20070814 Ver 1_Certification of Completion_20091023

Dewberry- I S2301 uit Rexwoods Drive 919.881.9939
Suite 200 919.881.9923 fax
Raleigh. NC 27607 www.dewberry.a
October 21, 2009
Ms. Coleen H. Sullins
401 Oversight/Express Review Permitting Unit
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Laurel Park Elementary School
DWQ Project # 07-0814
Certification of Completion
Dewberry Project No. 10029160
Dear Ms. Sullins:
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WE'T'LANDS AND ToRMWATE BRANCH
The DWQ Project #07-0814, stormwater management plan was constructed in July 2008. As noted on the record drawings,
certain deviations exist associated with the stormwater management facility (SMF) and associated controls. The "as-built"
drawing information was provided by Mainline Contracting, Inc. The as-built elevations and size and shape of the SMF and
controls were re-evaluated to verify compliance with the approved plan (Please see attached calculations). The calculations
show that the SMF as constructed is consistent with the intent of the construction drawings and complies with all permit
conditions from DWQ.
In July 2008, the vegetation was installed per the plan (Please see the pictures dated July 2008). The SMF also received a
"Certificate of Storm Water Best Management (BMP) Protection Compliance" from the Town of Cary on November 21,
2008. However, several closeout punch list items remained unfinished at this time including some related to the SMF.
Therefore, the DWQ Certification of Completion was not issued.
Subsequent to July 25, 2008, during the one year warranty period, several site visits were made to confirm completion of
punch list items. Site Field Reports noted that the wetland plants were not established, that the side slopes needed to be
stabilized, that the sediment basin skimmer needed to be removed, and the orifice/riser structure needed to be cleaned.
Excluding the skimmer, which was removed, these same items were observed and noted during a total of six site visits over a
six month time frame. All of the items related to the partial failure of SMF sideslopes and the deposition of sediments in the
SMF that, to our knowledge, have not been removed (Please see attached pictures dated June 2009).
Upon completion of the project Dewberry is providing the following items.
• Certification of Completion - dated July 2008
• Pictures of the stormwater management device - July 2008
• Record drawings - dated July 2008
• Calculations (with as-built survey data)- dated July 2008
• Certificate of Stormwater Best Management (BMP) Protection Compliance - dated November 21, 2008
• Pictures of stormwater management device - June 2009
This Certification is being submitted based on the As-built plans provided by Mainline Contracting, Inc on July 25,
2008. However, as noted above we are aware of subsequent events that may prevent the SMF from performing as
permitted in its current condition. We have discussed the need for remedial action or maintenance with the owner.
Sincerely,
Dewberry & Davis, Inc.
Pamela A. Kistner, PE
Project Engineer
P:\10029160\Construction\Close Out\DWQ Certification of Completion\2009.10.21 DWQ certification lettecdocx
Dewberry & Davis, Inc.

Certification of Completion
DWQ Project No.: 7 - c ; County: W C? k
Applicant:
Project Name:
v??I -ov? o s LCJ ??? I t7?t

Date of Issuance of Certification or Authorization: U U ` ( 0
Certificate of Comp etion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
Agent's Certification
I, ' hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, Vh Q a) Vl ?- as a duly registered Professional 1 he' (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorizedtb observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifi cations, d other rssup?portin terials.
Signature:t ?C ./ 1 gistration No. ?? c,? 3 1 a Date ?? 5 - L?
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ENGINEERING DEPARTMENT
November 21, 2008
CERTIFICATE OF STORM WATER BEST MANAGEMENT (BMP)
PROTECTION COMPLIANCE
Project: Laurel Park Elementary School t ; x,X
Address: Wake County Board of Education
Attn: Mike Burriss `2008 rt
1551 Rock Quarry Rd. i"?-? tr_t- _
Raleigh, NC 27610 '?:3?sre?i?tr?r?t, -
Dear Sir:
On November 21, 2008, an inspection of the Storm Water Best Management Protection
(BMP) on the referenced Project was performed. The inspection indicated that the BMP was in
place and functioning as designed. All of the following items have been provided to the Stormwater
Management Division of the Engineering Department of the Town of Cary.
• Executed deed;
• Plat indicating related easements;
• Operations and Maintenance agreement and manual,
• Survey plot of structure ready for filing with Wake County Register of Deeds;
• Certification (sealed by P.E.) stating that structure is complete and complies fully with
approved plans and specifications;
• Reproducible as-built plans;
• Maintenance security.
With this letter you, the owning entity, take all the responsibility of care and maintenance of
the above maintained structure. Any failure to execute the provisions of the Land Development
Ordinance, Chapter 0, Overlay District, Part 4.4.G, Engineered-Storm Water Control Structure, shall
result in legal action by the Town of Cary to the limits prescribed by the Ordinance.
Please feel free to contact the Stormwater Management Division of the Engineering
Department, should you have questions regarding this tter.
Todd Hoefler
EROSION CONTROL OFFICER
4000 BMP
TOWN Of CARY
316 North Academy Street *Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
te1919-469-4030 • fax [phone]• www.townofcary.org
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' I ~ ~ \ 1; I \.Y it i 1 R;? , , ~ , , i~ a~ , i . . U - FROM: RICE & ASSOCIATES StormwaterControlStructure .978 TRINITY ROAD
~ ~ ~ ~ 9 . i I ~ ~ ~ : , C6 ,,.1~ a. ` RALEIGH, NORTN CAROLINA 27607 Project: Laurel Park Elementary School
1.,. r , ~ . , ~ ' CONTACT: STEVEN M. RICE PHONE; (919} 854-0811
, ,r,,:., t. 1 1 a:~ , ~ - , . ,r _ ~ - 1., , F r. J 4 : , ~ Type of Engineered Stormwater Control Structure: j crv
~ ~ t f . s r ~ r ~ ~ .es~ , ~ ~ t. , _ , 9B BOUNDARY INFORMATION ALSO PROVIDED BY ConshucteddVetland z
i . , , . , lr I ` ' ~ PROGRESS ENERGY A SURVEY BY SMITN & SMITH SURVEYORS ~ o ` S E I, Pamela A.1Cistner as a duly registered Professional Q ~
1 ~ , ~ / v ' ~ ~ i ! r ~ + v ~ ~ , , ~ ~F ~ 1 g D , _ ~ , ' ' ~ ENTITLED "LAUREL PARK ASSOCIATES, LLC AND PROGRESS En~doherebycertifythattheEngineered m v r
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, , , ~ , Y~ + . , . - ~ r, ~ s2 q ? ~ School has been constructed and the associated ~
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I? ~ ~r - ~ .'i ~ ~'N~ ~ ~ - ~ 430 1 a~~ ` a2 , _ ` P.O. BOX 457 P.O. BOX 277 approved construction plans and specifications. This + _
, > f i. ~ t 1' ~ ~ ~ 1' 1~'. ~ 1 ~ v ~ ~ APEX, N.C. 27502 PITTSBORO, N.C. 27312 statement is based on reviews of the as-built drawings W ~
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. ,...rte-. r - Approved By Date °
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- 0.88 FT S- VFULL- 1 1,4 . g eer g Date
, %F~ I,,.• C ~ it '~0.. ~ ~ 1. ' .'i ~...~i 1 ` ~ * •._"'f ! `ivy + i f ~ ~ ~ . . 5, ..............400 y a?. ~ ..y~ ~ ~ ~ r` ° F} O
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OED T ROOF ER CONNECTION OESI CH T
.FROM TO DRAIN - RUNOFF ' CA INLET RAINFALL RUNOFF INVERT LENGTH SLOPE llL~. n CAPACITY VELOCITY FLOW REMARKS ..,,.~~...s.~..,~~ _.~.~..,..w.._~.~,......._....,,M..~~,,.,. ._...,..~,~~.m._ _.~.~_.,m.~:_~ .~.a.~..~.~ ...Wa, .,.,._._.,~.._.,.n,...M...
POINT !POINT AREA COEFF. INCREM. ACCUM. TIME INTENSITY Q ELEVATIONS TIME FROlv1 TO DRAIN, RUNOFF. CA
ACRES C MIN. 1N,BR. C.F.S. UPPER LQWER FT: FT.{FT. ~ ~IN. C.F.S. F.P.S. SEC. CA INLET RAINFALL RUNOFF WVERT LENGTH SLOPE DIA. n CAPACITY VELOCITY FLOW REMARKS STRUCTURE RIM EL _.,..._.__._.,...~...,._...~.___._._....~:..._.W.~.._._,.
~;r POINT `POIIJT ! AREA COEFF. INCREM. ACCUM. ___._~a_. ° ACRES C tEM. ACCUM. TIME INTENSITY Q ELEVATIONS TIME fA ws MW. IN,/HR. C.F.S. UPPER LOWER. FTi FT,lFT. Ih C F.S. F.P S, SEC, FT, MSL
RDC I' RDB 0 10 '0.90 0.09 0.09 S.0 7,03 0.6 417.4? 417.42 S 0.0100 8 0.011 1.4 3.9 1.2 44.30%
-0 90 0 9 0.18 5.0 1,03 1.3 417.32 416:91 41 0.0100 8 0.011 1.4 4.6 9.0 s8.61% 8171} ..,RDA 0.10 .0 05 0.05 5.0 7.03 0349 1 X5159 p° X15 0.013 4.6 2.1 27.4 7.39% n 14
RDA CB9 O.10 - 0.90 0,09 0.27 5.0 7.03 1.9 .416:81 416:33 47 ' 0.0100 " 12 0,011 4.2 5.2 9.2 45.08% 71 ]0 O 16 0:30 ' 0.05 0.05 r; ~ tz Hsu m a~:,M ~ ]0 ` 9 0 08 0.30 0.02 1.48 ,x a ~ t F,~,'iR ~ ~ :Rl J ~ ~ y} ~.Y a • , ~ 4 ~ . ~ 02 1.48 5.0 7.03 10.4417 41 175 2~1 0.013 22.6 6.9 25.2 46.05% to
O 1 49 0 0 0 ` 8 0 0 10 3.0 16.2 62,65% ` 9 $ 0.66 0.8 S ` 0.56 2.31 56 231 5.0 7.03 16341 , 1 98 ' 2~l 0.013 22.6 7,8 12.6 71.88% 9 41
RDH 'RDG 0.10 0 90' 0.09 0.09 S.0 7.03 0.6 .419.26 419 . OS . I 1 ° 8 7 0 08 0.85 0.07 2.53 'RDG RDF 0' l4 0.90 0.09 0.18 5.0 7.03 1.3 418.91 418.89 4 O.OOSO 1. 0.011 3.0 3.6 1.1 42.50% 07 2.53 5.0 7.03 17. 41 SS 3( 0.013 472 62 9,S 37.64% s
„A i7 b 0 00 0.00 0.00 2.71 RDF RDE 0.fi0 -0:90 0.09 0.27 5.0 7.03 L9 418.79 418:57 44 O.OOSO 12 0.011 3.0 4.0 11.0 53.75% 00 2.71 5.0 7.03 19.041 41 39 ~ n 0.013 47.2 63 37.9 40.33% 7
DD 0,10 '0.90 0.09 0.36 5,0 7.03 2.5 418.47 418.46' 2 0.0050 a 12 0.011 3.0 4.2 0,4 85.00% 6 S 0.28 : O:SS: ° 0.24 2.94 RDE R 24 2.94 5.0 7,03 20.741 9 46 ~ 3b 0.013 472 6.4 7.] 43.88% 6
` D YI10 0,10 0:90: ` 0,09 0.72 5.0 7.03 5.1 -418,3b 418.29 1S 0.0050 TS 0.011 5.4 5.0 3.1 93.76% S 4 0.00 O.QO 0.00 5.83 RD 4 3 0.00 0;00 0.00 6.17 00 5.83 5.0 7.03 41.041 _,1 126 p. 36 0.013 47.2 7.5 16,7 86.94% s 18 ~ 4.14 00 6.17 5.0 7,03 433491 t12~ Q, 3¢ OAl3 472 7.5 14,8 91.90°i° 4
3 2 020 ' 0.90 - 0.18 7a9 18 7a 9 5.0 7.03 50.5499. fit ~ ~ ~ 4~ 0.013 71.1 8.0 9.0 71.00°i° 3 ,45
RDK RDJ 0:10 0:90 0.09 0.09 5.0 7.03 0.6 .419.15 419:11 4 0.0100 S 0.011 1.4 3.9 l . i 44.3o°i° ° 2 ES-I 0.50 0.90 0.45 7.64 45 7.64 5.0 7,03 53,741 '9$ ~ 0.013 71.1 8.1 12.1 75.45% 2 ~
RDJ ' RDI 0.10 0:90 0.09 0.18 5.0 7.03 1.3 419.01 418.60 41 O.O100 S 0.011 1.4 4.6 8.9 8s.61/°
RDl RDD 0:10 0.90 0.09 0,27 S.0 7,03 1.9 418.50 418.46 4 0,0100 12 0.011 4.2 5.2 0.7 45.08% h ~ ~ ~ ~ti w 4 ~ , ,~4 r~ , ~ 9D 9C 0 36 0:60 0.22 0.22 x ~ , 22 022 5,0 7.03 1.5419 OS Q, ~ 1'S~ 0.013 6.5 42 48,5 23.51% ~ 9D 11
H' i' ~ ~ w ..dom. ' 7 03 0.9 41 S 72 41534 39 0.0100 ` " ~ S D.OI l l .4 4.3 8.9 66.45% 9C '1 9B ' ' 0 36 0.60 0.22 0.22 .:RAN `RDM 0.15 0.90 0.14 0.14 5.0 22 0.22 5.0 7.03 L5 49 49 23 ~ 15 0.013 6.5 42 S.4 23.51% 9C 5'J
O.1S 0:90: 0.14 0.27 5.4 7.03 1.9 415,24. 415..12 12 O.OI00 12 0.011 4.2 52 22 45.os% 9B 9A 0.35• ' 0.60 Q21 0.43 RDM RDL 21 0.43 S.0 7.03 3.0 4171 41 ` 60 ~ ~ 15 ~ 0.013 14.4 9.1 6.6 20.73% 9B ~
IS 0.90 0.14 0.41 5.0 7.03 2.8 41S 02 ` ' 414.77 25 0.0100 12 0.011 4,2 5.7 4.3 67.62% 2A 9 044' 0.60 0.26 0.69 ....RDL MHSC 0. 26 0.69 S.0 7.03 4.9 49 41 ] 0 ~ `l5 0.013 10.9 8.6 1.2 44.48% 9A
° ' 9E ' 9C 0.07 0.60 ` 0.04 0.04 ' RDR 'RDQ 0:15 0.90 0.14 0.14 5.0 7.03 0.9 419.18 41.8:34 84 0.0100 8 0.011 1.4 4.3 19.4 66.45/0 04 0.04 5.0 7.03 0.3 44 r ~ ,t'~i 15 O.OI3 9.1 3.3 13.0 323°!° 9E ~
RD RDP 0:15 0 90 0.14 0.27 5.0 7.03 1,9 418.24 417.61 62 0.0100 12 0.011 4.2 5,2 12.1 45.08% Q J 10 0.10 5.0 7.03 0.74 4 X62 Q, 15 0.013 9.1 43 14.4 7.85% 8s ~j w Q
0 5 _0.90" 014 0.4t 5.0 7.03 2.8 417,51 416.77 74 0.0100 12 ~ 0.011 4.2 5.7 12.9 67.62% BB ' 8A 0.17 0:60 0.10 0.10 RDP rRDO l 04 0.14 5.0 7,03 1.0419 41 94 15 0.013 9.1 4.8 19,4 11,12% 8A Z
1 SC 0:15 090 0.14 0.54 S.0 7.03 3.8 416.67 414:77. 190. ` 0.0]00 15 0.011 7.6 6,1 31.1 x9.73% 8A S 0.05 O.SS 0.04 Q.14 RDO 14 H ~ O
7A 7 0.20 0.90 0.18 0.18 18 0.18 5.0 7.03 t3 OS ~9, ~~i~15 0.013 6.5 4.1 26.5 19.59% 7A 64 ~ Q
mv~i
SA S 0 72 090 0.65 0,65 65 0.65 5.0 7.03 4.6 S 5 <y~.l S 0.013 12.1 91 6.0 37.62% 5A M ~ ~
SC ' SB 072 0.90 0.65 1.59 65 1.59 5.0 7.03 11241 ~ 41 Q, ';~~3d ~ 0.013 22.6 7.1 S.8 49.50% SC ~ Z 65 2,24 5.0 7:03 15.841 I43 1 24 0.013 22.6 7.7 ]8,5 G9.G4% 5B 'F = ~r
SB S 012 0.90 0.65 2,24 ~ ~ ~ y ~
4A ' 4B 0 37 0 90 0.33 0.33 33 033 5.0 7.03 2.3 9! 41 a~~38 Q, 15 0,013 9.1 6.2 6.2 25.63% 4A z y~ ~
r ~ ' ROOF NECTIONS - BUILDING ( 1 , 4B 4 -0:39 ' 0:90. 0.35 0.35 35 035 5.0 7.03 2.5 ~ 29 ~ 1S 0.013 9.1 62 4.7 27.01% 4B ~ ~ ~ ~
- SEE SCHEDULE OVE o J C ~
r ; , f' ~ , - ' 1 ; > 6C 3B 027 ' -0.90 0.24 0.24 ~ r ~ , - s 24 024 5.0 7.03 1.7497. 41 X96 p, 12 0.013 62 6,5 14.7 27,68% 3C ~ ~ x w
z . `J 1 ~ i '3B 3A 0.38 :0.90 0.34 0.59 / 1f, 34 O.S9 5,0 7,03 4.149 41 Q'f88 15 0.013 112 82 ]0.6 36.76% 3B o = pMp
i ~ ~ ~ ' ' `3A 3 0 34 0.75'' 0.26 0.84 / ~ 26 0.84 5.0 7.03 5,9419 1Q Q~, .,18 0.013 14,9 7.8 2,4 39.75% 3A ,47 ~ m U~ ~ ~ ~WC~
e !I r ' r ~ i `V Q i i~ ` ' ' ~ , . b 15 ! ' 0 06 0.60. 0.04 0,04 ~ ;
G~ ) f 04 0,04 5.0 7.03 034 26 1~ 0.013 6.5 2.4 533 3,92% 16 49 N Q ~ J 08 0.11 5.0 7.03 0.8 41 ,~~125 p, 15 0.013 4.6 2.8 449 17.49% is 4 W ~ w
r j 1 i `'1S 14 0.13 b.60 0.08 0.11 r X l f `t 14 13~ ~ 0.16 0.60 0.10 021 d, rA F- 10 021 5.0 7.03 1.541 , 49 X176 l~ 0.013 10.1 5.6 312 14,59% 14 g'j it
"I, 13 12 0.20 -0.60 0.12 0.33 12 0,33 5.0 7.03 2349 08.7 3S3 O.OOSO w~., I~ 0.013 4.6 3.7 84.2 50.87% i3 ~ X15 ~
! F ~ a 1,12 12A O.OQ 0.60 0.00 D.33 00 D33 5.0 7.03 23 084 8 O.OOSO i~ 0,013 4.6 3.7 2.1 50,79% 12 4 ~
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- r J°, ~ • , 1`,~' , ` AS-BUILT INFORMATION FOR DOUBLE CATC )OUBLE CATCH BASINS Cf
1~, . ~ _ T ELEVATION •i ' ~...l : V ,r L : ~ i;T ELEVATION
t , . ~ ; ,h ~ - ~ FROM POINT TO POINT UPPER LOINEI r ' ~ COINER RIM ELEVATION
% Fns ~ 1 . S _ _ d G a . G 5~
13~ a • ; ~ " 5A 5A 420 96 420 : 420.59 425.08
I ~ ~ . ~ : ! e ~ - t 4 : t ; 9 9 416.47 416.4; - a, - r , , 416.42 425.40
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r ~ - Professional Engineers Certification of Engineered
Stormwater Control Structure RECORD DRAWING
Pro ect: Laurel Park Elementary School THE PROFESSIONAL ENGINEER SEALING THESE RECORD DRAWINGS l DID NOT N1TNE55 AND OR 085ERVE CONSTRUC110N. RECORD a®oe®®aw®®e®
®®®®0~ P ~ INFORMAl10N SHOWN ON THESE RECORD DRAIMNGS WAS Type of Engineered Stormwater Control Structure: ®s® ~ l PROVIOEO BY THE CONTRACT~t AND OTHERS,, TO THE BEST OF
Constructed Wetland ®®®®O~~pE ~ S S f ~°~~y®°o 7m}{~ DRAWINGSS ACCURATE AND FCORRECT. SHOWN ON
o~'°°@ 9°®~s
m =~SEAL~g I, Pamela A. Kistner as a duly registered Professional
Engineer do hereby certify that the Engineered ~ 023121 ®s MAINLINE CONTRACTING, INC.. vi z
ROOF LEADER CONNECTIONS -EAST OF BUILDING (SCALE 1'° = 20') -SEE SCHEDULE ABOVE } Stormwater Control Structure for Laurel Park Elementary s®.os® °®t°~ CONTRAG7oR ~ ~ o cza
cA r ~ - School has been constructed and the associated ®®~~~i~®~,p~;,®°°®w'°® Q ® ® y;
. '1 , ti ~~y Y infrastructure has been installed in compliance with the ®°®®®~lq®A®®~~(~S~®®®®. ~ ~ S ~z o approved construction plans and specifications. This m ~
~ l ~ ' „ I , EP1GMlEER DAIS ~ Ca ~ ~ statement is based on reviews of the as-built drawings ~ _ ~ z
. f and having made periodic inspections and reviews during ~ ~ ~ w ~
rw s ~ . ~ s ~ v the construction of the Engineered Stormwater Control z va z ~
D a , Structure. a ~ o v `a U
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, " , VVV , . 1 1 C i d Date } -as' - o R '0~n' h ~
, ~ - - : . 2 r: G ! a ~ ~ , 1 ,I ~ti . A N
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: , u 1 r J r, ~ ~ . . - , .~f<,-~ . a Professional Registration N0. & Seal Dewberry & Davis, lnc z
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~ ~ ; i~ o J j ~ ~ , ~ _ y . ' ~ I::- _ d 2301 REXWOODS DRIVE w
r , ~ - , ~s r ~ ~ ~ ~ - ~ ~ ' ' ~ d ' g SUITE 200 ~ RALEIGH, NC 27607 ~ O W
[ ~ 6 Q , . ~ , , ~ y..~ ~v a ~ F ~ rt r w~:, ~ r. ' y. Q L ~ . r.. ~ ~ ~ _ . 7 PHONE: [phone]- Z FAX: 919,881,9923 f- C3 W ~
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, ~ ~ ! ~ a t . ~ -i; s!_ ~ _ ,~__.'t ~ d' ~ a~ ~ s ~ - `fir ~ I GARY PROJECT N0. 06-SP-085-A a w ® c?
1 L ' i~. :i i.. i, tIa v~ eca r., 1,... y T®YIJIV FVCA1tY tx."a o w
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v Approved By Date o N
0.71 t t NACNETr~ Planning Date ° Engineering Date N
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i~ EX, Tn [R u- 0

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NOTES:
WETLAND TO BE CONSTRUCTED, PLANTED, AND MAINTAINED IN ACCORDANCE WITH THE NCDNER STORMWATER BMP MANUAL,
PLANT SPECIES, QUANTITY AND LOCATION TO BE ESTABLISHED BY
THE WETLAND CONSULTANT. r _ . ~ ` ~ ~ GTotal Site Area , 17 66 I '
LLaurel Park Elementary School A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY - i _ 1 _ _ ; Acres ~ Percent ; ,
Pre•deu HAS RELIEVED NOTIFICATION FROM THE ECOSYSTEM ENHANCEMEM Pre developmentjArea,. . fExportCoeff Expert ~ ,
PROGRAM THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER~Type of Land Cover _ AND THE LOCAL GOVERNMENT STATING THE NITROGEN BUY DOWN Unmanaged open space (forest unmown meadow) „ _ ._..,__.__.__.__._.~_~_~___._...~acres) _ ~Ilbstaclyr) _ w_ ,(Ibslyr) ! ;Existing Impernaus 314 I 0 57 ~adow).__ „ _ D25~ 060 015 ~Newlmpernous } 241 ~ 043 i. ,
,NACNETIC HAS BEEN COMPLETED. `Nana ed o en s ace (grass, landsca rin ,etc. _ i_,._ 9 . ~ . P __..._.....,.P 9 } tc. ~ ~ 14 2~ 1,20 1712Total Impenrwus I _ 5 55
Impervious Area inlc. R1N! THIS PROJECT SHALL MEET ALL OF THE REQUIREMENTS RELATIVE TO I 3.14 21,20 66 57~ ~ - ~ e i _ , ,...,..._.....,..r....._ ~ 0 i ~
BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER TOTAL _ _ _ _.__~~_66(__. _ _ . _ 23.00_ . __83.84• iNew unmanaged open space ~ 4 'New managed open space ~ 1211 "I
C SCALE CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF CARP UNIFIED GRAPHI DEVELOPMENT ORDINANCE {CHAPTER 4, PART4.ti, LOO). N o Ex ~ort 1 Area " E , . w..~. , . t t , I 4,75; oal Open spa { 1211 , ,
L.. ~.vad._ p W.._.._..._.._.~_...___......._._.._..__.._._.~_.___.._..............._........._... ._...-......y...~-.-..,...._...,._.._-..x..~ ,.....-_..~...M ~
a LEGEND THERES R o 50 o z5 50 goo zoo E V IR WATERSHED PROTECTION ORDINANCE IS BEING ` ' ADDRESSED WITH THE CONSTRUCTED WETLANDS, WHICH IS HIGH L Post•deu Post develo ment Area Export Coeff Export j Unmanaged open space_allocated to exiling impernous w.. ~ _ ~ _ _ OAO ~ ~ I
DENSITY ALLOWING IMPERVIOUS SURFACE COVER TO INCREASE TO !Type, of Land Cover _ _ _ IMPERVIOUS COVER to°~ I forest unmown~meadow- - C{acres) (Ibslaclyr) _ _ pbslyr) ~ ;Managed open space allocated to,existing impernous ~ 6 85
Unmanaged open_space ( } (IN FEET) i__ ;atlow} I 0 00~ 0 60' 0 00'Unmanaged open space allocated to new Impervious 0 00 ; ;
(Managed open space (grass, landscaping, etc) 1 tech = 50 ft, NO PORTION OF THE SITE iS WITHIN A FLOODPLAIN. tc,) ~ 12 11~ 1 20~ 14 53~ ;Managed open space allocated to new Impenvous 526 ' _..~.,.._.....w ~ r I 1211 t ,
;Impervious Area incl R1W 5 55~ 2120 117 66 ~ i_ ~ r ~ i 3-00 13219 17 66 2
, (TOTAL _ _ a „ _.___..._,_,._..._„_._,..._e_..._._...~.,.,._w,,...i.,._. _M ~ i,..,.,_..,_._......._..,,-..._..~_.-., ~NAnnualLoad , existingdevelope~ now developed.' ! _ .w. . _ _._~.Y__..~i__~ _ { ~N load ftom unmana ed o en space 0 6lbslacl r 0 00 _ . O OO y ,lbsl r .
: , r 'a i . i . ' ' " ' • ~ ~ ` ~ ' ' ~`r ~ iCalculated site ex anslon area . ~ 7 6ac y ! ~N load from managed open space @@2lbs/aclyry .,.,.,._,..,.w„ 822 y 6 31.. y 3lbslyr _
- = ~f s : ~ _ ° _~-M1 - _ - Syr ' ~ ;a - rN Load = Export l Area _ h ~ 7,49~Ibs/act r .._.._......,....,___..__._......_......_,.....~...,_,,,,.,,~...m_.,.,_.__,...........___..,... ,_.,..ti..,...__w.,...._,._.~.__.:._....__.
~ $ttr~~~'~ 1 V~ ~ $ :SAN \ ~ ` ~ NC+ ~ ` ~ v ~ ,Initial Target ' ~ IN load from im erneus area 212 ibs/ac/ r ; 66.57 51.09 Ibsl r 10.OO;Ibslaclyr I ~ p @__..'._________y._.._. 1 y '
~ I~ T I ° V : 4 Amount controlled b BMP ' ~ ~ 2 76 Ibslaclyr ~ ~ 74.19 i 57.40 ;Ibsfyr _ ................_...._....,,...._..........,..,...._......_..._.._......,,_,._.ti,.,............., , ,
~ , ~ °~-w ' y,'~``~ 1° _ _ ~ , _ a v I ~ Final Target ~ - ~ _ i I' - ~ w.,.~ r ~ ~ a Remaining N.____----____ ,y ill ( _ - ......_:_._.3.60~Ibslaclyr, ' ~ i _ . , 1 1331bs/aclyr_._._.__........ ~..~___.M.__~.~ ~ i site expgansion area.. _ p 7 61 ..'acres y t I Y
._....v. - ~ , ~ \ (Offset Payment _ . _ ~ _ _ . $2,852 86~ _ . _ L__...__ _ . ~ ~Iniiial Tar et _..~.._____._.w__ _.____._.~.~._.._w____ _________._.,_.__,._j__. ..10.00 ..~Ibslacl r.µ... , _ y N Loatl_mg Rate Annual load 1 site ex anslon area _.,,,..._„a ~9, Ibslaclyr ~ .
r ............._......._._...,_._.~___.._._._.__,__.r..._M_ _ _.._;_.._...,.._._____._.._..___~____.:~.r_ I .Amount controlled by BMP _ ; _ . 0 DO `Ibslaclyr . '
--.~L-~`'-~%" p ~ . G ~`fi. ~ ~ ~ ~ load ost-dev less re•dev less remo+ !1 ~ ~~.m• ~ f ~ ' . ~ ® \ , W ,Net, Change m on~slte N (p p....._.__.__...-_..__.. pre•devless removal) . ~ 27.191Ibs/yr ; _ _ _ .....__...a w a ............_.,...,.._.,,,...-....._..,_..W.._ ~Final Tar et , _ 3 60 ..,.~Ibslacl r ~ rte.
`Re.:.w. _
~ ' ~ W~ ' , ~ I`Vlfater Quality Basin Design ~ est Mane-ement Practice; >ign I i 1.....,..... t _ I f mammg.,N . _ 3.89 _..~~Ibslaclyr. .....j.. a w d ! k ~ ~ set Pa went $9,832 49 I anagement Practices 2 0 Stormw ater Wetlands ,CO y I z
-43 ~ t e ~ From Siormw ater B ~Y,~ g, m•, ~ „ ~ ~ j.,r l V , ._.__._4w__. ~ _ ~ E •SITESUMMARY ~ J... ~ . _ w
~ ~ ' , ~ s The extended detention stormw ater w etland r ormwaterwetlandmusthavemax3deeppool ~ € E ~ 'L._ ~ Q f.....,.,._.,...._..._,,.,.: Total Site Area ' 17 66 ,acres M v
~ ; , .ti : • ~ - ~ ~ , ~ ~ ;The larger area of BMP must be betty een 0 to ast be betty een 0 to 12 inches ; ~ 'W 1 .................._..d..,.,.,_._~..._,,,..........~._,..~.~..,,~...w..,W..,.w... w _,,,.,,..,....,....,_,..:_..~,....._..,.,.,,...._...,.,_w,.~ _ o
, ~ ~ ~ r. , ' ~~t. tFor BMPio function as a Wetland-~--_ ' ~ 2 ° ~ ~ 1 i =w ace Area to be 0 9" De Netland ~ f_._ ! Actual LoadftomSite___.___.____,._ ~ 13219 jlbslyr ' ~ m ~ T Area to be 0 9"Deep . ,i „ , ~ Loading Rate _ . . , ...~~...,...7,49 Ibslaclyr „ , W 0o tti
1 t 0 2 ~ ~-J : ' 35% Surface Area 4o tie~9.98" 0 • Area to be 918" Deep._.~..._..___, ' ` ! Annual N load that must be treated by BMP _ _ ! 0.00 1lbslyr ~ _..i ~ z ~ . ..____.._j__.., __t... . _ w.. _
~ ~ 2 ~ 2 \vt 1 ! 15% Surface Area to be Small P ~ , a Area to be Small Pool (3' Deep) ~ , _ .
42 ~ ~ ! `a, N`1\ ~.._.•_._...__....._r15%CanVar-in De th... ~ r t~~ ~ .r in Depth i .,~.._.__...w..,_,.__~_._. DRAINAGE AREA #1 . w . ,..EArea.., Export Coeff , IExport + ~ ~ i.-_~._,___.,.,.~,~__.-,_,~~__i..._. _ .M_....__._ I ,M__,_._.___.~___._......_.._. F ~ w , ~ °Type of Land Cover i(acres) '(Ibslaclyr) (Ibslyr) i ~ 'w
`Drainage Area (AC) 17.66 F._..__...._.. _ ~ f , ..,,..m ~ _ _ v 4 17.66 SA Required for Extended Dention 10308.213 SF ~Mana ed o en s a e rass landsca ine ,etc } ! 12 11'~ 06, Oi W ~ ~ w
r f ta;, ~ °k Impervious 30.01 30.01 1"RunoffCoefficent 0.32009inAn Undistgurbepo eps a(g forest unmopwgmead}w i 0~ 12( 14532) ~ oT j
',~,r. / ~ t i SA1DA 1.34% p b~ ~ 1,34% Volume Required for 1"Runoff 20519,826 CF `Impennous Area i 5 55~ 212' 117 66~ ~ W o _ ....._..._._...r,......_._.._...,.,_ , o .J
. ~ d 1 ~ OTAL i 17 661 23~ 1321921 aC _ t ~ { T _ _ ~ ~ wl0 t ~ ! ~ ~ ~ € ~ ~ m
o ~ 1 ~~s . P ° ,A} ~ ~ SmalhPool~(18°!°EDWSA?~ ~ ~ ~ ,I ~ `BMP removalef6ciency~ ~ ~ ~ _ ,___4000%'~conshuctedweflan~~ I ° ~ O ~
S~ ~ Forebay (+20 /o of EDW SA} -.......t ,r ~ J ~ ~ ~ JRequired 6A` ~ 2061.0425(SF _ __.w.~____.~. _ , ._w _ ~ ~ ~ M,i_. ~ ~ I_. ~ ~ r 4_._. ~ Mw_.. _ 5' F Re uired SA 1548,23191SF 3 2061.642.. I S i p..,_..___.,.,;_ w..,. 1
~ti CP .....__v...m._._..;....._....._.............~...__......_~... r.. L ~ ? I Pfh.__._....,._~...._._.._...._..__._?..__..... __,..._,2. Ft,.~.... De i_....._._. 2~Ft'~~ ~ De th 3Ft _ ( fN.Load = Ex ort! Area ~ 7 49~Ibslacl r t ~ w ..__~..p..__. ~ ~ 7 p_. ~._.-__y., .....,i N Q OwC .wu
~ ~ Required Volume ! 41232851 ICF , I _ I.. _ r ~ ~ q t. ~ ~ l._,.._. 4123 2851 CF Required Volume 14638 6957 CF ~ . _ ` ,Amount controlled by BMP _ ~ _ 2.99(Ibslaclyr , , f _ I, w I- w _
J , ! , ~ \ ~ ~0.9" Dee 35%of EDW SA) i _j,,,, ~ f ~ ~ ._.w_,......,... i 'N Loatl controlled by BMP ' 52 88~Ibs(yr ~ o. cn t- SA) i Various Area (15°k EDIN SA) ~ ~ i ` " "
~N~ t !Required SA; 13807,8744 i SF i 3607.8744iSFRequired SAl i 15462319 SF ` , -;°1 ~~ar u~:~= ~ J a ~ ~ a ~ ~ a~; ~~~~rn w~•.~ ~~r ~ r'
N ~ a E ~ 1 Avg. Depih i ; ,._._...._._9~inw_.... 1~ ~ i 9~In ~Avg.Depth I 1 2,354063~Ft ~ ~ ~ tw,. , I. 2705.9058 CF -Required Volume ; 3639 92731,. ~ ( ' ~ _
1 ~1 Re uired Volume ~I.2705.9058`CF { r F E , ~
L~'~~ . f , ' " 9-18" Dee 35%of EDW SA ~.._...,~M..__, ___.._..w_v _.l 1 ~ a I SA)TOTAL 5URfACEAREA ( 12369 655 SF
~,,,,M,;~~, ..r . ° ' t is , ) _..~-....,,......-..p ....i.._ o r . ~ ~ -1: ~ 3607.8744 SF Required SA ? ~ . E ,.,v_......_ i _3607.8744 SF TOTAL VOLUME 20519 628}CF
~ ~ 4 r ~ (Avg. Depih ~ 18 In • _ 1 E I ~ onl 1 bm used ~ _ y p 18~In
' : ' ~ ~ "ti, Re uired Volume 5411.8116 CF~.., ~ ~ , 54118116 CF ~ .........w,.._.,._......~..._..__ _ _ _ x,,.~. r ~ ,a , ~ ~r ,
t 1 Sytt
4
i + t, ~°r t: yti,
. - ~r, _ _ - ~~r. ~ ~ ' V V
I t ~ ' vi.
? is i+!O. 6 ' ~ TOP OF DAM = 417.0 SUMMARY... _ _ . ~ . . :.m~~ 5~ Total Area (area #1 + area #2) 17 66'acres I
/~V/~ Total Nitrogen Loatl (area #1 + area #2) ; ~ 13219ilbslyr ~ j
~ /~~~~~~~NNitrogen Treated by BMPs 52 88~Ibslyr ~ ~
® , I S E I>r ~ _
f ~ ~ rd. ~z.' ; WELDED TO CMP RISER i p / 'Cumulatne removal efficiency, _ 40°/' i C 1 ~ ~ Nitrc en Load from New Develo ment S7 40 Ibs! r i
9 t ' 54" CMP RISER - - .w ~ '"`r. i MITI VORTEX AN'n-vOR1Ex 2 iMlnimum annual N load that must be treated by BMP 0 AOYlbslyr
~ a I E ~.i ~ PU1TE , ~ ~ , _ ..._.v ~\~/\~l ~ 1 !Maximum annum N load that must be treated by .BMP 29 80>:Ibslyr j
~ : r ~ 499 e ~ ~"qr, ~ \p~ RISER CREST t ~ ~ H RACK ~ ~
~ / ~ V~( ;Annual N load that must be treated by BMP _ ; 0 00!Ibsl r
. ~ • o t \ 4 - 4" DW. ORIFICES C L ~ \ ~ 36 RCP ~ % y ~ i :Removal efficiency ~ 0 00% percent , /,r,~/~ ~ ~ ,1) If efiiciencyis much less than 25%, but a BMP is required ( + I
:r ~ 1 _ ~ I, ~ ~ ~ r y 1 2.5" DIA, C .DISCHARGE (BARREL) ...r_... considerinstalirng aBMP to tt~af a largerarea and reduce the required payment
,~.m, ri.~ 2) !f the efficiency is much greater than 25%, consider installing a I i
. r 6 O ~ r•^"'~ ~ .Z 1 - BOTTOM OF 1,y}{l11 _,_•.,_42 ? ~ ~ BASIN - 4A6:c0 BMP to treat a far erarea to avoid lacir? BMPs in _s _ ~ ( ~ i g:._.__ .....p ..__g_,_._ . _
.
t~ „GZp" 1 ,era' ' c ! 1 , ~ ~ . ANTI-SEEP COLLAR BMP treatment area ~ 17 66 acres user enten _..__,...~.......__,....,_...,w_.M.,.
' ~ ~ ~ • ) ' - NRS RESILIENT SEA r 420"""."...-a r r!; ! la+,,, is RESILIENT SEATED 6' X 6' X 1' RIP-RAP ,Nitrogen load from BMP treatment area ~ 528811bslyr Juserenter APRON ;Removal efficienc 40°l0~ ercent userenten
~ i ,r , ~ / ~ ~ ~ ~ ~ e i~ t, ~ GATE VALVE (FLxFL) 1TE VALVE (FLxFL) CONCRETE PAD t_,_,,, ~ Y _ . P ,Actual N load removed _ ; 21 1b~lbs/yr _ ! i a
a ~ a { EMERGENCY DRA N IN jRemainmg N load from new de+~lopment _ _ ~ 36 25ilbslyr ~ P ~ _ ~
I , ~ ~ _ ~ "site expansion" area 7 67'acres ( i RISER DETAIL . _ , _
~ f a ~ ~ N Loadm Rate Annual load i site ex anslon area 7 49 9 _ Pw__w.__._._.._._ ilbsfaclyr__z
0 r ~ ~ ! v~~-, , Initial Target 10 OO;Ibslaclyr ~Nremamingaftertreatment~~ ~ 473~ibslaclyr ~(OK
N ~ aa~ I 1 ~ l ~ ~ ~ : ° ~ ~ ~ t , ~1 CONVERSION OF SEDIMENT iION OF SEDIMENT RISER i .w._.___._.._.............,..-__, .w_,.,_... , ....w...
t. ~ ~ TO CONSTRUCTED WEfLAN 1 l ~ ~ ~ 1~ ~ w ~ 1. COMPLETE SITE GRADIN iTRUCTED WETLAND _RISER: ANTI-SEEP CCt.LAR: IFinal Target , 3 60`Ibslaclyr ~ I LETS SITE GRADING AND Remammg N to offset I 1 13~Ibslac! r~~{ y
~ti ~ ~ e ~ ~o ti L t + t ~ ~ ~ v STABILIZE SITE. Y-410.60.406.00-4.80 . _ _ n SITE. - Offset Payment , $2,852 33 I _ ,
, , ; 2. REMOVE TEMP. SKIMME -.w~ ~ '1 ~ ~ ~ CLOSE GATE VALVE. THIS VE TEMP. SKIMMER AND Z-2.1 H: - - , ~ ~ U Z r........ . , , _.i .ATE VALVE. THIS Sb- PIPE SLOPE =1°k _ W. m.... , ' ~ Q p ~ U
~ a t ~ ,t,/ / ti 'ie ' 4 ~ ~ CONNECTION AND VALVE V PION AND VALVE WILL Ls-30'(FROMVAEtxSCUSE:1 COLLARAT6'x6') Cumulative Nitrogen removed byvBMPs y 4 276)IbslaclyrM1 u; . ~ O ~ ~
~ ' ' ~ w f i ~ ~t REMAIN AS AN EMERGENC' ~ ~ 3. PROVIDE 2 2 p- • AS AN EMERGENCY DRNN. w w~ ~ mm „ Z O IDE 2 - 2" DIA. ORIFICES ~ O H
t ~ r ~ ~ ~ AT 409.08 AND 4 - 2 )8' AND 4 - 2" DIA, = tJ = ~ y
4 A r ~ ~ 1 ~ ORIFICES AT 411.08', M `L. ~ AT 411.08', w ~ ~ w ~ C,: ~ O ~ ~
, r. ~ , ~
~ - • - ~ t 1 Profess>lon$I Er _.e `r.°'~ ° ,,,-'"'''-""25~ mss,. ~ t ~ ~ ~ l ~ ,,?d` Ate" ! Professiomal Engineers Certification of Engineered ;zd-i ~ ~ c=.~ a
,.M. f ~ .J,» QZ 1 , Stormwater Control Structure o- : v o a c'~ w P ,o o ~
0? oa' ' ~ ~ ,k 1 ~ r " ~ ~ Pro'ect: Laurel ) 'roject: Laurel Park Elementary School cn. ~ ~ m ~
_ 1 ~ ~ ~ E ~ ~ t ~ r'~ t t~ p~ ) ,r'°' s. 1 c ~ 2 t t®~®a r,, m
~ ; „~f~ ~ + t ! ' , ' T e of En ineeri , / ~ Yp g ''ype of Engineered Stormwater Control Structure: ~~i®i®i I ~ o ~
ti ~ 1 ~ ~ ~ ~ a ,'p Constructed Wetll ;onstructed Wetland 1®~®P~ ~
, ~ yr..,A~/ ~ ~ ~ .i 42 i 3 ~ ~ . \ r ~ ~ 1 ~T~ , t ` , f ~ r DtM~ E ~ ~ , ~ , + I, Pamela A. Kish N
TORA 1 ~ ~ ~ ~ S ~ ~ ~ t~` En ineer do h Pamela A. Kintner as a duly registered Professional c 'sn ig Weer do hereby certify that the Engineered
r'' ! ~ 1 \ s , ~ ~ ~ .-t PA c ~ \ ,r ~ ,rr' . p~ENC ; ~ Stormwater Cont7 itormwater Control Structure for Laurel Park Elementary
ichool has been constructed and the associated Dewberry & ®aVIS, I11C. e-
'r~;~ ~ ~ ' ~ " r ~ , ~ ~ ~ ! ? School has been e ~-a't, ~ ~i r ~ ~ ~ ~ infiastructure has nfrastructure has been installed in compliance with the 2301 RExwooDS DRIVE w
s ~ ~ ,r , _ approved construe Ipproved construction plans and specifications. This , SUITE 200 ~ ~ ~ RALEIGH, NC 27607 Q z
,r ~ ~ statement is bases ,tatement is based on reviews of the as-built drawings PHONE: [phone] z ° w THE PROFESSIONAL ENGINEER SEALING THESE RECORD DRAWINGS
~e ~ r and haven made ind having made periodic inspections and reviews during DID NOT WITNESS AND/OR OBSERVE CONSTRUCTION. RECORD FAX: [phone] ~ ~ w O he construction of the Engineered Stormwater Control INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS CO w 0 J
o \ 1 230 KV PO f~SAFET A~EM~~T~.~w• s theconstntcttonc ,r , ~ ~ ~ ~ SCH00 B~i~iRD RE4UIR NT i~, / Structure. PROVIDED BY THE CONTRACTOR AND OTHERS, TO 1HE BEST OF O ® w itructure. THE ENGINEER°S KNOWLEDGE, THE INFORMATION SHOWN ON ~ U ~ ~
3 ? I - y-''~' ~ POW t~ ~ T ®®s®`o®®®,®e®ee®®® THESE DRAWINGS IS ACCURATE AND CORRECT. Q ~ ~ p
~1, ~ ~ AROLINA .,-a : , t ; ~ ~ 1 .ENT , ~ , 'i ~ 1 EAS MEN
. ; ~ ~ ~'e . o t 7 B 4331 .930 J~~~ , . ~ ~„r f m„J -,f, '~'~~,f~~ w,~ ~ , ~ vK .3s"" ~ ;:I - ~N P~ a'y ®®®oQ`~~ 1,S S/p ~ CARY PROJECT N0. 06-SP-085-A w =
_ - ~~®®®Q~u ~'l~,yAO MAINLINE CONTRACTING, tNC. APPR011ED c~-n cOn ~u°~
iiEna 1 C ~ D I S ~ conrTRacroa TOWN OF GARY
rye, Date _r N... _ ...,~M 1 p~'+e 1"'~,.//(~' , . ? a x w~~ ~ f// ~ : tl~ 1. 4 /"'~I k.r.l ~ )ate ~ ~ 0~ ~ Approved By Date a
,i w•w r + , f( i.'..,d ,fin,q '"y. I .y, < ,l. 1~ ~I,.wi' uer' '^w,. _ yam. A-A ° 023121 ®®®m
1, SS-C -,4CQUTSITI NS INt J ~aS -t~~ Planning Date c°~v
PAR ERS C 6 626,, P. 20,5 ®®®®.®~~1~ /oe6ei„® ENGINEER Engineer ng Date N
D 11 P 2094 g Professional Re ~'M 2 g ?rofessional Registration N0. & Seal ®0®~~~® A®r`,S®`®®