FOR PERMANENT STREAM /007L I AS NOTED
BUFFER BERM 50 0 50 100 150 ROCK CHECK G CROSSING INSTALLATION 5 DATE
INSTALLATION DAM (TYPICAL) 5 AUGUST 2008
J 150'± SEPARATIONS -
Scale: 1"' = 50' ALL OSDDs 4 OF 11
08-WESTPOINT-01\DWGS 08-WESTPOINT-01 PRELIM SITE,dw 11