19990103 Ver 1_COMPLETE FILE_19990319

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 19, 1999
Wake County
DWQ Project # 990103
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Shaw Properties LLC
6701-101 Glenwood Rd.
Raleigh N.C. 27612
Dear Sir:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.001
acres of wetlands or waters for the purpose of constructing a road and sewer line at Glenwood Avenue shops at Ebenezer Church
rd. and Glenwood Avenue as you described in your application dated 17 March 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3102 and 3103. These certifications allows you to
use Nationwide Permit Number 12&14 when the Corps of Engineers issues.. This approval is also valid for the Neuse River
buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state orlocal'permits before.you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. 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 and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of ft.404 Permit (whichever is rater).
2. An additional condition is that a final, written stormwater plan including a wet detention basin or pond/ forested buffer combination
must be approved by DWQ before wetland (or stream) impacts occur. Also, before any building is occupied at the subject site the
stormwater treatment facilities shall be constructed and operational and the stormwater management plan be implemented.
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 Domey at 919-733-1786.
F.Yven
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Dorney
Central Files
Todd St. John
Raleigh office Division of Land Resources
Jim Baker, Bobbitt and Associate 990103.1tr
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shaw Properties, LLC
Project Number 99 0103
Recvd From APP
Received Date 2/8/99 Recvd By Region
Project Type additional parking area
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F nbr r?- P-7 'O N ?rF ???? rF_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y * N Did you request more info? Q Y pQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y (* N
Is Mitigation required? Q Y 0 N
Recommendation: Q Issue pQ Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Shaw Properties, LLC
The crossing is below threshold for mitigation and below threshold to initiate storm water
management plan Further, the subject stream is not a stream that would require mitigation as per
current r11A 0 policy
This stream Neuse Basin and is subject to the Neuse Buffer Rule_ They propose a road
crossing and a crossing for a sewer line It is RRO recommendation that these two respective
crossing occur at the same location If this not possible, due to sewer line slope requirements or
loading ' 'space requirements then the prQ? cP .t as proposed is satisfactory. (vyrv IimT ited space)
(as per a note from the Central Office requesting a determination, the RRO is not aware of any
isly requested 401 Certifications for this tract.)
Recommend issi lance/condition
cc: Regional Office Page Number 1
Central Office
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MEMORANDUM
TO:
SUBJECT:
John Dorney
Non-Discharge Branch
Regional Contact:
WQ Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shaw Properties, LLC
Project Number 99 0103
Recvd From APP
Received Date 2/8/99 Recvd By Region
County Wake
County2
Region Raleigh
Project Type additional parking area
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
nbr F- P7 O N ? ? F_F_ F_- F__ F-
F_F_ PT ON F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 6 N Did you request more info? Q Y * N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: Q Issue (0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
T!;WAA1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 19, 1999
Wake County
DWQ Project # 990103
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Shaw Properties LLC
6701-101 Glenwood Rd.
Raleigh N.C. 27612
Dear Sir:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.001
acres of wetlands or waters for the purpose of constructing a road and sewer line at Glenwood Avenue shops at Ebenezer Church
rd. and Glenwood Avenue as you described in your application dated 17 March 1999. After reviewing your application. we have
decided that this fill is covered by General Water Quality Certification Number 3102 and 3103. These certifications allows you to
use Nationwide Permit Number 12&14 when the Corps of Engineers issues.. This approval is also valid for the Neuse River
buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. 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 and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the.404 Permit (whichever is later).
2. An additional condition is that a final, written.stormwater plan including a wet detention basin or pond/ forested buffer combination
must be approved by DWQ before wetland (or stream) impacts occur. Also, before any building is occupied at the subject site the
stormwater treatment facilities shall be constructed and operational and the stormwater management plan be implemented.
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.
Sin re ,
ven
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Domey
Central Files
Todd St. John
Raleigh office Division of Land Resources
Jim Baker, Bobbitt and Associate 990103.1tr

Division of Water Quality Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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03/19/99 12:08 BOBBITT AND ASSOCIATES 4 919 733 9959
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TO:
COMPANY;
DATE:
SENDER:
RE:
We are transmitting _ pages, Including this cover sheet.
if you did not receive all of these pages, or if you have any questions, please call as soon
as possible. Thank you.
NOTES:
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?-?` ?' 600 Germ ?ow Road, Raleigh, North Carolina 27607
Phone: [phone] s Fax: [phone]L l ZCr PIA&
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FAX NUMBER:
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BOBBITT & ASSOCIATES, INC.
600?G'PERMANTOWN ROAD
RALEIGH, NORTH CAROLINA 27607
919/851-1980
FAX [phone]
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> WE ARE SEND#"
? Shop drawings
? Copy of letter
Id ? Under separate cover via-
• Prints ? Plans
? Change order ?
L IEVU 2 of VGDdGJG`ISGMUL
DATE JOB NO.
ATTENTION
RE:
? Samples
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted
or your use ? Approved as noted
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? FOR BIDS DUE 19
REMARKS V I o/i2r? Ca \. I'm
? Resubmit copies for approval
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Q
COPY
SIGNED: \,J I
If enclosures are not as noted, kindly notify us at once.
03/03/99 15:54 BOBBITT AND ASSOCIATES 4 919 733 9959 110.387 P001/001
AM&
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TO:
COMPANY:
DATE:
SENDER:
RE:
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FAX NUMBER: 1151 TIME:

Or your ,???
We are transmitting pages, including this cover sheet, o???,?
If you did not maelve all of these pages, or if you have any questions, please call as soon
as possible. Thank you.
G ??, T? -?
webrss.

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600 Germantown Road, Raleigh, North Carolina 27607
Phone: [phone] • Fax: [phone]
www.bobbitt.com
... (Division of Water Quality
MEMO From: < < Date:
To: J" /d Imo- Subject:
Ile,s
P&ral;4 , , a . P?"
6U oz,
a 4pw, rioF ewe ?a ? fo/s
'V, , Z&
A7jA
FqCDENR'
North Carolina Department of Environment and Natural Resources
PO Box 29535, Raleigh, North Carolina 27626-0535 / Phone: [phone]
FEB 02 '99 11: 499H -' P.2
tiWQ ID: CORPS ACTION ID: -
MATIONWODE PBRMTP REQUESTED (PROVIDE NATIONWIDE Pm,%=#)
PRE-CONSTRUCTION N07MCATION APPLICATION
MR NATTONWJD£ PERMITS THAT ItbQT.T13,
1) NOTIFICATION TOTFIE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 40I CERTIFCATTON
3) COORmNAmoN WITH TIM NC DMSION OF COASTAL MANAGEMFNT
SEND THE ORIGINAT.. AND (1) COPY OF T fUS Cf.1NOLETED FORM TO THE APPROPRIATE
F"' OZ:FICB OFT'O CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHBL-D. SEVEN
COMES MUST BE SENT TO THE NC DD SION OF WATER
QUALITY. ATTN; JOHN DORNEY, 4401 RFED CREEK ROAD.
RALEIGH, NG 27607. PLEAS; PRINT OR TYPE.
I. OWNER'S NAME- r$ (,(,G..
Co) Z- MA1I.TNCr ADDRESS: _ -? ' (o GrLyCJV wswn- A,?
SUBDMSION NAME
CITY ZL` 4---- STATE; l JC ZEP CODP• t 2
PROJECT I.OCATIoN ADDMSS, ITICLUnIINcj SUBDIVISION NAME a Dn'FERENT b7tOM
MAE-ING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) (WORK)
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL ADDRESS.
PHONE MMBB.R:
OCR a? 2A??-r 1?C 7-?(? ?- _
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A .COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL, qT0GRAPHY WrMSCA.LE):
COUNTY: . NEAREST TOWN:

• FEB 02 '99 11:494M-
VWQ ID: CORPS ACTION ID.
NATIONWIDE PERMU REQUESTED (PROVIDE NATIONWIDE PTEPA TT #E) _
IPRE-CONSTRUCTION NOTIFICATION APPLICATION
POR NATIONWIDE PERMITS THAT REQUIRE.
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SFx-noN 40I CERTIFCATION
3) COORDINATION WITH TIM NC DMSION OF COASTAL MANAGEMENT
ti
SEND TFFE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE:
FIEI.f> OFFICE OFTHE CORPS OF ENGINEERS (SEE AGENCY ADDREss.ES sw:Lr). SEVEN
7 CO S MUST BE SENT TO THE NC DIVISION OF WATER
TIALITY ATTN• JOHN DOM 4401 EDY CREEK ROAD
LEY NC 27607. PLEARV, PRTMT nt? •rvuv
I. OWNER'S NAME:
2. MAIIINriADDRESS:_Wlt)l
i
,SUBDMSION NAME
QTY , STATEN `- (-o
ZIP CODP..2H Z
PROJECT LOCATION ADDRESS. INCLUMING SUBDIVISION NAME (g DZI'FFRI NT FROM
MAILING ADDRESS AROVE):
3. TELEPHONE NUMBER: (HOME) NyORX) ! ao
4. W APPLICABLE: AGENT'S NA.MIE OR RESPONSIBLE CORPORATE OFFICIAL. ADDRESS.
PHONE NUMFSBR: /1 7 (I -1 C]
P.2
3. LOCATION OF WORTC (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOT RAPHY WITH SCALE):
COUNTY: • NEAREST TOWN: `
FEB 02 '99 11:49AM P•3
7C LCK=A7IaN (AtCt t7DE koO W MTNMRRS, LANDMAPM. BCr,)
a2
?L
6- D"ACM OR NSARI?ST ST jWaX:
z Au
11VER BASIN,
7i LS P1iOJ1rC!' LOCATED N& AR WAM CLASS=D , (S&
HIGH QUALITY' WATERS (HQAr), OLrrSTAMn,,5 AS TROUT. TIDAL SAT-' 'A71;R
RESO AS T WATERS L
SUPPLY (WS-I OR W3-il)? y6S ( J NO (Y }. jr YES. EKPE.AIN:• WATER
7b. IS TIM PROJECT LOCATED WAN A NORTH CARpF ZNA DI VrB70N OF COASTAL
MANAOEMF.NT AREA OP ENVIROMENTAL CONCERN
(AEC)? YES ( )rap ? X }
7c. ' THE PRUISCT LS LOCATED WMIIN A rOASTAL COSY (SEE PAGE 7 FOR LIST OF
COASTAL COLMIES), WHAT ZS TkM LAND US$ PLAN
MUP) DESIGNATION?
82, HAVE ANY SEC-770M
PROJECT? YES S 8ZEN PREVIOUSLY REQUES'p POR USE ON PHIS
CE r() F ?' PROVIDE ACTION LD_ NUMBER OF PREVIOUS
'i- T AND ANY ADD]17
RTMCATION): FORMATION (INCLUD)i PHOTOCOPY OF 401
Sb• ARE ADDITIONAL P REQUESTS EXPECTED FOR THIS PROPERTY W THE
FV71mz? YES( NO , q IF 1'65. DESCRIBE AM'1CIPATED WopX: `
OIL V4TU A77-D T0-rAL NUMME3tS OA AC = IN TRACt op LAND: ?S ¢?E,PSt1j
9b. EFrDIA3ED TOTAI.
NUM$P.11 OF ACRbS WETLANDS LOCATED ON srm:
0 7-5
109- NUMM OF AC M-S OF W1:7LANDS IMP Vow
ACTED BY THE PROPOSED PR07>rCT By:

FEB 02 '99 11:50AN
P.4
A) 6kXt
rto: W.AVA4bN:.
PLWDINO:
pIiAIIlwdB : TOTAL AC US TO BE VdPACTSD: of
'10b- (1) STREAM C HANNP-L TO BH n4PAC= BY THE PROPOSED PROJECT (IF
RFLOCwTB7.), PkovWr. DISTANCE BOTH BEFORE AND AFTER. RELOC,+ Tom
L£NM'R BEPORE. N _ to go P'- Ate: r®?0
Fr
UMTH $EFORE ?
011 IIORiist }i!$t! MillCt COIITOuaS): FT
AVRV-kGE DEPTH BJFORRE AFIER FT -Yr (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK AM THAT APPLY)
OWN OCANNEL RELOCATION PLACEMENT OF PPE 1N CHANNEL: V
C1`iwNNFJ. EXCAVATION: COONSTRUCTION OF A DA WRF OODLNG:
cmmp.: _ e aLU tilt. SS2? pr4AAJ4r l4ou?
11. IF CCNMUCTION OF A &ND IS PROPMED, WHAT IS THE SIB OF TIM WATER SHED
DRAD43NO TO THE POND? WHAT IS THE EVECIED
POND SMYA" AREA:'
12. bl.c; "TlFrnoN OF PROPOSED WMK INCLUOTNG DISCUSSION OF TYPE OF MECHANICAL
EOUT.PbtEN'T To E$ Usrz? (ATTACH PLANS. 8I121SY I 1 DRAWINGS ONLY)
!5TfVjW CaA&? iA)ri fbfL r )7j u0.. ?nk /;- L ) nA
of
13. PURPOSE OF PROPOSED WORK: _- S 14?t? •-.
?/t??v? Rj? C•'r'?!' ? tiAC.F.s?-?7 `R.Ati4?1? ' COf? . _
14. STATE REASONS WHY IT IS BELTr TD THAT TMS ACIIVTIY MUST BE CARRIED Ot)T IN
WSILANDS (INCLUDE ANY MF.A.SUR6S TARFN TO M MM= WETLAND IMPACTS)
?_.. ? ?- _?v?¢.. ?- ?tiv1N ? rt,?„J?. ? ?- f'QP.tG.'n? ?Dd? A
cJ
ckza. 4? is P212L i
FEB 02 199 11:50AM
IS. YOU ARE REQUIRED TO CONTACTTW US bISH AND WILDIMS SERVIC 6, ANDIOR
- NATIONAL 1+IARIIdB FISHERIES SERIVE REGARbTNG THE PRESENCE OF ANY F-=D&?ALY
LISTED Olt PROPOSED FOR LISTING ENDANGER
ED.OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PER7Wr AREA T MAY BE AI+MCTED BY THE PROPOSED
PROJECT: DATE CONTACTED:
16. YOU ARE REQTmRED TO CONTACT 771E STATE ISTORIC PRESERVATION OFFICBR
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AF SCTED BY THE PROPOSED PROJECT, BATE CON-I CTED
17. JDMS PROJECT INVOLVE AN 1110 OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES { ) NO ( ? (IP NO. 00 TO 16)
IF YES, DOES THE PROJECT REQLJIRP TION OF AN FNVIRONMENTAL
DOCUMENT PURUANT TO TM REQ S OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO( )
b. IF YF_S, HAS THE DOCUMENT BEEN REFIEWF,D THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CT EARINGHOUSE YES ( ) NO ( )
IF AN$ WF.R 17b IS YES, THIN SUBMIT APPROPRIATE DOCUMENTATIONFROM TIU; STATE
CLEARINGHOUSE wrM THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVnrW- PROCESS SHOULD BE
DI .TED TO MS. CSRYS BAWETT, DiRBCTOR STATE CLEA UNCHOUSE. NORTH
CAROLINA DEPARTMENT OF ADWMS7RATION,110 WEST JONES STREET, RALEIGH,
NURTH CAROLINA 27603-3003, - .HONE [phone]. .
18. THE FOLLOWING. ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ArTJVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FIU. MATERIAL INTO
WETLANDS:
a v&gLAND DELINEATION MAP SHowrNo ALL WETLANDS. STREAMS, LAICES, AND
PONDS ON TH$ PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14.18.21, 26.24,
AND 38). ALL, STREAM (>! 4TERmn-m.-NT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP, MAP SCALES SHOULD BE 1 INCH EQUALS 50 FFET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. 5 AVAU ABLI-:. REPRESENTATIVE PHOTOGRAPH OF W):3LANDS TO BE IMPACTPD
BY PRODUCT.
C. IF DELUMATION WAS PERFOILMED BY A CONSULTANT. INCLUDE ALL DATA
SHEETS RELEVANT TO THL PLACPMHNT OF THE DELINEATION LINi;.
d- ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED,
c. WHAT Is. LAND USE OF SURROUNDING PRUPOERTY?
?1 T-?[ AAJ5 -
P.5
_ FEB 02 '99 11:50AM P.6 _T
f W APPLICABLE, WHAT 13 PROPOSED METHOD OF SEWAGE DEPOSAL?
`rv i ?c.c?C? --
S. SIGNED AND DATED AGENT AUTHORIZATION LETTER. IF APPLICABLE.
NOTE: WTLANDS OR WATERS OF 77M US MAY NOT BE IMPACTED PRIOR TO:
I) ISSUANCE OF A SE ON 404 CORPS OF F NGE41MRS PERMTr. t
2) EiM-R, THE ISSU OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CER ATION,
3) (IN T'E CO TAL COLWTIbS ONLY), A LETTER I'ROM THE NORTH
C A 1VI ON F COASTAL MANAGEMP.NT STATING THE PROPOSED
CO STS WITH THE NORTH CAROLINA COASTAL
RAM.
AGENT' SI ATUT2E DATE
(AG 'S SIGNATURE VALID ONLY
IP A OR77AT10N LETTER FROM
THE 4qER IS PROVIDL"•D).
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IDwQ ID: CORPS ACTION ZD:
RATtoNWWE PIRM1T ZtEQUES rED (MOVIDE NAMONWIDE PER,%rff
-PRE-CONSTRUMON NOTMCATION APPLICATION
POR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTMCAT7ON TO THE CORPS OF ENGINEERS
Z) APPLICATION FOR SF_CTtON 4p1 CERTIFCATION
3) COORDINATION WTTFI TM. NC DIVISION OF COASTAL. MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF IMS COLLETED FORM TO THE APPROPRIATE;
m n oFMcE OF THE CORPS of I;rTCnvEERS (SEE AGENCY ADDRESsEs sHErn. SEVEN
M COPIES MUST BE SENT To THE NC DIVISION OF-WATER
OIIALITY_ ATThi• lflu!?T ilnal?tL?v AA9%1 "Vlv% ?/ n71?w:s w w
RALEIGH. NC 27607.-.LL-EASE PRINT OR TYPE.
_ I. OWNPR•S NAME:
7-MAILING ADDRESS
SUBDIVISION N4XIE
CITY: STATE: IJC 23P CODP..• Z
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAI-M aF DIPFFRENT I-ROM
MAILING ADDRESS AAnvE):
3. TELEPHONE NUMBER: (HOME) (yypR? S-
4. W APPLICABLE. AGENT-S NAME OR RESPONSIBLE CORPORATE OFFICLAL, AIMMS.
PHONE NUMEB.R: 11 ' Ict PC)
(D '. r)
4- 3
S. MXATLON OF WORT. (PROVIDE A MAP, PREFERABLY A DOPY OF VSGS TOPOGRAPHIC
)AAP OR AERIAL. PH OGRAPHY WITH SCAL E):
COUNTY: ,((QQ?? • NEAREST TOWN.
-
w FEB 02 '99 11: 494H
OW :
Q ID CORPS ACITON ID.
,XATIONWIDE PERMIT REQUEMMI) (PROVIDE NATIONWIDE i• X%= It) _
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE.
1) NOTIFICATION TO TILE CORPS OF ENGINEERS
2) APPLICATION FOR SFfiiiON 401 CERTIFCATION
3) COORT)INATION WrM 77M- NC DMSION OF COASTAL MANAC;FmF.NT
ti
SEND THE ORIGINAL: AND (1) COPY OF TIES LOMPLETED DORM TO THE APPROPRIATE
FIELT) OFFICE OF THE CORPS OF ENC1174U S (SIM AGENCY ADDRESSEs sHFsE-r). SEVEN
7 CO S MUST BE SENT T HE NC. DIVISION WATER
OTJALITY_ ATTW- mum nnnxtv-"
I . OWNER'S NAME:
2. MAnJNr ADDRESS: vQ-fo - C02

-1SUBDMSION NAM E
CITY. `0 STATEN (o
ZIP CODF7. Z
PROJECT LOCATION AmrttsS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) (WORK)
4. W APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL. ADDRESS.
PHONE NUMBER: e7

c-
5- LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP M AERIAL FHOT RAPM Wn`H SCALE):
COUNTY: • NEA MT TOWN: ` W
P.2
FEB 02 '99 11:49AN P.3
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ef;;;
kW 6?,s
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7jL u PROJECT
WATERS (LOCATEDHQWN&A)R WATER CT.ASSIFMD
HIGH AS TROUT. TIDAL SALTWAM, (SA),
PLY Y (WS (wS-I , OUT"STAATDMG RESOURSE WATERS (OR '%l SUPP OR WS-Iq? YES ( ) No (Y ). II' YES. E7?t .AiN: ?•
7b. IS TPE PROJECT LOCATED V TrM W A NORTH CAROLINA DI VISION OF COASTAL
MANAGEMENT ARFA OF &MROMENTAL C014C ERN ?
(AEC). YI:S NO ? x )
74;. TI' THE
UNTICT I, QCA
COASTAL COUNTIES), , ?'ITTIIN A COASTAL COUN T (SEb PAGE 7 FOR LIST OF
?'?'HAT i3 3 THE LAND USE PLAN
(LUP} DESIGNATION?
13 HAVE ANY SECTION S ]SUN?PZWOUSLY REQUESTED FOR USE ON PHIS
PROJEC?7 YES ( ) NO ( ) IF yi• PROVIDE ACTION I.D. NUMB&R OF MF.VIOUS
MTi AND ANY ADDITI 1K O
CCERMA770N (INCLUDIE PHO'T'OCOPY OF 401
+?TiX7CATlON}:
Bb. ARE ADDITIONAL MR7 REQUESTS TXPkCMD FOR TEAS PROpER'Iy IN' THE
PU EME? YES( j NO , ) IF YES, DESCRIBE AN-r CIPATE,) WORK: --
' T4714 +TED TOTAL NUMBERS OF ACRES IN TRACT 0; LAND: 5???1j
9b• UT24ATED TOTAL ,
NUM81?R OI=ACitU VrjS jpOi1T? ON SUE.
vvv
! 8s. NUM$EjT OF ACRES OF gr£7L ANDS IMPACTED Z3Y THE PROPOSED PI;0.MCT BY:
01jor)
t FEB 02 '99 11:50AN - P.4
.
©? r _ C sC?'c j bkq
pro: 9XCAVATJON:.
FLOODING-
PRAINA06 . TOTAL AC US TO RE DAPACTBD: `00
'10b. (a) STREAM CHANNEL TO M D4pACTFD BY THE pROPOSED PROJECT (IF
RII.OCATET.J, PROVIDE WST'ANCE BOTH AFPORE AND AF 17ER PELOCAT70M
LFNcnv &EFFORE: z 6 FT AFTER: !® 0
14IDTH 11MRE ?'
(tea on nom?I hi$k water eoaiaus): FT
AVERAGE DE.PM BZFORF- AFT.E L-
(2) MIAM CHANNM IMPACTS WIXL.RESULT FROM: (CHECK ALL THAT APPLY)
OA'FN CItANNFL RELOCAITON:-PLACFMBNT OF PVE W CRANrTEL: V
C' i'A . EXCAVATION: COONSTRUCnON OF A DAWFFi pUpWG:
OTHER: _ e aLU L4j?- ceorsr Ld pj?A, 4r e j4&16
11. Jr- COIdSrt'R.UCITON OF A &ND IS PROPOSED, WHAT IS THE SIM OF TM WATER SHED
DRAINING To Tf% POND? WHAT IS THE EXPECIED
POND SMVA" AREA?
I2• DISC MON OP PROPOSM WORK INCLUDYNG DISCUSSION OF TYPE OF MECHANICAL
EQUUMENT TO BP.. USED? (ATTACH PLANS: 8 tn l_ 1lY I I DRAWINGS ONLY)
©F-
13. 1'URPAsE 8P PRoPosW woRK: _ _ __,S? t"? . b,4j?t,? AIZC?
14. STATE MSONS WHY IT IS BEL ICM THAT TMS ACTM7T MUST BB CARRIED 6TJT IN
WsET ANDS (INCLUDE ANY MEASURES TARFN TO MINIMIZE WETLAND DVAC F5)
c OF
C -L
FEB 02 '99 11:50AM
TS. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLTFE SMVIC36 AND/OR
- NATIONAL MARINE PISHERIES SERIVE REGARDING TIM PRESENCE Of ANY FEDERALY
LISTED Olt PROPOSED FOR LISTING ENDANGERED OR TFIRFATENEU SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA T MAY BE AFFMCTED BY THE PROPOSED
PROJECT: DATE CONTACTED:
It. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICLR
(SHPO) REGARDING THE pRESENC:E OF HISTORIC PROPERTIES IN 711E PERMIT AREA
WHICH MAY BE AFp-FC r D BY THE PROPOSED pRojECT. DATE CON7 ACTED
17, T3MSTMPROX-CTINVOLVE
PUBLIC (STAY): ? AN EOF PUBLIC FUNDS OT 7TdE USE OF
) LANI3. YES ( (IP N0. CIO TO 16)
ff YI?S, DOES TI3$ pRCCT REQOF AN FNVIRUNMENZAI,
DOCUMENT PURUANT TO THTi RJEOF THE NORTH CAROLINA
E''"IMONMEN fAL POLICY ACT? YES( ) NO ( )
b. IF YFS, HAS THE DOCUMENT BIffN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CIMAWNGHOUSE YES ( ) NO ( )
IF ANS WER 17b IS YES, TFMN SUBMIT ApIsjtOPRTATB DOMNENTATIONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATt, CL.EARWGHOUSL. RBVIFW pROCIESS SHOULD BE
DIRT L-mD TO MS. CFMYS BAGGE7T, DIRECTOR STATE CLEARINGHOUSE. NORTH
CAROLINA riEI'ARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RAIXIGN,
NORTH CAROLINA 27603.8003, TELZ PHONE [phone].
I8. THE FOLLOWING, TTEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
A( TTvITY INVOLVES TIM DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
V&-JLANDS.
a R'GTLAND DELINEATION MAP SHawmr, ALL wETLANDS. STREAMS. LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14.18.21.26.29,
AND 38)- ALL STREAM (L"qTERMn-M-NT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAp. MAP SCALES SHOULD BE 1 INCH EQUALS 30 FEET '
OF I INCH EQUALS 100 PEET OF THEIR EQUIVALENT.
b. II' AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WMLANDS TO BE 1MPAC'7ED
BY PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, TNCLUD$ ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF T'HE DELDMATION LB"k.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
t. WHAT IS. LAND USE OF SURROUNbING pROPOERTY?
-- nkI T- r AAJS -
P.5
. FEB 02 1 99 11: 50AM '
f. IF APPLICABLE, WHAT 13 PROPOSED METHOD OF SEWAGE DISPOSAL,?
`r
v 1?p, ?sC-) l
S. SIGNED AND DATED AGENT AUTHORIZATION LE MR. IF APPLICABLE.
NOTE: W'I'LANDS OR WATERS OF THE US MAY NOT DE IMFAC'TED PRIOR TO:
T) ISSUANCE OF A SE ON 404 CORPS OP BKMEERS PERMIT, •
2} ELTH£R MA ISSU oR WAIVER OF A 401 DIVISION OF WATER QUALITY
CER 10N,
3) (IN TI CO TAL COUNTMS ONLY), A LETTER FROM THE NORTH
C A M ON F COASTAL MANAGEMENT STATING THh PROPOSED
CO STi WITH THE NORTH CAROLINA COASTAL
RAM.
will AC1!!5 SI ATUR$ DATE
(AG S SIGNATURE VALID ONLY
ff A ORT7AMONi LETTER FROM
TMs IS PROVIDED).
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
James Baker
Bobbitt Design
600 Germantown Road
Raleigh, NC 27607
Dear Mr. Baker:
Re: Shaw Properties, LLC
Wake County
DWQ # 990103
OWN%
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 26, 1999
The Division of Water Quality has reviewed your submittal for a 404/401 Permit for Glenwood Avenue
shops on Wake County. Your application was not complete since copies of the old Certification were not included.
As stated in the February 12, 1999 letter, we need this information to complete our review.
Please respond with three weeks of the date of this letter by sending us the appropriate information. If
we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will
request (by copy of this letter) that the Corps of Engineers place this project on hold. Also, the project will be placed
on hold for our processing due to incomplete information (15A NCAC 211.0507(a)(4)). Your processing time will
begin once we receive a complete application.
Attachment
cc: Raleigh DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
990103.hld
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
BOBBITT & ASSOCIATES, INC.
600 GERMANTOWN ROAD
RALEIGH, NORTH CAROLINA 27607
919/851-1980
FAX [phone]
TO
DATE JOB NO.
ATTENTI
ryry ??.y¦
wl?. ?? rw'11 RE:
> WE ARE SENDING YOU ? Attached ? Under separate cover via the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
1'1 T+kim :%K) c_TtF cA-t?&,J
I C.

THESE ARE T NSMITTED as checked below:
For approval ? Approved as submitted
? or your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 19
REMARKS
? PRINTS RETURNED AFTER LOAN TO US
d

COPY
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
SIGNED: V I?
If enclosures are not as noted, kindly notify us at once.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
James Baker
Bobbitt Design
600 Germantown Road
Raleigh, NC 27607
Dear Mr. Baker:
Re: Shaw Properties, LLC
Wake County
DWQ # 990103
4 • •
AVW
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 12, 1999
The Division of Water Quality has reviewed your submittal for a 404/401 Permit for stream crossing for
Glenwood Avenue shops Pre-construction application (lots 1 and 2) in Wake County. Your application was not
complete since seven copies of the application and location and site maps were not included. Also as described in
the PCN form, copies of all old 401 Certifications must be included. Please provide information regarding the
location of your project. This information is needed by DWQ in order for us to decide whether this project is
approvable.
Please respond with three weeks of the date of this letter by sending us the appropriate information. If
we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will
request (by copy of this letter) that the Corps of Engineers place this project on hold. Also, the project will be placed
on hold for our processing due to incomplete information (15A NCAC 2H.0507(a)(4)). Your processing time will
begin once we receive a• complete application.

Attachment
R. Dorney
r Quality Certification Program
cc: Raleigh DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
990103.hld
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
B BB/TT
D E S I G N- B U I L D
February 5, 1999
Mr. John Dorney
NCDENR
North Carolina Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
RE: GLENWOOD AVENUE SHOPS PRECONSTRUCTION APPLICATION
RALEIGH, NORTH CAROLINA
Dear Mr. Dorney
I am being required by the City of Raleigh to submit plans for your office's review with regards to
a stream crossing through a location that has been identified as being part of the Neuse River
Basin Buffer. I met with Harlan Britt and Kevin Martin at the site to verify that this stream did
qualify. I have attached the comments from the City of Raleigh's Conservation office that is
requiring a letter of compliance from your office. I have already met with Charles Brown of the
Regional Office and went over the project with him. He saw nothing in my design to cause alarm
and suggested that I submit to your office. He also suggested that I provide explanation for the
design .
These owners did qualify in all categories to request an exemption to the rule ("grandfathered"),
but based on the political nature of subject and how the legislature is continuing to change the
requirements, the owners were not willing to take the time to try for the exemption. We had to
design the site to provide the minimum amount of parking based on the City of Raleigh's Code.
The stream crossing is a minimal disturbance relative to its size and that it is perpendicular to the
stream. Also, we have located the drive on the closest side to the head of the stream. The
stream actually begins at the pipe under the adjacent residential driveway that is shown on the
plans. The City of Raleigh previously cleared the sewer easement. All water is being channeled
to two retaining ponds prior to being discharged into the buffer. I have attached the calculations
from the Civil Engineer with regards to the discharge.
I would appreciate your review in a timely fashion. It would appear that the City of Raleigh is
holding up the surveyor from recording the maps on the property, the planning department from
giving site plan approval and the inspections department from giving a grading permit. Anything
you can do would be appreciated.
Sincerely,
IATES, INC.
Baker
Developer
r_020599.doc]
s i n c e
BOBBITT & ASSOCIATES, INC. • 600 GERMANTOWN RD. • RALEIGH, N.C. 27607 • 919/ 851-1980 • FAX [phone] • www.bobbitt.com
w. FEB 02 '99 11.49AM
% LF.IGH RE01ONAL CUFF!
.o:.wdm? ... MMOMM
38O0 Barrett Drive, Suite 1C.1i
N CD Raleigh. NC :27609
Phone: "/571•4700 FAX, "/°71414
' FACSIMILE
. You should be rocei
ving {,?„C? pages (including coves ahxt}.
Iryou do not rec6vc all pages, phase contact seadcr at 9191571-4700
TO: -*A- 011; M-011
ORGANIZATION: `T
FAX NUMBER e ?
MI:SSAGB:Le l S
-?e?kls o? r1,
FROM:
StmircT.
DATE:
4

P.1

4 FEB 02 '99 11:49AM• P.2
LWQ ID: COMPS ACTION ID:
NATTONWIDEPXRMrrREQUESTED(PROVIDENATTONwmE?SR,MIT#) _
PRE-CONSTRUCTION N07MCA77ON APPLICATION
MR NATIONWIDE PEANUT'S THAT REQUIIM
1) NOTIFICATION TOTHE CORPS OFENGReERS
2) APPLICATION FOR SECTION 40i CERTIFCATION
3) COORDINATION WITH TM- NC DIVISION OF COASTAL MANAGEMENT
SEND TIES ORIGINAL. AND (i) COPY OF TEIIS CONOLETF.D FORM TO TUB APPROPRIATE
FM M OFFICE OFTHE CORPS OF ENGINEERS (SEE AGENCY ADDMSES gmp-). SEVEN
tan J?r%vwwv?&? %L
I-L I H Ll: Y , A l I DO .1 UH N IJURNEY. 4401 REEDY CREEK ROAD.
RALEIGH. NC 27607 PLEAS; PRINT OR TYPE.
I • OWNER'S NAME. fi?S (, -
CV' Z. MAnim ADDRESS. (c) l >, Wwn, VQ,.
SUBDIVISION NAME
CITY: - { ?? STATE NCI 2V CODP-.: I
PROTECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFPERENT I-ROM
NIAELSNG ADDRESS ABOVE):
3. TawHONTi NUMBER: (HOME) (WORK) 0 9-
4. IF APPLICABLE:: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL. ADDRESS.
PHONE NUMEE,R: 5:z,- . (cf Qr--N
5. LOCATION OF YORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR Ar* I 79Tor.RAPHY WITH SCAL.1:):
COUNTY: MA REST TOWN: -PAP
/
FEB 02 '99 11:49AM-
DWQ ID: CORPS ACTION ID•
XATIONWEE PBRMIT itEQUESTED (PROVIDE NATIONWIDE PT=R,%= #) _
M-CONSTRUCTION NOIMCATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE;
I) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SFCnoly 40i CERT¢CATION
3) COORDINATION WITH 7I1L NC DIVISION OF COASTAL, MANAGEMENT
I,/
SEND TILE ORIGINAL: AND (1) COPY OF THIS MWLPTED FORM TO THE APPROPRIAM
F7E1.T> OFFICE OF THE CORK'S OF ENGINEERS (SEE AGENCY ADDRESSES SHSLT). SEVEN
CO S MUST BE SENT T E NC DIVISION WATER
I IALITY ATTN• JOHN DORNEY 4401 , DY CREEK ROAD
I. OWNER'S NAME:
2. MAII1Nn ADDRESS:
PROJECT' LOCATION ADDRESS. INCLUDING SUBDIVISION NAME (IF DUIPERENT FROM
MAILING ADDRESS ALOVE):
L cJocso 4v?,.
3. TEU PHONL NUMBER: (HOME) (WORK) Z(-o
4. IF APPLICADLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL ADDRESS.
PHONE NUMBER: k ?_ 1 r - ? ct (,on C]
P.2
,_1SUBDNISION NAME
CITY STATEN C
?.EP CODF..2? Z
S. LOCATION OT' WoRm (PROVIDE A MAP, PREFERABLY A COPY OF USGS TbPOGRAPIIIC
MAP OR AERIAL FHOT RAPHY WITH SCALE):
COUNTY: • NBAMST TOWN.
- R4?
FEB 02 '99 11:49AN
SPEC= LOCATION (IIJC(.LJflE itOAD NLTj.MERS. LANDMARKS. gr.)

6. "ACTED oa NEARPST STREAjf&j AR aAA6 OF
11111M BASIN:
7i LS PROJECT LOCATED NEAR WATER CLASSIFIED AS ?ROUT. TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW). Ocrr& TAND3NC RESOURSE WATERS (ORW). WATER
SUPPLY (WS4 OR WS-II}? yF$ ( 1 NO (Y ). IV YP-S. EXPLAIN.
7b. IS THE PROJECT LOCATED WnlMq A NORTH CAROLINA DI VISION OF COASTAL
MANAGEMENT AREA OP Et4 VIROMENTAL CONCP.RN
G+EL7• YES ( )NO ()()
70. II' THE PROJECT IS LOCATED WMIIN A COASTAL COUNTY (SEb PACE 7 FOR LIST OF
COASTAL COUNTIES), ',HAT Is TIME LAND US$ PLAN (LUP) DESIGNATION?
83. RAVE ANY SECTION S BFs£N PREVIOUSLY RE
PROJECT-? YFS ( ) Nb =)IF QUESTED FOR USE ON 1`HIs
PERMYT AND ANY ADDITI S. PR OVIDE ACTION i.D. NUMBER OE MF.VIOt3S
CERTMCATION: RMA77ON (INCLUME PEOTOCOPY OF 401
Bb. ARE ADDITIONAL PERma REQUEST'S ExpECTED FOR THIS PROPERTY IN THE
FUTURE? M ( ) NO ) IF YES. DESCRIBE ANl•ICIPAM WORK:
OL 4ST24ATLD TOTAL NU)aMU OF ACRES IN TRACT C1F LAtvD: 'T5`? ?1E,es?
95. E6TD4ATPD TOTAL, NUMBER OF ACRES WANDS LOCATED ON
SITE:
©.O Z.5' , Ciw-,,j Pjoj?C
5WW1 /ACA V ?-r •
104. NUMSM OF ACRES OF WErANM IMP ?
ACTED BY THE PROPOSED PROJECT BY:
(01 r-v---.% I
*J`V? (-eXN?U, aick)
P.3
FEB 02 '99 11:50AM P.4
EXCAVATION: .
PLOODTN0. OTIM : .
pRAMAaH: TOTAL ACRU TO BB WPACTBD: Otco IM (1) STREAM CHANNEL TO BE II?WACTJM BY THE pRoPOSED PROJECT (IF
RMWATEn. PROVID& DISTANCE BOTH BEFORE AND AFTSA RFLOCATIaN:
L NMW REPORE: x to go ------YT AFTER: 90
WrDTE£ IIEFORE 'Z 21
(based oa norssui high osier coatotus}: Fr
AV£AAGL DEPTH liliFoRr. AMP- ---Fr
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM. (CHECK ALL THAT
APPLY/)
OPP-N CI{ANNBL. RMoOCATl0N:. PLACEMENT OF pen IN CHp2v*NEL: v
CRAN? EXCAVATION: _•_„? COONMUM ION OF A DAM/FL 0DiNG:
=mp--15?ej VaAd-4r &, 14ea/
l l • YF CONMUCTION OF A &ND IS PROPOSED, WHAT IS THE SIZE OF TILL WATERSHM
D$ARMG TO THL POND? WRAT IS THE E7t'pECIED
PONA SU32PACE, AREA:'? `
12. DISC."I'lynoN OF PROPOSED WMK INCLUDING DISCUSSION OF TYi'F OF mEcxANICAL
EOUIPZr rM TO BF USED? (ATTACH PLANS. = i BY I 1 DRAWINGS ONLY)
13. pUOSE aF pltoposl;nn waRK: _
I?'t? . O d?
k4m
14. STATE REASONS WHY IT LS BF.L r,%D THAT THIS ACTNITY AfUST BE CARRIED OUT IN
( INCLUDE ANY IMASURES TAKEN TO WNW= WETLAND WPACTS)
d?iyxej? Yee-
cky-?,? b,,&o J. WxYt e, 444-
o
FEB 02 '99 11:50AM P.5
I3. YOU ARE REQUIRED TO CONTACT T1m us I.7sH AND %-zn TPS S> vlcu AND/OR
- NATIONAL MARINE P ISHERIES SERIVE RSGARbTNG TIM, PRESENCE OF ANY F1rDERAL.Y
LISTED OIL PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMI T AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROMCI: DATE CONI'ACTED: --4 1
It. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESFRVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PER16UT AREA
WILICH MAY BE Al ECTED BY THE PROPOSED PROXC.T. DATE CONT ACTED
17. DOES PRO7LCT INVOLVE AN , OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO ( tTION IF NO. GO TO I8)
t IF YES. DOES THE PROJECT REQUIJ: OF AN FNVIRUNMENTAL
DOCUMMI T PURUANT TO THE RtrQ NTS OF THk NORTH CAROLINA -
F.NYIRON EMAL POLICY ACT? YES ( } NO ( )
b. IF YFS, HAS THE DOCUMENT BEEN REFIEWED TROUGH THE NORTH CAROLINA
i)EPARTMENT OF ADMINISTRATION STATE ClAARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES. TFTEN SUBMIT APPROPRIATE DOCUMENTATIONFROM TIZ STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVTFW PROCESS SHOULD BE
DIRFsCTBD TO MS. CHXYS BAGGBTT, DIRECTOR STATE CLEARINGHOUSE. NORTH
CAROLINA DEPARTA+ EN37 OF ADMINISTRATION, I I6 WEST•JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone]..'
19. THE FOLLOWING: ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
Arl vM 1NvOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL IN•1.O
7&ILANDS.
A. VMT'LAND DELINEATION MAP SHOWING ALL WETLANDS. STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14.18.21.26.29,
AND 38). ALL STREAM (LWTE,RMTTTF.NT AND PERMANENT) ON THE PROPERTY
24UST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE I INCH ZQUALS 30 FF1rT
OF i INCH EQUALS 100 FIST OF THEIR EQUIVALENT.
b. IF AVAILABLE. REPRBSENTATIvE PHOTOGRAPH G1F WE'II,ANDS TO BE IMPACTED
BY PRODUCT.
c. IF DELU4EAT10I3 WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACFMHNT OF *I HE DELINEATION L 'lk.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF RBQLJIItEb.
,9. WHAT IS LAND USE OF SURROUNDING PROPOERTY?
- r)aA T?)[ Ad S -
FEB 02 '99 11: 50AM '
TF APPLICABLE, WHAT 13 PROPOSED METHOD OF SEWAGE DISPOSAL?
'•1'?/ 1` ICY-I ?sC?
S.. SIGNED AND DATED AGENT AtrrHORIZAMON LETTER. IF APPLICABLE.
NOTE: WTI-ANDS OR WATERS OF THE US MAY NOT DE IMPACTED PRIOR TO.
1) ISSUANCE OF A SE ON 404 CORPS OF BNO EERS PERMIT,
Z) ErM-R T UB ISSU OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CER ATION,
3) (aN TF CO TAL COLWIMS ONLY), A LETTER FROM THE NORTH
C A ON P COASTAL MANAGP.WNT STATING TM PROPOSED
CO STS WITH THE NORTH CAROLINA COASTAL
RAM.
AdENT' SI ATLrRE DATE
(AG 'S SIGNATURE VALID ONLY
IF A OR77ATION LETTER FROM
THE ?NER IS PROVIDED).
P.6 -T

3
City of Raleigh, NC
Development Plans Review Center
P. O. Box 590, Raleigh, N. C. 27602
Telephone: [phone] FAX: [phone]
www.raleigh-nc.org/planning/plandprc.htm
PRELIMINARY
COMMENTS
-- NUMBER: SP-14-99
DATE: 1/29/99
PLANNER COORDINATING REVIEW: Christine Darges
WHEN YOU RESPOND, PLEASE INCLUDE THE FOLLOWING MATERIALS:
Submit four (4) sets revised plans by February 5th.
PLEASE NOTE THAT IF YOU RECEIVE THESE COMMENTS BY FAX,
MARKED-UP PLANS ARE AVAILABLE FOR PICK-UP AT THE RECEPTION
DESK IN THE DEVELOPMENT PLANS REVIEW CENTER, 4TH FLOOR OF THE
RALEIGH MUNICIPAL BUILDING.
Please return revisions as soon as possible. If your plan requires a hearing, you
will already have been notified of the target date to return confirmation to us that
you have notified adjacent property owners.
When you return revised plans, please direct them to Beth McFarling, in the
Development Plans Review Center, 4"" Floor of the Raleigh Municipal Building.
They will be forwarded to your coordinating planner. Thanks.
PLEASE NOTE THE FOLLOWING:
PLANNING (Christine Darges) 890-3669 of Greg Hallam at 890-3651
1. Your property may be affected by the Neuse River Nutrient Sensitive Waters
Management Strategy Rules. This could require the preservation of riparian
buffers along watercourses on this property. These rules are enforced by the
PROJECT: - Glenwood Avenue Shopping areas
North Carolina Environmental Management Commission. Please contact the
Division of Water Quality at 571-4700.
2. There was a subdivision approved on this property, S-14-96. An area was
noted for a shared drive and cross access area. What you are showing for
access is different. The documents will need to be amended or the drive
location changed.
.3. This is a shopping area and will required sign criteria and unity of
development. Only a low profile ground sign is permitted in accordance with
Z-90-95. This applies to the entirety of the development. Unifying elements
apply to all sides of the building, especially visible from adjacent residential.
4. In the thoroughfare district, no more than 30% of the 50' deep yard is
permitted for grading and tree removal. It looks as though you exceed that.
Show calculations.
5. 40' wide transition yards are required adjacent to any residential zone or use.
In your case, this is the east and southern property lines. To the west, it is
vacant and zoned thoroughfare where a 10' wide type D yard is required.
Where you have the access drive in the rear, the yard will need to be planted
on your side of the easement.
6. The standards for a thoroughfare yard are in excess of 6" caliper / 50 linear
feet. Check your resource management section in the landscape ordinance
for types and sizes.
7.. The Appearance Commission's Landscape and Design Committee had the
following comments:
- Is the 30" maple the only existing tree on site?
- Elevations other than front need unifying elements.
- The lighting in the rear of the property needs to be a cut-off type fixture
that reduces glare to the neighboring uses.
- Consider using black vinyl coated fencing for detention areas. It is less
visible.
8. Show conditions of zoning case on the plans.
9. I am waiting for some feedback from the area planner to determine this plans
. conformance with the Comprehensive Plan.
10. Provide an internal pedestrian plan, especially with parking in the rear of
the building. Are there any public access areas in the rear of the buildings?
CENTRAL ENGINEERING (Veronica Taylor) 890-3030
1. Construction plans for streets and utilities shown on this plan must be
approved by the Central Engineering Department prior to issuance of permits
or recording of any plat for this development. Contact Steve Lockwood (890-
3824).
2. Fee-in-lieu for 1/2-41'bb with sidewalk.
3. Show typical section- (centerline to r/w) showing roadway widening, ditch,
etc...
TRANSPORTATION (David Thompson) 890-3430
t
1. See Central engineering.
CONSERVATION INSPECTIONS (Bill Brower) 890-3767
1. Show that.CR 7107 applies- to this site.
PUBLIC UTILITIES (Cesar Sanchez) 890-3400
1.. Show deed reference for sewer easement.
2. See redlines.
3. See detail of U-30 of Public Utilities handbook.
4. Show meter inside r/w.
5. Show backflow outside of r/w.
6. You show 2 properties, but one service?

DATE: 01/30/99
TO: JAMES BAKER
FAX NUMBER: [phone]
FROM: INSPECTIONS DEPARTMENT
COMMRCIAL PLANS COORDINATOR FAX NUMBER: [phone] PHONE NUMBER: [phone]
SFD/DUPLEX - PLANS REVIEWER AS NOTED ON COMMENTS SHEET
RE: PERMIT APPLICATION TRANSACTION # 117252
TOTAL # OF PAGES INCLUDING THIS COVER SHEET: 2
? PLANS REVIEW STATUS Per your inquiry
This is an incomplete listing of your review for this project These comments are delayed one-day from
our current system data. Do not bring any revisions pertaining to this review (see below)
® PLANS REVIEW COMPLETE
Plan review for your project has been completed. Some area(s) of your plan documents do not comply
with the applicable codes. Review is attached. Please be advised that due to limitations for storage these
plans must be picked up by 02-05-1999 or you must confirm by fax that you have received this
correspondence and request that the plans be destroyed. It is always necessary for project continuity that
a revised submission be received within (30) days of this notice.
SFD/Duplex - Resubmitals must be accompanied by a transmittal letter which responds to each identified
outstanding item(s) and resubmitted to your Plan Reviewer.
------------------------------------------------------------------------------------------------------------------------------
Commercial - Resubmit three (3) new, revised sets of drawings for further review. A transmittal letter, which
responds to each of the outstanding item(s), and conveys, must accompany each set of plans where the revision
has been made. Revisions should be "clouded & dated" on the drawings. Failure to execute one of these items
will result in this transaction being voided and a forfeiture of the plan review deposit.
Thank you in advance for your cooperation.
FAX TO: [phone] ATTENTION: COMMERCIAL PLANS COORDINATOR
? Please dispose of my current plans. New drawings with revisions will be submitted.
?i try Of
,-JYarth
CRaleigh
Carolina
FAX COVER SHEET
TIME: 01:02 PM
Project Contact Person ( Print name ) (Initial) Date
VISIT OUR INTERNET SITE (a-)
, ivww.raleigh-nc.org/economic.htm
City of Raleigh
PLANS FOR 117252 AT 08621 GLENWOOD AV
01/30/99 01:02 PM
RUN DATE 01/30/99 SELECTED PLANS REVIEW PAGE 1
TRANS # PROJECT NAME CONTACT
117252 GRADING 2.47 JAMES BARER
PHONE [phone] ADDR 08621 GLENWOOD AV
DATE STARTED 01/15/99 # DAYS 000 FAX # 919
DEPARTMENT REVIEWER DATE ACTION
BUILDING
CONSERVA RTR 01/19/99 UNRESOLVED
-1) PLEASE PROVIDE A COPY OF THE APPROVAL LETTER FROM THE
STATE CONCERNING THE NEUSE RIVER BUFFER COMPLIANCE.
'A"?/?-2) PLEASE PROVIDE CALCS. FOR THE RETENTION PONDS, WILL
NEED R-4 FIGURES FOR CR-7107 CONDITIONS.
3) PLEASE INCLUDE A DETAIL FOR WHATEVER DEVICE IS BEING USED
Vf FOR THE OUTFLOW CONTROL ON THE PONDS.
IF QUESTIONS, PLEASE CONTACT:
TODD RALL
890-3172 EXT.
DEV REGS CMW 01/20/99 APPROVED
(5K IF QUESTIONS, PLEASE CONTACT:
MIRE WOOD
890-3793 EXT.
SITE
ZONING CHD 01/26/99 UNRESOLVED
MC?r 1. GRADING IN THE THOROUGHFARE YARD EXCEEDS 30% THAT IS
NOT PERMITTED IN THE CONSERVATION MANAGE T DISTRICT.
2. WHEN A GRADING PERMIT IS ISSUED ON A SITE THAT REQUIRES
SITE PLAN APPROVAL OR HAS-ZONING CONDITIONS, A 40' UNDIS
TURBED BUFFER IS REQUIRED UNTIL THE PLANNING COMMISSION
AND CITY COUNCIL REVIEW IT.
IF QUESTIONS, PLEASE CONTACT:
CHRISTINE DARGES
890-3669 EXT.
2 of 2
. Company: Bobbitt
Fax: [phone]
Phone: [phone]
Re: Shaw Property Detention Pond - Rip-Rap
Date: 11/16/98
Pages: 2
CC: file
..Comments: -
Mike
Here.is the design information for the detention ponds we met and discussed this morning.
In addition, I forgot to mention that there is no weir shown on the Southern pond across the berm,
so you relay need to show a 10 foot long weir at the elevation of 415,00 emptying down toward the
creek.
If you need anything further, please let me know!
Thanks,

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J?-
Northern Pond Prelim. Routing

w "
LEON SHAW WO WET DETENTION BASIN (NORTHERN - HYDROG RAPH PAR AMETERS o
a
Item Existing Proposed E AL
rr
Drainag e Area
Pervious [acres] 1.6 0.4 Ref: Top rap 'c
Impervious [acres] 1.2 Mapping
Drainage Area [acres] 1.6 1.6 .
73.8% %impervious e
Rational C
Pervious C 0.55 0.55 Ref:Hydros
Impervious C 0.95 Design Manual
Composite Rational C 0.55 0.85

Time of Concentration, Tc
Time of Concentration, Tc Ref: Hydros, Page
Length of mainstream [feet] 11 -hydrologic
Avg. slope of watershe %] design (scs
CN method)
Lag [hrs]
Tc [min] 5.0 5.0

Intensities,
2-year [in/hr] 5.76 5.76 Ref: Hydros Storm water
10-year [in/hr] 7.22 7.22 Design Manual
100-year [in/hr] 9.00 9.00

Peak Discharge, Qp Q = CIA
2-year [cfs] 5 8
10-year [cfs] 7 10
100-year [cfs] 8 12

Curve Number, CN
Soil Type Cecil Ref: Soil Survey
Hydrologic Soil Group B for Orange. County
Pervious CN 60.0 60.0 & Hydros
Impervious CN 98.0 98.0 Design Manual
Composite CN 60.0 88.0
S 6.7 1.4

Precipi tation Amount, P for 24 hour storm
2-year [inches] 2.65 2.65 Ref: Hydros
10-year [inches] 3.90 3.90 Design Manual
1100-year [inches] 7.20 7.20

Volume of Runoff, V, from 24-hour storm
2-year [inches] 0.22 1.51 v = ((p-.2S ^2 / p+.8s)
10-year [inches] 2.64
100-year [inches] 5.79

2-ea [acre-feet] 0.03 0.21
10-year . [acre-feet] 0.36
100-year [acre-feet] 0.79

Time-to-Peak, Tp (for use in routing)
2-year . [minutes] 13.5 Tp = V/ 1.39'Qp
10-year [minutes] 18.8
100- ear [minutes] 33.1

Time Interval for Routing
2-year [minutes] 1
10-year [minutes] 1
100-year [minutes] 1 for peak definition
100-year [minutes] 60 to ensure basin empt ies

BASIN PARAMETERS

Page 1
1 i
i?
Riser Barrel Emergency Spillway
18 = Dia. riser (inches) 15 = Dia. barrel (inches) 30 = Length.
3.3 = Cw riser 0.6 = Cd barrel 3.00 = Cw
419.30 = Crest elev. riser 415.00 = Invert elev. barrel 420.00 = Crest elevation
1 = height outlet 1 [in.]
0.083 = length outletl [ft] Basin Regired Vol ume
0.6 = Cd outlet 1 30 = width @ w.s.e. 1.21 = Imp. Area ac.)
416.5 = Invert outlet 1 45 = length @ w.s.e. 4374.73 = Volume 1" runoff
i 0 = height outlet 2[n.] 3 :1 = side slopes ft^3
0 = length outlet 2 [ft] 416.50 = Initial elev. water level
0 = Cd outlet 2 5051.22 = Volum rovided
0.0 = Invert outlet 2 ft^3
Results
Event Pre-Develo meet Post Development Post Development Credits
With Controls No controls
Peak Volume Peak Peak Volume Peak Volume Peak Volume
Discharge Discharge Elevation Discharge max 500/ max 25%
[cfs] [ac-ft] [cfs] [ac-ft] [cfs] [ac-ft]

2 5 0.030 3.1 419.63 0.092 8.0 0.208 16.3%
10 7 n/a 7.0 419.98 10.0 42.6%
100 8 n/a 12.5 420.14 12.5 1 1

416.50 <=== elev. 72 hours

ROUTI NG AND AN ALYSIS - 2- year storm
Outlet Hydraulics
Time Inflow Storage Stage Outflow rea
P Q_barrel Q riser Q Q Q
[min] [cfs] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outletl outlet2

0 0.0 0 416.5 0.0 1350 5.6 0.0 0.0 0 0.0 0.0
1.0 0.1 0 416.5 0.0 1350 5.5 0.0 0.0 0 0.0 0.0
2.0 0.4 6 416.5 0.0 1352 5.5 0.0 0.0 0 0.0 0.0
3.0 0.9 32 416.5 0.0 1361 5.6 0.0 0.0 0 0.0 0.0
4.0 1.6 87 416.6 0.0 1379 5.7 0.0 0.0 0 0.0 0.0
5.0 2.4 183 416.6 0.0 1410 5.9 0.0 0.0 0 0.0 0.0
6.0 3.3 327 416.7 0.0 1457 6.2 0.0 0.0 0 0.0 0.0
7.0 4.2 523 416.9 0.0 1519 6.6 0.0 0.0 0 0.0 0.0
8.0 5.1 774 417.0 0.0 1597 7.0 0.0 0.0 0 0.0 0.0
9.0 6.0 1,080 417.2 0.0 1690 7.4 0.0 0.0 0 0.0 0.0
10.0 6.7 1,436 417.4 0.0 ' 1796 7.9 0.0 0.0 0 0.0 0.0
11.0 7.3 1,837 417.6 0.0 1911 8.4 0.0 0.0 0 0.0 0.0
12.0 7.7 2,274 417.9 0.0 2035 8.8 0.0 0.0 0 0.0 0.0
13.0 8.0 2,736 418.1 0.0 2162 9.3 0.0 0.0 0 0.0 0.0
14.0 8.0 3,210 418.3 0.0 2290 9.7 0.0 0.0 0 0.0 0.0
15.0 7.8 3,685 418.5 0.0 2416 10.1 0.0 0.0 0 0.0 0.0
16.0 7.3 4,147 418.7 0.0 2537 10.4 0.0 0.0 0 0.0 0.0
17.0 6.8 4,585 418.9 0.1 2650 10.7 0.0 0.0 0 0.1 0.0
18.0 6.1 4,988 419.1 0.1 2753 11.0 0.0 0.0 0 0.1 0.0
19.0 5.6 5,354 419.2 0.1 2845 11.2 0.0 0.0 0 0.1 0.0
20.0 5.1 5,685 419.4 0.3 2928 11.4 0.2 _ 2.0 0 0.1 0.0
21.0 4.6 5,975 419.5 1.1 2999 11.6 1.0 3.4 0 0.1 0.0
22.0 4.2 6,187 419.5 1.9 3051 11.7 1.8 4.2 0 0.1 0.0
23.0 3.8 6,324 419.6 2.5 3085 11.7 2.4 4.6 0 0.1 0.0
24.0 3.5 6,402 419.6 2.9 3104 11.8 2.8 4.8 0 0.1 0.0
25.0 3.1 6,437 419.6 3.0 3113 11.8 3.0 4.9 0 0.1 0.0
26.0 2.9 6,442 419.6 3.1 3114 11.8 3.0 4.9 0 0.1 0.0
27.0 2.6 6,429 419.6 3.0 3111 11.8 2.9 4.9 0 0.1 0.0
28.0 2.4 6,404 419.6 2.9 3105 11.8 2.8 4.8 0 0.1 0.0
29.0 2.1 6,372 419.6 2.7 3097 11.8 2.7 4.7 0 0.1 0.0
30.0 1.9 6,337 419.6 2.6 3088 11.8 2.5 4.6 0 0.1 0.0
31.0 1.8 6,299 419.6 2.4 3079 11.7 2.3 4.5 0 0.1 0.0
32.0 1.6 6,261 419.6 2.2 3070 11.7 2.2 4.4 0 0.1 0.0
33.0 1.5 6,224 419.6 2.1 3061 11.7 2.0 4.3 0 0.1 0.0
34.0 1.3 6,188 419.5 1.9 3052 11.7 1.8 4.2 0 0.1 0.0
35.0 1.2 6,153 419.5 1.8 3043 11.7 1.7 4.1 0 0.1 0.0
Page 2
Northern Pond
Prelim. Routing
36.0 1.1 6,119 419.5 1.6 3035 11.6 1.6 4.0 0
37.0 1.0 6,087 419.5 1.5 3027 11.6 1.4 3.8 . 0 0.1 0.0
38.0 0.9 6,057 419.5 1.4 3020 11.6 1.3 3.7 0 0.1 0.0
39.0 0.8 6,028 419.5 1.3 3012 11.6 1.2 3.6 .0 0.1 0.0
40.0 0.7 6,001 419.5 1.2 3006 11.6 1.1 3.5 0 0.1 0.0
41.0 0.7 5,975 419.5 1.1 2999 11.6 1.0 3.4 0 0.1 0.0
42.0 0.6 5,951 419.5 1.0 2993 11.5 0.9 3.3 0 0.1 0.0
50.0 0.3 5,799 419.4 0.5 2956 11.5 0.5 2.6 0 0.1 0.0
6Q.0 0.1 5,684 419.4 0.2 2927 11.4 0.2 2.0 0 0.1 0.0
70.0 0.0 5,616 419.3 0.1 2910 11.4 - 0.1 1.4 0 0.1 0.0
80.0 0.0 5,573 419.3 0.1 2900 11.3 0.0 0.9 0 0.1 0.0
90.0 0.0 5,542 419.3 0.1 2892 11.3 0.0 0.0 0 0.1 0.0
100.0 0.0 5,511 419.3 0.1 2884 11.3 0.0 0.0 0 0.1 0.0
110.0 . 0.0 5,478 419.3 0.1 2876 11.3 0.0 0.0 0 0.1 0.0
120.0 0.0 5,445 419.3 0.1 2868 11.3 0.0 0.0 0 0.1 0.0
130.0 0.0 5,412 419.2 0.1 2859 11.2 0.0 0.0 0 0.1 0.0
140.0 0.0 5,379 419.2 0.1 2851 11.2 0.0 0.0 0 0.1 0.0
150.0 0.0 5,346 419.2 0.1 2843 11.2 0.0 0.0 0 0.1 0.0
160.0 0.0 5,313 419.2 0.1 2834 11.2 0.0 0.0 0 0.1 0.0
170.0 0.0 5,280 419.2 0.1 2826 11.2 0.0 0.0 0 0.1 0.0
180.0 0.0 5,247 419.2 0.1 2818 11.1 0.0 0.0 0 0.1 0.0
190.0 0.0 5,214 419.2 0.1 2810 11.1 0.0 0.0 0 0.1 0.0
200.0 0.0 5,181 419.2 0.1 2801 11.1 0.0 0.0 0 0.1 0.0
210.0 0.0 5,149 419.1 0.1 2793 11.1 0.0 0.0 0 0.1 0.0
220.0 0.0 5,116 419.1 0.1 2785 11.1 0.0 0.0 0 0.1 0.0
230.0 0.0 5,084 419.1 0.1 2777 11.0 0.0 0.0 0 0.1 0.0
240.0 0.0 5,051 419.1 0.1 2768 11.0 0.0 0.0 0 0.1 0.0

419.6 3.1 < maximum 2-year
0.21 <==volume without 0.09 < volume with controls
controls
ROUTI NG AND ANALYSIS - 10-year storm
Outlet H draulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_riser Q Q Q
[min] [cfs] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outletl outlet2

0 0.0 0 416.5 0.0 1350 5.5 0.0 0.0 0 0.0 0.0
1 0.1 0 416.5 0.0 1350. 5.5 0.0 0.0 0 0.0 0.0
2 0.3 4 416.5 0.0 1351 5.5 0.0 0.0 0 0.0 0.0
3 0.6 21 416.5 0.0 1357 5.6 0.0 0.0 0 0.0 0.0
4 1.1 58 416.5 0.0 1369 5.7 0.0 0.0 0 0.0 0.0
5 1.6 122 416.6 0.0 1390 5.8 0.0 0.0 0 0.0 0.0
6 2.3 220 416.7 0.0 1422 6.0 0.0 0.0 0 0.0 0.0
7 3.0 357 416.8 0.0 1467 6.3 0.0 0.0 0 0.0 0.0
8 3.8 539 416.9 0.0 1524 6.6 0.0 0.0 0 0.0 0.0
9 4.7 768 417.0 0.0 1595 7.0 0.0 0.0 0 0.0 0.0
10 5.5 1,046 417.2 0.0 1680 7.4 0.0 0.0 0 0.0 0.0
11 6.3 1,373 417.4 0.0 1777 7.8 0.0 0.0 0 0.0 0.0
12 7.1 1,750 417.6 0.0 1887 8.3 0.0 0.0 0 0.0 0.0
13 7.8 2,174 417.8 0.0 2007 8.7 0.0 0.0 0 0.0 0.0
14 8.5 2,641 418.1 0.0 2136 9.2 0.0 _ 0.0 0 0.0 0.0
15 9.0 3,146 418.3 0.0 2273 9.6 0.0 0.0 0 0.0 0.0
16 9.5 3,685 418.5 0.0 2416 10.1 0.0 0.0 0 0.0 0.0
17 9.8 4,250 418.8 0.1 2564 10.5 0.0 0.0 0 0.1 0.0
18 10.0 4,833 419.0 0.1 2713 10.9 0.0 0.0 0 0.1 0.0
19 10.0 5,428 419.3 0.1 2863 11.2 0.0 0.0 0 0.1 0.0
20 9.9 6,025 419.5 1.3 3012 11.6 1.2 3.6 0 0.1 0.0
21 9.7 6,544 419.7 3.6 3139 11.9 3.5 5.2 0 0.1 0.0
22 9.3 6,910 419.8 5.6 3228 12.1 5.5 6.0 0 0.1 0.0
23 8.8 7,134 419.9 6.5 3282 12.2 6.9 6.5 0 0.1 0.0
24 8.3 7,276 419.9 6.8 3317 12.2 7.8 6.8 0 0.1 0.0
25 7.7 7,368 420.0 6.9 3339 12.3 8.4 6.9 0 0.1 0.0
26 7.2 7,417 420.0 7.0 3350 12.3 8.7 7.0 0 0.1 0.0
27 6.7 7,429 420.0 7.0 3353 12.3 8.8 7.0 0 0.1 0.0
28 6.3 7,411 420.0 7.0 3349 12.3 - 8.6 7.0 0 0.1 0.0
29 5.9 7,369 420.0 6.9 3339 12.3 8.4 6.9 0 0.1 0.0
0.1 0.0

-

Page 3
30 5.5 7,305 419.9 6.8 3324 12.3 8.0 6.8 0 0.1 0.0
31 5.1 7,225 419.9 6.7 3304 12.2 7.4 6.7 0 0.1 0.0
32 4.8 7,133 419.9 6.5 3282 12.2 6.9 6.5 0 0.1 0.0
33 4.4 7,030 419.8 6.3 3257 < 12.1 6.2 6.3 0 0.1 0.0
34 4.2 6,920 419.8 5.6 3231 12.1 5.6 6.0 0 0.1 0.0
35 3.9 6,831 419.8 5.1 3209 12.0 5.1 5.9 0 0.1 0.0
36 3.6 6,755 419.7 4.7 3191 12.0 4.6 5.7 0 0.1 0.0
37. 3.4 6,690 419.7 4.3 3175 11.9 4.3 . 5.5 0 0.1 0.0
3 3.2 6,632 419.7 4.0 3161. 11.9 4.0 5.4 0 0.1 0.0
39 2.9 6,579 419.7 3.8 3148 11.9 . 3.7 5.3 0 0.1 0.0

420.0 7.0 < ==maximum 10-yr

Northern Pond
Prelim. Routing
ROUTIN G AND ANALYSIS -100-year storm ,
Outlet Hydraulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_r iser Q Q Q
[min] [cfs] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outlet1 outlet2

0 0.0 0 416.5 0.0 1350 5.5 0.0 0.0 0 0.0 0.0
1. 0.0 0 416.5 0.0 1350 5.5 0.0 0.0 0 0.0 0.0
2 0.1 2 416.5 0.0 1351 5.5 0.0 0.0 0 0.0 0.0
31 0.3 8 416.5 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
4 0.4 23 416.5 0.0 1358 5.6 . 0.0 0.0 0 0.0 0.0
5 0.7 50 416.5 0.0 1367 5.6 0.0 0.0 0 0.0 0.0
6. 1.0 91 416.6 0.0 1380 5.7 0.0 0.0 0 0.0 0.0
7 1.3 150 416.6 0.0 1399 5.9 0.0 0.0 0 0.0 0.0
8 1.7 228 416.7 0.0 .1425 6.0 0.0 0.0 0 0.0 0.0
9 2.1 330 416.7 0.0 1458 6.2 0.0 0.0 0 0.0 0.0
10 2.6 457 416.8 0.0 1498 6.5 0.0 0.0 0 0.0 0.0
11 3.1 612 416.9 0.0 1547 6.7 0.0 0.0 0 0.0 0.0
12 3.6 796 417.0 0.0 1604 7.0 0.0 0.0 0 0.0 0.0
13 4.2 1,012 417.2 0.0 1670 7.3 0.0 0.0 0 0.0 0.0
14 4.7 1,260 417.3 0.0 1744 7.7 0.0 0.0 0 0.0 0.0
15 5.3 1,542 417.5 0.0 1826 8.0 0.0 0.0 0 0.0 0.0
16 5.9 1,859 417.7 0.0 1918 8.4 0.0 0.0 0 0.0 0.0
17 6.5 2,211 417.8 0.0 2017 8.8 0.0 0.0 0 0.0 0.0
18 7.1 2,598 418.0 0.0 2124 9.2 0.0 0.0 0 0.0 0.0
19 7.7 3,020 418.2 0.0 2239 9.5 0.0 0.0 0 0.0 0.0
20 8.2 3,477 418.4 0.0 2361 9.9 0.0 0.0 0 0.0 0.0
21 -8.8 3,968 418.7 0.0 2490 10.3 0.0 0.0 0 0.0 0.0
22 9.3 4,491 418.9 0.1 2626 10.6 0.0 0.0 0 0.1 0.0
23 9.8 5,047 419.1 0.1 2767 11.0 0.0 0.0 0 0.1 0.0
24 10.3 5,632 419.3 0.2 2914 11.4 0.1 1.6 0 0.1 0.0
25 10.7 6,239 419.6 2.1 3064 11.7 2.1 4.3 0 .0.1 0.0
26 11.1 6,754 419.7 4.7 3190 12.0 4.6 5.7 0 0.1 0.0
27 11.4 7,138 419.9 6.5 3283 12.2 6.9 6.5 0 0.1 0.0
28 11.7 7,435 420.0 7.0 3355 12.3 8.8 7.0 0 0.1 0.0
29 12.0 7,718 420.1 9.6 3423 12.5 10.7 7.5 2 0.1 0.0
30 12.2 7,864 420.1 11.9 3457 12.5 11.7 7.7 4 0.1 0.0
31 12.3 7,879 420.1 12.2 3461 12.5 11.9 7.8 4 0.1 0.0
32 12.4 7,887 420.1 12.4 3463 12.5 11.9 7.8 5 0.1 0.0
33 12.5 7,891 420.1 12.4 3464 12.5 11.9 7.8 5 0.1 0.0
34 12.5 7,893 420.1 12.5 3465 12.5 12.0 7.8 5 0.1 0.0
35 12.4 7,892 420.1 12.5 3464 12.5 11.9 7.8 5 0.1 0.0
36 12.2 7,887 420.1 12.4 3463 12.5 11.9 7.8 5 0.1 0.0
37 12.1 7,880 420.1 12.2 3461 12.5 11.9 7.8 4 0.1 0.0
38 11.8 7,870 420.1 12.0 3459 12.5 11.8 7.8 4 0.1 0.0
39 11.5 7,856 420.1 11.8 3456 12.5 11.7 7.7 4 0.1 0.0
40 11.2 7,840 420.1 11.5 3452 12.5 11.6 7.7 4 0.1 0.0
41 10.8 7,821 420.1 11.2 3447 12.5 11.4 7.7 4 0.1 0.0
42 10.4 7,799 420.1 10.8 3442 12.5 11.3 -7.6 3 0.1 0.0
43 10.0 7,775 420.1 10.4 3436 12.5 11.1 7.6 3 0.1 0.0
44 9.6 7,750 420.1 10.0 3430 12.5 10.9 7.6 2 0.1 0.0
45 9.3 7,725 420.1 9.7 3424 12.5 10.8 7.5 2 0.1 0.0
46 8.9 7,701 420.1 9.3 3419 12.4 10.6 7.5 2 0.1 0.0
47 8.6 7,676 420.1 9.0 3413 12.4 . 10.4 7.4 2 0.1 .0.0
48 8.2 7,651 420.1 8.7 3407 12.4 10.3 7.4 1 0.1 0.0
49 7.9 7,626 420.0 8.4 3401 12.4 10.1 7.4 1 0.1 0.0
50 7.6 7,600 420.0 8.1 3395 12.4 9.9 7.3 1 0.1 0.0
51 7.3 7,574 420.0 7.8 3388 12.4 9.7 7.3 1 0.1 0.0
52 7.0 7,546 420.0 7.5 3382 12.4 9.5 7.2 0 0.1 0.0
53 6.8 7,517 420.0 7.3 3375 12.4 9.3 7.2 0 0.1 - 0.0
54 6.5 7,485 420.0 7.1 3367 12.3 9.1 7.1 0 0.1 0.0
55 6.3 7,448 420.0 7.1 3358 12.3 8.9 7.1 0 0.1 0.0
56 6.0 7,400 420.0. 7.0 3347 12.3 8.6 7.0 0 0.1 0.0
57 5.8 7,343 420.0 6.9 3333 12.3 8.2 6.9 0 0.1 1. 0.0
58 5.6 7,278 419.9 6.8 3317 12.2 7.8 6.8 0 0.1 0.0

420.1 12.5 < __ maximum 100- r
Page 5
Northern Pond
Prelim. Routing

ROUTING AND ANALYSIS - larg e time increment to analyze basin emp tying time
Outlet Hydraulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_r iser Q Q Q
[hours] [cfs] [cubic ftj [ft] [cfs [sq.ft] weir orifice em.spil outletl outlet2

0 0.0 5,455 419.3 0.1 2870 11.3 0.0 0.0 0 0.1 0.0
1 0.0 5,255 419.2 0.1 2820 11.1 0.0 .0.0 0 0.1 0.0
0.0 5,058 419.1 0.1 2770 11.0 0.0 0.0 0 0.1 0.0
3 0.0 4,864 419.0 0.1 2721 10.9 . 0.0 0.0 0 0.1 0.0
4 0.0 4,672 419.0 0.1 2672 10.8 0.0 0.0 0 0.1 0.0
5 0.0 4,484 418.9 0.1 2624 10.6 0.0 0.0 0 0.1 0.0
6 0.0 4,298 418.8 0.1 2576 10.5 0.0 0.0 0 0.1 0.0
7 0.0 4,116 418.7 0.0 2529 10.4 0.0 0.0 0 0.0 0.0
8 0.0 3,937 418.6 0.0 2482 10.3 0.0 0.0 0 0.0 0.0
9 0.0 3,760 418.6 0.0 2436 10.1 0.0 0.0 0 0.0 0.0
10 0.0. 3,587 418.5 0.0 2391 10.0 0.0 0.0 0 0.0 0.0
11 0.0 3,417 418.4 0.0 2346 ' 9.9 0.0 0.0 0 0.0 0.0
12 0.0 3,251 418.3 0.0 2301 9.7 0.0 0.0 0 0.0 0.0
13 0.0 3,088 418.3 0.0 2257 9.6 0.0 0.0 0 0.0 0.0
14 0.0 2,928 418.2 0.0 2214 9.5 0.0 0.0 0 0.0 0.0
15 0.0 2,771 418.1 0.0 2172 9.3 0.0 0.0 0 0.0 0.0
16 0.0 2,618 418.0 0.0 2130 9.2 0.0 0.0 0 0.0 0.0
17 0.0 2,469 418.0 0.0 2089 9.0 0.0 0.0 0 0.0 0.0
18 0.0 2,323 417.9 0.0 2048 8.9 0.0 0.0 0 0.0 0.0
19 0.0 2,181 417.8 0.0 2009 ` 8.7 0.0 0.0 0 0.0 0.0
20 0.0 2,043 417.8 0.0 1970 8.6 0.0 0.0 0 0.0 0.0
21 0.0 1,908 417.7 0.0 1932 8.5 0.0 0.0 0 0.0 0.0
22 0.0 1,778 417.6 0.0 1894 8.3 0.0 0.0 0 0.0 0.0
23 0.0 1,651 417.5 0.0 1858 8.2 0.0 0.0 0 0.0 0.0
24 0.0 1,528 417.5 0.0 1822 8.0 0.0 0.0 0 0.0 0.0
25 0.0 1,410 417.4 0.0 1788 7.9 0.0 0.0 0 0.0 0.0
26 0.0 _ 1,295 417.3 0.0 1754 7.7 0.0 0.0 0 0.0 0.0
27 0.0 1,185 417.3 0.0 1721 7.6 0.0 0.0 0 0.0 0.0
28 0.0 1,079 417.2 0.0 1690 7.4 0.0 0.0 0 0.0 0.0
29 0.0 977 417.2 0.0 1659 7.3 0.0 0.0 0 0.0 0.0
30 0.0 880 417.1 0.0 1630 7.1 0.0 0.0 0 0.0 0.0
31 0.0 787 417.0 0.0 1601 7.0 0.0 0.0 0 0.0 0.0
32 0.0 699 417.0 0.0 1574 6.9 0.0 0.0 0 0.0 0.0
33 0.0 616 416.9 0.0 1548 6.7 0.0 0.0 0 0.0 0.0
34 0.0 538 416.9 0.0 1524 6.6 0.0 0.0 0 0.0 0.0
35 0.0 464 416.8. 0.0 1500 6.5 0.0 0.0 0 0.0 0.0
36 0.0 395 416.8 0.0 1479 6.3 0.0 0.0 0 0.0 0.0
37 0.0 332 416.7 0.0 1458 6.2 0.0 0.0 0 0.0 0.0
38 0.0 273 416.7 0.0 1440 6.1 0.0 0.0 0 0.0 0.0
39 0.0 220 416.7 0.0 1422 6.0 0.0 0.0 0 0.0 0.0
40 0.0 172 416.6 0.0 1407 5.9 0.0 0.0 0 0.0 0.0
41 0.0 130 416.6 0.0 1393 5.8 0.0 ' -0.0 0 0.0 0.0
42 0.0 93 416.6 0.0 1381 5.7 0.0 0.0 0 0.0 0.0
43 0.0 75 416.6 0.0 1375 5.7 0.0 0.0 0 0.0 0.0
44 0.0 62 416.5. 0.0 1371 5.7 0.0 0.0 0 0.0 0.0
45 0.0 53 416.5 0.0 1367 5.6 0.0 0.0 0 0.0 0.0
46 0.0 45 416.5 0.0 1365 ' 5.6 0.0 0.0 0 .0.0 0.0
47 0.0 39 416.5 0.0 1363 5.6 0.0 0.0 0 0.0 0.0
48 0.0 34 416.5 0.0 1361 5.6 0.0 0.0 0 0.0 0.0
49 0.0 30 416.5 0.0 1360 - 5.6 0.0 0.0 0 0.0 0.0
50 0.0 27 416.5 0.0 1359 5.6 0.0 0.0 0 0.0 0.0
51 0.0 24 416.5 0.0 1358 5.6 0.0 0.0 0 0.0 0.0
52 0.0 22 416.5 0.0 1357 5.6 0.0 0.0 0 0.0 0.0
53 0.0 20 416.5 0.0 1357 5.6 0.0 0.0 0 0.0 0.0
54 0.0 18 416.5 0.0 1356 5.6 0.0 0.0 0 0.0 0.0
55 0.0 17 416.5 0.0 1356 5.6 0.0 0.0 0 0.0 0.0
56 0.0 15 416.5 0.0 1355 5.6 0.0 0.0 0 0.0 0.0
57 0.0 14 416.5 0.0 1355 5.6 0.0 0.0 0 0.0 0.0
58 0.0 13 416.5 0.0 1354 5.5 0.0 0.0 0 0.0 0.0
59 0.0 12 416.5 0.0 1354 5.5 0.0 0.0 0 0.0 0.0
60 0.0 11 416.5 0.0 1354 5.5 0.0 0.0 0 0.0 0.0
Page 6
61 0.0 10 416.5 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
62 0.0 10 416.5 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
63 0.0 9 416.5 - 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
64 0.0 9 416.5 - 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
65 0.0 8 416.5 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
66 0.0 8 416.5 0.0 1353 5.5 0.0 0.0 0 0.0 0.0
67 0.0 7 416.5 0.0 1352 5.5 0.0 0.0 0 0.0 0.0
68 0.0 7 416.5 0.0 1352 5.5 0.0 0.0 0 0.0 0.0
69 0.0 6 416.5 0.0 1352 5.5 0.0 0.0 0 0.0 0.0
70 0.0 6 416.5 0.0 1352 5.5 - 0.0 0.0 0 0.0 0.0
71 0.0 6 416.5 0.0 1352 5.5 0.0 ' 0.0 0 0.0 0.0
72 0.0 6 416.5 0.0 1352 .5.5 0.0 0.0 0 0.0 0.0

DESIGN OF CONCRETE BASE FOR RISER TO RESIST FLOTATION

Compute Bou ant Force

Riser Diameter 18 [inches],
Riser Height 4.3 [feet]
Barrel Diameter 15 [inches]
Barrel Length (for bou anc) 15 [feet]

Bou ant Force of riser 474 [Ibs]
Bouyant Force of portion of barrel 1149 [Ibs]
Total Bouyant Force: 1623 [ibs]

Factor of Saftey: 2.00

Concrete resistance to bouyant force:

Vol. Concrete Req'd: 37 c.f.

Dimensions
Depth 2 ft. thick
Sides 4.32 ft.

USE 2.0'X 5.0 X 5.0' Concrete Base

.w
{Southern Pond
Prelim. Routing
,,?i6tt135'i0.p
LEON SHAW WQ WET DETENT ION BASIN (SOUTHERN) - HYDROG RAPH PAR AMETERS.
Ilk :j
Item Existing ' Proposed - JJWVI 11
0
Draina ge Area
Pervious [acres] 2.1 1.6 Ref: Topgraphic 1
Impervious [acres] 0.5 Mapping 'x
Drainage Area [acres] 2.1 2.1
25.6% %impervious
Rational C
Pervious C 0.55 0.55 Ref: Hydros;
Impervious C 0.95 Design Manual
Composite Rational C 0.55 0.65

Time of Concentration, Tc
Time of Concentration, Tc Ref: Hydros, Pa e
Length of mainstream [feet] 11 - hydrologic
Avg. slope of watershe %] design scs
CN method
Lag [hrs]
TIC (min] 5.0 5.0

Intensities,
2-year [in/hr] 5.76 5.76 Ref: H dros Stormwater
10-year [in/hr] 7.22 7.22 Design M anual
100-year [in/hr] 9.00 9.00

Peak Discharge, Qp Q = CIA
2-Year [cfs] 7 8
10- ear [cfs] 8 10
100-year [cfs] 10 12

Curve Number, CN
Soil Type Cecil Ref: Soil Survey
Hydrologic Soil Group B for Orange. County
Pervious CN 60.0 60.0 & Hydros
Impervious CN 98.0 98.0 Design Manual
Composite CN 60.0 69.7
S 6.7 4.3

Precipitation Amount, P for 24 hour storm
2-year [inches] 2.65 2.65 Ref: Hydros
10-year [inches] 3.90 3.90 Design Manual
100-year [inches] 7.20 7.20

Volume of Runoff, V, from 24-hour storm
2-year [inches] 0.22 0.52 v = (p-.2S)A2)/(p+.8s)
10-year [inches] 1.25
100- ear [inches] 3.76

2-year [acre-feet] 0.04 0.09
10-year [acre-feet) 0.22 _
100-year [acre-feet] 0.66

Time-to-Peak, Tp for use in routing)
2-year [minutes] 6.0 Tp = V/ 1.39'Qp)
10-year [minutes] 11.5
100-year [minutes] 27.8

Time Interval for Routing
2-year [minutes] 1
10-year [minutes] 1
100-year [minutes] 1 for peak definition
100-year [minutes] 60 to ensure basin empties

BASIN PARAMETERS

-r wig
L •
4
9
O
m
Page 1
Southern Pond
Prelim. Routing
Riser Barrel
18 = Dia. riser inches 15 = Dia. barrel inches 10 = Length
3.3 = Cw riser 0.55 = Cd ban-el
=!
413.50 = Crest elev. riser 410.00 = Invert elev. barrel 415.00 Crest elevafion
1 = height outlet 1 [in.]
0.083 = length outlet'! [ft] Basin Reqired Volume
0.6 = Cd outlet 1 40 = width @ w.s.e. 0.54 = Imp. Area ac.)
412.0 = Invert outlet 1 40 = length @ w.s.e. 1952.36 = Volume 1" runoff
•1 0 = height outlet 2[in.] 3 :1 = side slopes ft^3)
0 = length outlet 2 [ft] 412.00 = Initial elev. water level
0 = Cd outlet 2 2501.99 = Volurn Provided
0.0 = Invert outlet 2 ft^3
Results
Event Pre-De velo ment Post Development Post Development
With Controls No controls
Peak Peak Peak Volume Peak Volume
Discharge Discharge Elevation Discharge
[Cis] r[ac-ft] [cfs] [ac-ft] [cis] [ac-ft]

2 7 1.3 413.69 0.034 7.9 0.091
10 8 n/a 6.8 414.14 9.9
100 10 n/a 10.3 414.98 12.4

412.00 <__= elev. @ 72 hours

ROUTING AND ANALYSIS - 2-y ear storm
Outlet Hydraulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_ riser Q Q Q
[min] [Cis] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outlet1 outlet2

0 0.0 0 412.0 0.0 1600 6.8 0.0 0.0 0 0.0 0.0
1.0 0.5 0 412.0 0.0 1600 6.3 0.0 0.0 0 0.0 0.0
2.0 2.0 32 412.0 0.0 1610 6.4 0.0 0.0 0 0.0 0.0
3.0 4.0 151 412.1 0.0 1645 6.6 0.0 0.0 0 0.0 0.0
4.0 5.9 388 412.2 0.0 1714 6.9 0.0 0.0 0 0.0 0.0
5.0 7.4 743 412.4 0.0 1816 7.3 0.0 0.0 0 0.0 0.0
6.0 7.9 185 412.7 0.0 1939 7.7 0.0 0.0 0 0.0 0.0
7.0 7.4 660
V 412.9 0.0 2068 8.2 0.0 0.0 0 0.0 0.0
8.0 6.1 2,102 413.1 0.0 2185 8.5 OA 0.0 0 0.0 0.0
9.0 4.9 465 413.3 0.0 2279 8.8 0.0 0.0 0 0.0 0.0
10.0 3.9 2,757 413.4 0.0 2354 9.0 0.0 0.0 0 0.0 . 0.0
11.0 3.2 2,991 413.5 0.1 2414 9.2 0.1 1.3 0 0.0 0.0
12.0 2.6 3,176 413.6 0.5 2461 9.3 0.5 2.7 0 0.0 0.0
13.0 2.1 3,298 413.7 1.0 2491 9.4 0.9 3.3 0 0.0 0.0
14.0 1.7 3,364 413.7 1.2 2508 9.5 1.2 3.6 0 0.0 0.0
15.0 1.3 3,390 413.7 1.3 2514 9.5 1.3 3.7 0 0.0 0.0
16.0 1.1 3,390 413.7 1.3 2514 9.5 1.3 3.7 0 0.0 0.0
17.0 0.9 3,375 413.7 1.3 2510 9.5 1.2 3.6 0 0.0 0.0
18.0 0.7 3,351 413.7 1.2 2504 9.4 1.1 3.5 0 0.0 0.0
19.0 0.6 3,322 413.7 1.1 2497 9.4 1.0 3.4 0 0.0 1. 0.0
20.0 0.5 3,293 413.6 0.9 2490 9.4 0.9 _ 3.3 0 0.0 0.0
21.0 0.4 3,263 413.6 0.8 2482 9.4 0.8 3.2 0 0.0 0.0
22.0 0.3 3,235 413.6 0.7 2475 9.4 0.7 3.0 0 0.0 0.0
23.0 0.2 3,209 413.6 0.6 2469 9.4 0.6 2.9 0 0.0 0.0
24.0 0.2 3,184 413.6 0.6 2463 9.3 0.5 2.7 0 0.0 0.0
25.0 0.2 3,162 413.6 0.5 2457 9.3 0.5 2.6 0 0.0 0.0
26.0 0.1 3,141 413.6 0.4 2452 9.3 0.4 2.5 0 0.0 0.0
27.0 0.1 3,123 413.6 0.4 2447 9.3 0.3 2.4 0 0.0 0.0
28.0 0.1 3,106 413.6 0.3 2443 9.3 0.3 2.3 0 OA 0.0
29.0 0.1 3,090 413.6 0.3 2439 9.3 0.3 2.2 0 0.0 0.0
30.0 0.1 3,077 413.6 _ 0.3 2436 9.3 0.2 2.1 0 0.0 0.0
31.0 0.0 3,064 413.6 0.2 2432 9.3 0.2 2.0 0 0.0 0.0
32.0 0.0 3,053 413.5 0.2 2429 9.2 0.2 1.9 0 0.0 0.0
33.0 0.0 3,042 413.5 0.2 2427 9.2 0.1 1.8 0 OA 0.0
34.0 0.0 3,033 413.5 0.2 2424 9.2 0.1 1.7 0 0.0 0.0
35.0 0.0 3,024 413.5 0.1 2422 9.2 0.1 1.6 0 0.0 0.0
Emergency Spillway
3.00
Page 2
Southem Pond Prelim. Routing
36.0 0.0 3,016 413.5 0.1 2420 9.2 0.1 1.5 0 0.0 0.0
37.0 0.0 3,009 413.5 0.1 2419 9.2 0.1 1.5 0 0.0 0.0
38.0 0.0 3,003 413.5 0.1 2417 9.2 0.1 1.4 0 0.0 0.0
39.0 0.0 2,997 413.5 0.1 2415 9.2 0.1 1.3 0 0.0 0.0
40.0 0.0 2,991 413.5 0.1 2414 9.2 0.1 1.3 0 .0.0 0.0 .
41.0 0.0 2,986 413.5 0.1 2413 9.2 0.0 1.2 0 0.0 0.0
42.0 0.0 2,981 413.5 0.1 2411 9.2 0.0 1.1 0 0.0 0.0
50.0 0.0 2,953 413.5 0.0 2404 9.2 0.0 0.6 0 . 0.0 0.0
'60;.0 0.0 .2,927 413.5. 0.0 2398 9.2 0.0 0.0 0 . 0.0 0.0
70.0 0.0 . 2,903 413.5 0.0 2392 9.1 - 0.0 0.0 0 0.0 0.0
80.0 0.0 2,879 413.5 0.0 2385 9.1 0.0 0.0 0 0.0 .0.0
90.0 0.0 2,855. 413.5 0.0 2379 9.1 0.0 0.0 0 0.0 0.0
100.0 0.0 2,830 413.5 0.0 2373 9.1 0.0 0.0 0 0.0 0.0
110.0 0.0 2,806 413.4 0.0 2367 9.1 0.0 0.0 0 0.0 0.0
120.0 0.0 2,782 413.4 0.0 2361 9.1 0.0 0.0 0 0.0 0.0
130.0 0.0 2,759 413.4 0.0 2355 9.0 0.0 0.0 0 0.0 0.0
140.0 0.0 2,735 413.4 0.0 2349 9.0 0.0 0.0 0 0.0 0.0
150.0 0.0 2,711 413.4 0.0 2343 9.0 0.0 0.0 0 0.0 0.0
160.0 0.0 2,688 413.4 0.0 2337 9.0 0.0 0.0 0 0.0 0.0
170.0 0.0 2,664 413.4 0.0 2331 9.0 0.0 0.0 0 0.0 0.0
180.0 0.0 2,641 413.4 0.0 .2325 9.0 0.0 0.0 0 0.0 0.0
190.0 0.0 2,617 413.4 0.0 2319 8.9 0.0 0.0 0 0.0 0.0
200.0 0.0 2,594 413.3 0.0 2313 8.9 0.0 0.0 0 0.0 0.0
210.0 0.0 2,571 413.3 0.0 2307 8.9 0.0 0.0 0 0.0 0.0
220.0 0.0 2,548 413.3 0.0 2301 8.9 0.0 0.0 0 0.0 0.0
230.0 0.0 2,525 413.3 0.0 2295 i 8.9 0.0 0.0 0 0.0 0.0
240.0 0.0 2,502 413.3 0.0 2289 8.9 0.0 0.0 0 0.0 0.0

413.7 1.3 < maximum 2-year
0.09 -volume without 0.03 < volume with controls
controls
ROUTI NG AND ANALYSIS -- 10-year storm
Outlet Hydraulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_ riser Q Q Q
[min] [cfs] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outlet1 outiet2

0 0.0 0 412.0 0.0 1600 6.3 0.0 0.0 0 0.0 0.0
1 0.2 0 412.0 0.0 1600 6.3 0.0 0.0 0 0.0 0.0
2 0.7 11 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
3 1.6 54 412.0 0.0 1616 6.4 ,0.0 0.0 0 0.0 0.0
4 2.7 149 412.1 0.0 1644 6.5 0.0 0.0 0 0.0 0.0
5 3.9 308 412.2 0.0 1691 6.8 0.0 0.0 0 0.0 0.0
6 5.3 544 412.3 0.0 1760 7.0 0.0 .0.0 0 0.0 0.0
7 6.6 861 412.5. 0.0 1849 7.4 0.0 0.0 0 0.0 0.0
8 7.8 1,257 412.7 0.0 1959 7.8 0.0 0.0 0 0.0 0.0
9 8.8 1,724 412.9 0.0 2085 8.2 0.0 0.0 0 0.0 0.0
10 9.5 2,251 413.2 0.0 2224 8.7 0.0 0.0 0 0,0 0.0
11 9.9 2,820 413.4 0.0 2371 9.1 0.0 0.0 0 0.0 0.0
12 9.9 3,411 413.7 1.4 2519 9.5 1.4 3.8 0 0.0 0.0
13 9.5 3,919 413.9 4.1 2645 9.8 4.0 5.4 0 0.0 0.0
14 8.8 4,248 414.0 6.1 2725 10.0 6.1 6.2 0 0.0 0.0
15 7.9 4,411 414.1 6.6 2765 10.1 7.2 6.6 0 0.0 0.0
16 7.1 4,493 414.1 6.7 2785 10.1 7.7 6.7 0 0.0 0.0
17 6.3 4,514 414.1 6.8 2790 10.1 -7.9 6.8 0 0.0 0.0
18 5.7 4,486 414.1 6.7 2783 10.1 7.7 6.7 0 0.0 0.0
19 5.1 4,422 414.1 6.6 2768 10.1 .7.2 6.6 0 0.0 0.0
20 4.5 4,329 414.1 6.4 2745 10.0 6.6 6.4 0 0.0 0.0
21 4.0 4,216 414.0 5.9 2718 10.0 5.9 6.1 0 0.0 0.0
22 3.6 4,103 414.0 5.2 2690 9.9 5.1 5.9 0 0.0 0.0
23 3.2 4,008 413.9 4.6 2667 9.8 4.5 5.6 0 0.0 0.0
24 2.9 3,926 413.9 4.1 2647 9.8 4.0 5.4 0 0.0 0.0
25 2.6 3,853 413.9 3.7 2629 9.8 3.6 5.2 0 0.0 0.0
26 2.3 3,786 413.9 3.3 2612 9.7 3.2 5.0 0 0.0 0.0
27 2.0 3,726 413.8 3.0 2598 9.7 2.9 4.9 0 0.0 .0.0
28 1.8 3,671 413.8 2.7 2584 9.6 2.6 4.7 0 0.0 0.0
29 1.6 3,621 413.8 2.4 2572 9.6 2.4 4.5 0 0.0 0.0
Page 3
30 1.5 3,574 413.8 2.2 2560 9.6 2.1 4.4 0 0.0 0.0
31 1.3 3,531 413.7 2.0 2549 9.6 1.9 4.2 0 0.0 0.0
32 1.2 3,491 413.7 1.8 2539 9.5 1.7 4.1 0 0.0 0.0
33 1.0 .3,454 413.7 1.6 2530 9.5 1.6 4.0 0 0.0 0.0
34 0.9 3,420 413.7 1.5 2522 9.5 1.4 3.8 0 0.0 0.0
35 0.8 3,388 413.7 1.3 2514 9.5 1.3 3.7 0 0.0 0.0
36 0.7 3,358 413.7 1.2 2506 9.4 1.2 3.6 0 0.0 0.0
37 0.7 3,331 413.7 1.1 2499 9.4 1.0 3.5 0 0.0 0.0
30 0.6 3,305 413.7 1.0 2493 9.4 0.9 3.3 0 0.0 0.0
39 0.5 3,281 413.6 0.9 2487 9.4 - 0.9 3.2 0 0.0 0.0

414.1 6.8 < ==maximum 10-yr

ROUTIN G AND ANALYSIS - 100-ear storm
Outlet Hydraulics
Time Inflow Storage Stage Outflow Surf. Area Q_barrel Q_riser Q Q Q
[min] Ids] [cubic ft] [ft] Ids] [sq.ft] weir orifice em.spil outlet' outlet2

0 0.0 0 412.0 0.0 1600 6.3 0.0 0.0 0 0.0 0.0
1 0.0 0 412.0 0.0 1600 6.3 0.0 0.0 0 0.0 .0.0
2 0.2 2 412.0 0.0 1601 6.3 0.0 0.0 0 0.0 0.0
3. 0.4 12 412.0 0.0 1604 6.4 0.0 0.0 0 0.0 0.0
4 0.6 33 412.0 U 1610 6.4 0.0 0.0 0 0.0 0.0
5 1.0 70 412.0 0.0 1621 6.4 0.0 0.0 0 0.0 0.0
6 1.4 127 412.1 0.0 1638 6.5 0.0 0.0 0 0.0 0.0
7 1.8 209 412.1 0.0 1662 6.6 0.0 0.0 0 0.0 0.0
8 2.4 318 412.2 0.0 1694 6.8 0.0 0.0 0 0.0 0.0
9 2.9 459 412.3 0.0 1735 6.9 0.0 0.0 0 0.0 0.0
10 3.5 634 412.4 0.0 1785 7.2 0.0 0.0 0 0.0 .0.0
11 4.2 845 412.5 0.0 1845 ' 7.4 0.0 0.0 0 0.0 0.0
12 4.9 1,095 412.6 0.0 1914 7.6 0.0 0.0 0 0.0 0.0
13 5.6 1,385 412.8 0.0 1994 7.9 0.0 0.0 0 0.0 0.0
14 6.2 1,716 412.9 0.0 2083 8.2 0.0 0.0 0 0.0 0.0
15 6.9 2,089 413.1 0.0 2182 8.5 0.0 0.0 0 0.0 0.0
16 7.6 2,504 413.3 0.0 2290 8.9 0.0 0.0 0 0.0 0.0
17 8.3 2,960 413.5 0.1 2406 9.2 0.0 0.8 0 0.0 0.0
18 8.9 3,455 413.7 1.6 2530 9.5 1.6 4.0 0 0.0 0.0
19 9.6 3,894 413.9 3.9 2639. 9.8 3.9 5.3 0 0.0 0.0
20 10.1 4,233 414.0 6.0 2722 10.0 6.0 6.2 0 0.0 0.0
21 10.6 4,479 414.1 6.7 2781 10.1 7.6 6.7 0 0.0 0.0
22 11.1 4,714 414.2 7.2 2838 10.2 9.3 7.2 0 0.0 0.0
23 11.5 4,948 414.3 7.6 2894 10.4 11.1 7.6 0 0.1 0.0
24 11.8 5,181 414.4 8.0 2950 10.5 12.9 8.0 0 0.1 0.0
25 12.1 5,410 414.5 8.4 3004 10.6 14.8 8.4 0 0.1 0.0
26 12.3 5,632 414.5 8.7 3056 10.7 16.7 8.7 0 0.1 0.0
27 12.4 5,845 414.6 9.0 3106 10.8 18.5 9.0 0 0.1 0.0
28 12.4 6,046 414.7 9.3 3153 10.9 20.2 9.3 0 0.1 0.0
29 12.3 6,232 414.8 9.5 3196 11.0 21.9 9.5 0 0.1 0.0
30 12.2 6,400 414.8 9.7 3235 11.1 23.4 9.7 0 0.1 0.0
31 12.0 6,547 414.9 9.9 3269 11.1 24.7 9.9 0 0.1 0.0
32 11.7 6,671 414.9 10.1 3298 11.2 25.9 10.1 0 0.1 0.0
33 11.4 6,769 414.9 10.2 3320 11.2 26.8 10.2 0 0.1 0.0
34 11.0 6,839 415.0 10.3 3336 11.3 27.4 10.3 0 0.1 0.0
35 10.5 6,880 415.0 10.3 3346 11.3 27.8 10.3 0 0.1 0.0
36 10.0 6,889 415.0 10.3 3348 11.3 27.9 10.3 0 0.1 0.0
37 9.6 6,870 415.0 10.3 3343 11.3 27.7 10.3 0 0.1 0.0
38 9.1 6,824 415.0 10.3 3333 11.3 27.3 10.3 0 0.1 0.0
39 8.7 6,755 414.9 10.2 3317 11.2 26.7 10.2 0 0.1 0.0
40 8.3 6,667 414.9 10.1 3297 11.2 25.8 10.1 0 0.1 0.0
41 7.9 6,560 414.9 9.9 3272 11.1 24.9 9.9 0 0.1 0.0
42 7.6 6,439 414.8 9.8 3244 11.1 23.8 -9.8 0 0.1 0.0
43 7.2 6,305 414.8 9.6 3213 11.0 22.5 9.6 0 0.1 0.0
44 6.9 6,161 414.7 9.4 3180 11.0 21.2 9.4 0 0.1 0.0
45 6.6 6,008 414.7 9.2 3144 10.9 19.9 9.2 0 0.1 0.0
46 6.3 5,848 414.6 9.0 3107 10.8 18.5 9.0 0 0.1 0.0
47 6.0 5,684 414.6 8.8 3068 10.7 17.1 8.8 0 0.1 0.0
48 5.7 5,516 414.5 8.5 3029 10.7 15.7 8.5 0 0.1 0.0
49 5.5. 5,347 414.4 8.3 2989 10.6 14.3 8.3 0 0.1 0.0
50 5.2 5,178 414.4 8.0 2949 10.5 12.9 8.0 0 0.1 0.0
51 5.0 5,011 414.3 7.7 2909 10:4 11.6 7.7 0 0.1 0.0
52 4.7 4,846 414.3 7.4 2870 10.3 10.3 7.4 0 0.1 0.0
53 4.5 4,685 414.2 7.1 2831 10.2 9.1 7.1 0 0.0 0.0
54 4.3 4,529 414.1 6.8 2794 10.1 8.0 6.8 0 0.0 0.0
55 4.1 4,379 414.1 6.5 2757 10.1 7.0 6.5 0 0.0 0.0
56 3.9 4,236 414.0 6.0 2723 10.0 6.0 6.2 0 0.0 0.0
57 3.8 4,110 414.0 5.2 2692 9.9 5.2 5.9 0 0.0 0.0
58 3.6 4,022 413.9 4.7 2670 9.9 4.6 5.7 0 0.0 0.0

415.0 10.3 < maximum 100- r
Page 5
~ Southern Pond
Prelim. Routing

ROUTI NG AND ANALYSIS - lar ge time increment to analyze basin emp tying time
Outlet H draulics
Time Inflow Storage Stage Outflow Surf. Area Q barrel Q_r iser Q Q Q
[hours] [cfs] [cubic ft] [ft] [cfs] [sq.ft] weir orifice em.spil outletl outlet2

0 0.0 3,053 413.5 0.0 2401 9.2 0.0 0.0 0 0.0 0.0
1 0.0 3,053 413.5 0.2 2430 9.2 0.2 1.9 0 0.0 0.0
0.0 2,307 413.2 0.0 2239 8.7 0.0 0.0 0 0.0 0.0
3 0.0 2,174 413.2 0.0 2204 8.6 - 0.0 0.0 0 0.0 0.0
4 0.0 2,045 413.1 0.0 2170 8.5 0.0 0.0 0 0.0 0.0
5. 0.0 1,920 413.0 0.0 2137 8.4 0.0 0.0 0 0.0 .0.0
6 0.0 1,798 413.0 0.0 2105 8.3 0.0 0.0 0 0.0 0.0
7 0.0 1,679 412.9 0.0 2073 8.2 0.0 0.0 0 0.0 0.0
8 0.0 1,564 412.9 0.0 2042 8.1 0.0 0.0 0 0.0 0.0
9 0.0 1,453 412.8' 0.0 2012 8.0 0.0 0.0 0 0.0 0.0
10 0.0 1,345 412.8 0.0 1983 7.9 0.0 0.0 0 0.0 0.0
11 0.0 1,241 412.7 0.0 1955 7.8 0.0 0.0 0 0.0 0.0
12 0.0 1,140 412.6 0.0 1927 7.7 0.0 0.0 0 0.0 0.0
13 0.0 1,044 412.6 0.0 1900 7.6 0.0 0.0 0 0.0 0.0
14 0.0 951 412.5 0.0 1874. 7.5 0.0 0.0 0 0.0 0.0
15 0.0 862 412.5 0.0 1850 7.4 0.0 0.0 0 0.0 0.0
16 0.0 777 412.5 0.0 1826 7.3 0.0 0.0 0 0.0 0.0
17 0.0 697 412.4 0.0 1803 7.2 0.0 0.0 0 0.0 .0.0
18 0.0 620 412.4 0.0 1781 7.1 0.0 0.0 0 0.0 0.0
19 0.0 547 412.3 0.0 1760 7.1 0.0 0.0 0 0.0 0.0
20 0.0 479 412.3 0.0 1741 7.0 0.0 0.0 0 0.0 0.0
21 0.0 415 412.2 0.0 1722 6.9 0.0 0.0 0 0.0 0.0
22 0.0 355 412.2 0.0 1705 6.8 0.0 0.0 0 0.0 0.0
23 0.0 299 412.2 0.0 1689 6.7 0.0 0.0 0 0.0 0.0
24 0.0 248 412.2 0.0 1674 6.7 0.0 0.0 ..0 0.0 0.0
25 0.0 202 412.1 0.0 1660 6.6 0.0 0.0 0 0.0 0.0
26 0.0 159 412.1 0.0 1647 6.6 0.0 0.0 0 0.0 0.0
27 0.0 .122 412.1 0.0 1636 6.5 0.0 0.0 0 0.0 0.0
28 0.0 101 412.1 0.0 1630 6.5 0.0 0.0 0 0.0 0.0
29 0.0 86 412.1 0.0 1626 6.5 0.0 0.0 0 0.0 0.0
30 0.0 74 412.0 0.0 1622 6.4 0.0 0.0 0 0.0 0.0
31 0.0 64 412.0 0.0 1619 6.4 0.0 0.0 0 0.0 0.0
32 0.0 56 412.0 0.0 1617 .6.4 0.0 0.0 0 0.0 0.0
33 0.0 50 412.0 0.0 1615 6.4 0.0 0.0 0 0.0 0.0
34 0.0 44 412.0 0.0, 1613 6.4 0.0 0.0 0 0.0 0.0
35 0.0 40 412.0 0.0 1612 6.4 0.0 0.0 0 0.0 0.0
36 0.0 36 412.0 0.0 1611 6.4 0.0 0.0 0 0.0 0.0
37 0.0 33 412.0 0.0 1610 6.4 0.0 .0.0 0 0.0 0.0
38 0.0 30 412.0 0.0 1609 6.4 0.0 0.0 0 0.0 0.0
39 0.0 27 412.0 0.0 1608 6.4 0.0 0.0 0 0.0 0.0
40 0.0 25 412.0 0.0 1608 6.4 0.0 0.0 0 0.0 0.0
41 0.0 23 412.0 0.0 1607 6.4 0.0 - 0.0 0 0.0 0.0
42 0.0 22 412.0 0.0 1606 6.4 0.0 0.0 0 0.0 0.0
43 0.0 20 412.0 0.0 1606 6.4 0.0 0.0 0 0.0 0.0
44 0.0 19 412.0 0.0 1606 6.4 0.0 0.0 0 0.0 0.0
45 0.0 17 412.0 0.0 1605 6.4 0.0 0.0 0 0.0 0.0
46 0.0 16 412.0 0.0 1605 6.4 0.0 0.0 0 0.0 0.0
47 0.0 15 412.0 0.0 1605 6.4 0.0 0.0 0 0.0 0.0
48 0.0 14 412.0 0.0 1604 6.4 0.0 0.0 0 0.0 0.0
49 0.0 13 412.0 0.0 1604 6.4 0.0 0.0 0 0.0 0.0
50 0.0 13 412.0 0.0 1604 6.4 0.0 0.0 0 0.0 0.0
51 0.0 12 412.0 0.0 1604 6.4 0.0 0.0 0 0.0 0.0
52 0.0 11 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 - 0.0
53 0.0 11 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
54 0.0 10 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
55 0.0 10 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
56 0.0 9 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
57 0.0 9 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 - 0.0
58 0.0 8 412.0 0.0 1603 6.4 0.0 0.0 0 0.0 0.0
5.9 0.0 8 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
60 0.0 8 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
Page 6
61 0.0 7 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
62 0.0 7 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
63 0.0 7 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
64 0.0 7 412.0 0.0 1602 6.4 0.0 0.0 0 0.0 0.0
65 0.0 6 412.0 0.0 1602 6.4 0.0 0.0 ` 0 0.0 0.0
66 0.0 - 6 412.0 0.0 1602 6.3 0.0 0.0 0 0.0 0.0
67 0.0 6 412.0 0.0 1602 6.3 0.0 0.0 0 0.0 0.0
68 0.0 6 412.0 0.0 1602 6.3 0.0 0.0 0 0.0 0.0
69 0.0 5 412.0 0.0 1602 6.3 .0.0 0.0 0 0.0 0.0
70 0.0 5 412.0 0.0 1602 6.3 `- 0.0 0.0 0 0.0 0.0
71 0.0 5 412.0 0.0 1601 6.3 0.0 0.0 0 0.0 0.0
72 0.0 5 412.0 0.0 1601 6.3 0.0 0.0 0 0.0 0.0

DESIG N OF CONCRETE BASE FOR RISER TO RESIST F LOTATION

Compute Bouyant Force

Riser Diameter 18 Vis],
Riser Height 3.5
Barrel Diameter 15 s]
Barrel Length for bouyancy) 15 [feet]

Bou ant Force of riser 386 [fbs]
Bou ant Force of portion of barrel 1149 [Ibs]
Total Bouyant Force: 1535 [Ibs]

Factor of Safte : 2.00

Concrete resistance to bouyant force:

Vol. Concrete Req'd: 35 c.f.

Dimensions
Depth 2 ft. thick
Sides 4.20 ft.

USE 2.0'X 4.5'X 4.5' Concrete Base