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Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927'
December 23, 2008
Randy Zymroz 1 t
Cr; .
Zymroz Landscaping -
755 North Westfield Street
Feeding Hills, MA 01`030
Dear Mr. Zymroz:
At its duly called meeting held on December 18, 2008, the Agawam Planning Board voted to
approve the Site Plan entitled "Zymroz Landscaping, 793 Silver Street, Agawam, MA",prepared
by'R.C. Designers and dated 9-15-08,revised 1113108 with the following conditions:
-- the Engineering Department comments dated December 18, 2008 and attached;are to be
addressed;
- all lighting is to be shielded.
If you have any questions, please contact this office at 786-0400, extension 283
Sincerely,
Travis Ward, Chairman
AGAWAM PLANNING BOARD
TW/DSD.prk
cc: Building Inspector
RC Designers
Engineering Dept.
Town Clerk, File
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12/18/2000 16:33 FAX 4138210831 J002/004
OF AG?WAM
.01 Department of Public Works
1000 Suffield Street a Agawam,MA 01001
Tel 413 Zl #1bll - Fax (413) 8210631
John P.Stone - Superintendeat
MORA
To Planing Board,Budding
cc-. File
From: Engineering De patment
Date- December 18,2008
Sulbj Site Plan—Silver Street—Zywroz Landscaping
Per your request, we;reviewed the Site Plan entitled, "Z z Landscaping, Silver Street, w xn, MA
Preliared for Zymroz Landscaping on Silver Street, Apwam,MA;°Fr eed by. L.P, Consultants,Enfield, CT
Revision date not me'and we still have the following comments:
1. The proposed detention,pond currently shows a concrete control structure leading to the outlet of the
detention pond. details of'the detention pondloutlet structure have not been determined yet. Due to
personal reasons, the applicant's Engineer is unable"tD revise the design at this time, Therefore, the
applicant has asked that the site plan be approved with the condition that ExWoeering will approve the
final design and construction of the drainage system prior to asking for the certi6cate of,occupancy.
This would enable the applicant to start construction on the foundation of'the building before the ground
becomes too frozen. Engineering is confident that a proper design will be easily achievable once the
applicant's engineer has a chance to calculate the stonnwater xuuofif for the new type of design. If the
Planning Board and Building Depwrtment are ok with this, then Engineering is ok provided that the;
following is done-
MI ;erosion control devices must be put in place before any work is to begin and shall be
inspected and maintained after*each storm event.
A temporary construction detention area needs to be installed before anything else so that
runoff cart be properly detained,tbrough theconstruction period.
. For the final set of plans,there should be as close to positive flow as possible through the deterdon pond
so that wetlands do not develop there. Post-construcicion flow rates must meet pre-construction flows for
type III- 4Khr rainfall for 2 (3.0 in), 1 4.6 in), and 100 (6.5 in) year storm events. Also, include the
detail,of the metal hash rack around the orifices of the control structure. An emergency spillway should
also be shown with I fl of freeboard between the 100 year peak flood elevation; and the top of pond. A
trash rack is not needed for the spillway,
I Please make sure the plans we stamped and signed by a Professional Licensed Eng5ineer and dated
appropriately when it is revised,-
Engineering es the right to make additional comments as new information is submitted, If you have any
questions p1me do not hesitate to contact this division
r
Sincerely,
r
Vladimir CAceres Michael C. Chase,P,E.
Civil EA&M I` Town Engineer
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12/04/2008 11: 10 FAX 4138210631 @002/003
A
TOWNOFAGAWAM
vepartment of Public Works
01% 1000 Suffield Street - Apwaw, MA 01001
Tel (413) 8210600 - Fax (413) 8210631
John 11.Stone •' Superintendent
MEM
To.- Planning Board
C. File
From: Engineering Deparment
Date: Dftember 4,2008
Subject: Site Plan—Silver Street—Zymroz Landscaping
Per your request received December 2, 2008, we reviewed the Site Plan entitled, "Zymroz Landscaping, Silver
Street, Agawam, MA; Prepared for Zymroz Landscaping on Silver Street, Agawarn, MA, Prepared by., L.P.
Consultants, Enfield, CT;Revised 10-30-08,"and we have the following comments.
1. Engineering met with R.C. Designem earlier this week During this meeting, R.C. Designers asked if
the plan could be approved with the condition that all our item would be addressed before the C.0- is
issued. However, after reviewing the revised plans, it has come to our attention that the dimensions of
the building, setback, parking spaces, property lines, etc, either do not meet the I"= 30' scale as shown
on the plan, or are not consistent in relation toe other. Engineering recommends that this issue be
resolved so as to avoid any possible design and setback problems.
2. The proposed accessible parking and access to building must meet ADA/AAB standards,as specified on
521 C?%4R—23.4A. "Surface: Spaces shall have a unifonn,paved or hard packed smooth surface."
Comments number 2,3,4,5,6 sad 7 from our memo dated Novtmber 20,2008 still need to be addmse&
(see attached)
Engineering reserves the right to make additional comments as new information is submitted, If you have any
questions please do not hesitate to contact this division.
Sincerely,
Vladimir Caceres Michael C. Chase, P.E.
Civil Engineer I Town Engineer
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11/06/2008 16:35 FAX 4138210631 IA002/003
TOWNOFAGAWAM
Department of Public Works
1000 Suffield Street - Agawam,MA 01001
Tel(413)8210600 - Fox (413) 8210631
John P. Stone - superintendent
MEMtn
To: Planning Board
CC: File
From: &ginecring Deparment
Date: November 6, 2008
Subject: Site Plan—Silver Street—Zymroz Landscaping
On November 3, 2008,we received the Site Plan entitled, "Zymroz Landscaping,Silver Sbve4 Agawa^AM,
Prepared for Zymroz Landscaping on Sitwr Street, Agawam, MA; Prepared by. L.P. Consaftassis, Enfield,
CT1 Revised 11-3-08." En&eering has not had sufficient time to cur eft the review of the plans and
calculations. We will provide our complete review as soon as possible.
If you have any questions please do not hesitate to contact this division.
Sincerely,
Vladimir Ciceres Nfichael C- Chase,P&
Civil E40M I Town Engineer
.0"41IN'S.30 slivur-giract-YYnlnw hisulsvuphigWw pluoi$30-mono 2,dL)L:
RANDY 413-7 �2 p.1
October 16, 200
Agawam Planning Board
36 Main St.
Agawam, MA 01001
To whom, it my concern
I, Randy Zy mroz would like to request to have a meeting tabled to address the
comments fmm the engineedng department. t can be contacted at my cffi
41 -7 or my call phone at 413-537-8526.
Sincerely,
%Ran Z oz, t�resicfent
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: October 28, 2008
DATE RECEIVED: September 29, 2008 DISTRIBUTION DATE: Sept. 30, 2008
PLANNING BOARD MEETING DATE: October 16, 2008
APPUCANT INFORMATION
1. Name of Business: Zymroz Landscaping
Address: Silver Street, Agawam, MA
2. Owner: Randy Zymroz
Address: 755 North Westfield Street, Feeding Hills, MA 01030
Telephone: 786-4392 Fax.- 786-4392
3. Engineer: R. C. Designers
Address: Kellogg Ave., Feeding Mills, MA
Telephone: 786-2048 Fax:
PLAN REVIEW
Scale: V = 39 Date: September 15, 2008
Title Block (Street Address, Applicant's Name, Address, Scale. Name of Preparer of
Plan): Address should be placed on the plan.
Description of Project: Proposed construction of a 5280 sq.ft. single story building and
a 30,000 sq.ft, gravel surfaced parking area to house a landscaping business.
Site Plan Review
Page 2
Description of Site:
Provision for Traffic Flow: Proposed 12' wide driveway. See Engineering comments.
Suggesting 30' wide driveway. Radii must be shown.
Parking: Parking guidelines for a service industrial building is one (1) parking space for
every five hundred (500) sq.ft. of gross floor area. This would result in 11 parking spaces.
Twelve (12) have been provided. No handicapped spaces are provided. Must meet the
requirement for number of spaces and'signage.
Drainage: See Engineering comments.
Public Utilities: Sewer service is not shown on the plan.
Landscaping/Screening and Buffers: A landscape plan must be provided indicating the
location, size and species of all the plantings.
Sign Location: Not provided.
Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided.
Rendering or Elevations: Colors and textures must be provided.
Dumpster Location: O.K.
Other Comments or Concerns:
10/14/2008 13:52 FAX 413821 011) 002/002
TOWNOFAGAWAM
IN, Department of-Public Works
1000 Suffield Street - Agawam, MA 01001
Tel(413) 8210600 - Fax (413) 8210631
John P. Stone - Superintendent
NOMORANDUM
To. Planning Board
M. File
From. Engineering Deparment
Date: October 14,2008
Subject: Site Plan—Silver Street—Zymroz Landscaping
Per your request received September 3 0,2008,we reviewed the Site Plan entitled, "Zymroz Landscaping, Silver
Street, Agawam, MA; Prepared for Zymroz Landscaping on Silver Street, Agawam, MA; Prepared by: 'LY.
Consultants,Enfield,CT; Scale: I Inches=30 Feet;Date:9-15-0g,"and we have the following comments:
I- Engineering requests the stormwater calculations for the 2, 10 & 100 year storm events for both pre- and
post-construction conditions:
1 An emergency spillway and outlet should be installed. Also, please explain where the stormwatcr will
outlet to.
3. Include the detail of the outlet control and trash rack.
4, The erosion control barrier shall be installed prior to beginning construction and remain in place until all
disturbed areas have sufficient vegetation to prevent erosion.
5. Please show the existing and proposed contours of the site.
6. Please show construction details for accessible parking spaces.
7. If the site is going to require sewer services please show on the plans.
8. The proposed 12 foot wide driveway is not adequate for two way traffic. The minimum width for two
way commercial driveway is 30 feet.
9. Please show the location of the downspouts for the proposed building-
10. The scale of the drawing is not I"- 30' as stated on the plans.
I 1. Please explain what kind of equipment would be stored at the site.
Engineering reserves the right to make additional comments as new information is submitted. If you have any
questions please do not hesitate to contact this division.
Sincerely, lei
Vladimir Ciceres Michael C. Chase, P.E.
Civil Engineer I Town Engineer
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MEMO
TO: Engineering Department,Safety Officer,Fire Dept-
FROM: Planning Board - ,
SUBJECT: Site Plan- Silver Street w ZymrozLandscaping
DATE: September 30,2008
Please review and comment on the attached Site Plan for Z mroz Landscaping can Silver Street
prior to the Board's October 1 meeting. Thank you:
I SD:prlt
THIS ITEM WILL APPEAR ON THE O TOBER 14 TEAM MEETING AGENDA.
AGAWAM PLANNING BO � W
Form D
Application for Site Plan Api 45-
Please complete the following form and return it and 1
Agawam Building De artm j
104 Suffield Street,
Agawan-4 MA 01001
1. Name ofBusiness,__ "t '" L 4 "4
Ad - ' 5t l- V S `t
Telephone + "'"
. Name of A,pplicant/Own.er
Address
_ ill
Telephone � � Fay.
"
. Name of ngin er/Architect •'C-P s7 L4LCw 444 O L,''t A 4'
Address_ � :'# 6 Lb 4
Telephone 02- Yax
4. please give a brief description of the proposed project:
1ED
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ti y
. .,F '
AGAWAM PLANNING BOARD
Fonn D
Application for Site Plan Approval
Please complete the following farm and return it and 10 copies of the Site Plain to
Agawam,Building Department
1000 Suffield Street
Agawam, 1A 01001.
1. Name of 13usiness Z 01 Z L A"0 '
t
Address—"- ` 'mmeix S
Telephone- + ' Fax
2, . Name of App1icant/0wraer
Addresse -' r
Tel ho - F - �
. Name of E.n ' er/Architect l(L c�Q&s t 4►"6v I L.-P' to S o u- A 4. 15
.4 .
Address . b VEMLp 44 A
Telephone ' —Fax
. Please give a brief description of the proposed project
1> C-T A. ! V 711API&
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Revised 211/07 SEP 2 9 2008
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PLANii`46
L.P. CONSULTANTS , LLC
Engineering (Consultants
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October 31,200
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Zymroz Site Plan r
Sum ary
Drainage Analysis
� .120 year
Pre Dev cfs 2.17 3,27 10.61
Post Dev cfs 0.00 0.3 8.2
*Weit Elev Inv. 97.00 32 97.05 97.39
*-at Detention Pond
The above summary provides 2,10 and 100 year drainage analysis;as sbow .
The project site is located at the tap of the watershed ridge,line as shown on the Drainage
Map and hence not receiving off site runoff,
The shove summary indicates no net increase , the runoff
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0,807 85 Gravel roads, HSG 8 (1)
0.176 s8 Pamed parift I&foofs (1)'
2AOS TOTAL AREA
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Subcatchment 1:Proposed erttf on Runoff Area---I 04,8 of 2%ImperAous Runoff .83"
Tc--i D.0 rnin CN=72 RunofF--325cfs 0.167af
Pond 6 (near Pond) Peak Be 96.37 Storage=7, 71 cf Inflow--326 cfs 0.167 of
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Runoff by SOS TR 20 method, I H=SCS,Time Span^5.00-20.00 hrs, dt=0.05 his
Type 1124-hr Rainfall= .2 "
Area s ' ON lies " tion
7,680 98 Paved parking&roofs
62,060 61 >75% Grass cover, Good, HSG B
35150 85 Gravel roads HSG l
104,890 72 Weighted Average
97,210 Pervious Area
7,680 Impervious Area
Tc Length Slope Velocity Capacity Description
rnin feet fILec cfs'
10.0 Direct Entry,Pervious Gravel Parking Surface
Summary for Pond . (new Pond)
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Inflow 3.25 cfs @ 12.03 hrs, 'Volume= 0.167 af'
outnow 0.00cfsQ 5.00 rs, Volu re= 0.000 af, Att = i 00%, Lag= 1.0 rn n
Primary 0-00 @ 5.00 hrs, Volume-- 0.000 of
Routing by r-Ind method,Tines Spew=5.00.20.00 tars,dt=0.05 his
Peak Elev= 96.32'@ 20.00 hrs Surf Area= 7,888 sf Storage=7,271 cf
Plug-Flow detention fir e=(not calculated:i °'al storage excedes outflow)
Center-of-Mass dot,times(not calculated; no outflow)
Volume Invert Avail.Storage Storage Desrgi "on
#1 95.OV 13,438 cf Custom Stage Data.(Prismatic) Listed below(Recalc)
Elevation Surf.Area Ina.Slore Cure. tore
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97.00 10,190 8,503 13,43E
Device RogM Invert Outlet Devices
#1 Primary 97.W 100 long Sharp-Crested Rectangular Weir 2 End Contraction(s)
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Runoff by SCS TR-20 method, U H=SCS
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Subcatchnant 1:E%W Condifim Runoff Arear-104,890 rf 0.00%Impennous Runoff Dq*t>O Sr
To=15.0 min CN=69 Fbxxdf--Z17 cris 0.138 of
Total Runoff Area=2.408 ac Runoff Volume=0.13$of Average Runoff Depth=0.69"
MAO%Pervious=2.408 ac 0.00% frapervious=COOD at
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Summary for Subcatchment i s Exist Condiflon
Runoff 117 ofs c@ 12_09#ors, Volume 0.138 of, Depth> 0.69"
Rune'by SCS T method, UH=SCS, rime Spar=5.0040.00 hm, dtz 0.05 hrs
Type 1124-,r Rain ll=3.20"
Area CN lion
104,890 69 50-75%Grass cower Fair HSG S
104,890 Pervious Area
Tc Lenglh Slope Velocity CapacityDescription
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0.176 98 paved paddnq&roofs (1)
2A08 TOTAL L AREA
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rime span 5-00-20-00 hrs, - -05 hrs,301 points
Runoff`by SCS TR-20 method, UH=SC S
Reach routing by -end-T sPond routing by -Ind Method
Sub catchment 1:Proposed ndition Runoff a=1o4,890 sf 7.32% mpervious Runoff Depth>1 80"
To rI0.l min C 72 7.16 0.3€+
Pond 8m (new Pond) Peak Elev--97.05' re' --11, 07 of tn8 w=7.16 ofs 0.360 of
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Total Runoff = AOS arc Runoff Vol 0.360 of Average Runoff Depth=1.80
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Summary for Subcatchment 1, Proposed Condition
Runoff = 7.16 efs @ 12.02 hrs, Volume= U60 af, Depth 1.80"
Runoff by SCS TR-20 method, ,Time Spate 5.f3t3- 4 OO lots, dt-- 0_05 his
Type 1124-hr Rainf li=4.7 "
can
7,680 98 Paved parking&roofs
62,060 61 >75%Grass cover, Good, H5G B
3510 85 Gravel roads, HSG B
104,890 72 Weighted Average
97,210 Pervious.Area
7,680 Impervious Area
Tc Length Slope Velocity Capacity Description
min' feet M fllsec" cfs
10.0 Direct Erd yf lie kwx Gravel Parking Suftce
Summary for Pond 5 (newPond)
Inflow Area- 2.408 ac, 7 32% Impervious, Inflow Depth> 1.80"
Inflow 7.16 cfs @ 12.02 hrs, Volume= 0.360 af'
Outflow 0.40 cfs 0 13.90 hrs, Volur e7-- n.096 a f, Men= %, Lac= 112.8 min
Primary - 0.40 cfs @ 13.90 hrs, Volume= 0.09E of
Routing by Star Ind.method,Time Span=5.00-20.00 tars,dt=0.05 hrs
Pear Elev=97.0V @ 13.90 hrs Surf.Area= 10,190 sf Storage= 11,507 cf
Plug--plow detention`time-276.B min calculated for O.096 of(27% of inflow)
Center-of-Mass det time= 184.E min("984.8-800.0
Volume Invert' 8u2il.2!2M a §!2ra a g!escn bon
#1 95.00,' 11,517 cf Custom Singe Data(Prismatic)Listed below R lc)
Elevation Surf-Area Inc-Stone Cum.Store
ifeot (sty-ftl f cubic-f+ee4,) ( cubic-feat)
95.00 3,053 0 0
00 4,885 3,969 3,969
97.00 10,190 7,538 11,507
Device Routing Invert Cutlet Devices
#1 Primary 97.00' doff long h Rectangular Weir 2 Enid Con ions)
1-9 Crest f eight
Primary OutFlow M'ax7-0.39 cfs @ 13.90 hrs -W=97.0.T (Free Discharge)
t-i=Sharp-Crested Rectangular Weir (Weir Controls 0-33-cfs Q 0.75 fps)
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Drainage Diagram fbr
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8.50 sIn 005737 0 2007 4�CAD Software Sokffions LLC pe e 2
Area stino (all nodes)
Area CN D3 }o
(acres) (subcatchment-rw mb rs
2A08 69 0-7 Gras cover,Fir,H (t
2.408 TOTAL AREA
PreDev_10_yr Type It 4-hr rn If .70"
Prepared by{enter your company name here} Printed 10131/200
H droCAEM S.50 sin OO5737 0200tHyclroCAD Software Solutions LLC Page 3'
Time pan .00-2 .00 hrs, t r ,301 points
Runoff by SCS TR-20 method, UH=SGS
Reach routing by Stor-1 Trans method M Fond routing by for-Indmethod
Serb hate st condition Runoff Ares►=104,890 sf 0.00 #rnpervidus Runoff Depth>1.58"'
To=15.O mitt CN=69 Riff=527 c 0.316 of
Total Runoff Area= 2.408 ac Runoff Volurne 0.318 of Average Runoff depth=1.58"
100.00%Pious=2AU ac 0.000A ImpeMous=0.000 ac
PreDee IO_yr , Type 11 4- r Rain if .70"
Prepared by{enter your company name here} Printed 10131/2008`
LjydroCACW8.50 sin OO5737 @2007t!y*oCADSoftwamSokj#omLLC Fa e 4
Summary for Subcatchment 1: Exist Condition
Runoff 5.27 efs @ 12.08 hr , Volume= 0.316 af, D pth> I M"
Runoff by SCS T , UH=SC Time$party 8. -00 hrs, dt7 0.05 hrs
Type 1124-hr Rainfall=4.70"'
Area CN Descd tion
104,890 69 50-75% Grass cover Fair HSG t
04,890 Pervious Area
Tc Len #h Slope Velmity Capacity Desaiption
rain t f sec cFs
15Qi ' Direct Entry,Existing thinly Vegetated
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Pro a ie onditi n
(new Pond)
ADrainage Diagram for v_t yr
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HyftCA1*s-sm 005737 0 2tM7 HyamM Ana SoMorks L.0
PostDev-100_yr
Prepared by(enter your company name here) Printed 1013112008
nnLmCADO 8.50 sin 005737 0 2007 ntqoCAD Software SokAons LLC; Pao 2
Area Usfing(all nodes)
,area ON Description
(acres) tchmer"umb rs)
1.426 61 >75%Grass cover,Goad,HSG S (1)'
0.807 86 Gravel roads,HSG S (1)
0.176 88 Paved parking&goofs (1)'
PostDev_100 yr 'hype If 4-hr~ Rainfafl=6.90"
Prepared by(enter your company name Printed 1Of31I2008;
tjydroCALM8.50 s/n 005737 0 2007 dr@CAD Software Solutions LLC Pa
Time span=5.00- 0.00 hrs,dt-0.05 hra, 301 points
Runoff by SOS TR 0 method,UH=SCS
Reath routing by for-Ind+T method - Pond routing by Star-Ind method
sub part 1. Proposed Condition Runoff Area--I 04,890 sf 7.321%impervious Runoff Dep1h>3.4 "`
Tc=10.#min OW72 Runoff--I 3.63 cft 0 of
Pond 6; (new Pond) Peak B 97.42' Slorage=13,438 cf Inflow--I 3.63 ofs 0.693 of
Q 9.19 efs 0.390 of
Total Runoff =2.449 ac Runoff Volurne=0.693 of Average Runoff Depth =3.45"'
$2. % Pervious=2.232 ac 7.32% kupervious=0.176 ac
PostD ev 1010 yr 'hype If --hr i f 6. "
Prepared by{enter your company name Bare) Printed 10 1/200
n 8.50 sfn OO5 '37 02007 ctoCAD Software SoMons LLC Pa,e 4
Summary for Subcallchment 1 Proposed Condition
Runoff 13.63 cfs @ 12,02 hrs, Volume af, D pth> . °
Runoff by SC5 TR-20 method, UH=SCS,Time Span=6.00-20.00 hrs, dt=0.05 hrs
Type 1124-hr Rainfall=6.9D
Area Ct*t 1 escri Lion
7,680 98 Waved parking &roofs
62,060 61 >75% Grass cover, Good, HSG B
35 '150 85Gravel roads,,HSG B'
104,890 72 Weighted Average
97,210' Pervious Area
7,680 impervious Area
Te Length Slope Velocity Capacity Description
min feet ftlft ftl'sec` -1s'`
10.0 Direct Evft, Pervious Grave!Parking Surface
Summary for P 5 (now Pond)
Inflow o Area 2.408 ac, 7. 2% impervious, Inflow Depth> 3.45"
Inflow 133.63 cfs @ 12.02 hrs, Volurne= 0,693 of
Outflow 9.19 cfs @ 12-14 hre, Volume= 0. 90 af, Atten= %, Wa =7. min
Primary - 9.19 cfs @ 12.14 hrs, Volume= 0.390 of
Routing by Star-Ind method,Time Spar¢=5. 20.00 bra, -0.05 Ctrs
Peak Bev=97.42'0 12.13;hrs Surf.Area= 10190 sf Storage= 13,438 of
Plug-Flow detention time= 139.8 miry calculated for 0.388 of(56%of inflow)`
Center-of-Mass diet time--64.5 min 850.7-786.2)
Volume Invert Avail.Stora a Storage pescri on
#1 95.00, 13,438 cf Custom Stage D (Prismatic)Usted below(R le)
Elevation Sbrf.Area Inc.Store Cum-Store
fee s ft' cubic-feet` cubio-feet
95.00 3,053 0 0
96m 6,816 4,935 4,935
97.00 10,190 8,503 13,438
Device Routin Invert Outlet Devices
#1 Primary 97.0€t' 10.r g 6 Rectangular Weir 2 End Contraction(s)
1.0'Crest Height
Primary AutFlowr Max=8.20 cfs @ 12.14 hrs HW=97.39` (Free Dlscharge)
t-4=sbarp-Crested Rectangutar Weir (Weir Controls 8.20 cfs @ 2.13 fps)
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Area Listing (all nodes)
Area CN Description
(acres) (su tchment berr.)
.2. 69 50-7 er,Fair,H C 8 t
2.408 TOTAL AREA
PreDev.l _yr "}ape It 4-hr Rainfall=6,9 7
Prepared by{enter your company name bare}' Printed 10 112008
H gC B.50 sln;OOS737 C 2007tiydroCAD Software Solutions LLC Page e 3;
Time span--5.00-20.00 hrsm c =0_05 hrs, 301 point
Runoff by S S TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pored routing by Stbr-4nd method
Subcatchtment I* Exist Condtfio n Runoff Ar ` -104, 90 sf 0. %Impervious Runoff Depth>3.15.
To=15.0 min CN--69 Runoff--I0.60 cfs 0.632 of
Total Runoff Area=2.408 ac Runoff Volume=0.633 of Average Runoff Depth=315"
100.0 ems=2.408,ac 0.00% knpervious=0.000ac
PreDerr '100 yr Type 1124-hr Raintaf=6-90"
Prepared by{enter your company name here} Printed /013112008
HydreCADO 8.50 stn'005737 0 2007 HY -g Softyme Solutions LLC Page 4
Summary ibr Subcatchment 1: Exist Condition
Runoff 10.60 @ 12.07 lairs, Volu 0.632 af, Depth> 3.15"
Runoff'by SOS TR-20 method, UH=SCS, Time Span-- .00-20.00 hrs, d 0.05'hrs
Type 1124-hr Rainfall=5.90"
Area M CN cri on
104 890 59 50-75% Gress+cover, Fair HSG B
104,590 Pervious Area
Te Length Slope Velocity Capacity Description
15.D Direct Entry, Existing thinly Vegetated
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FLOOD LIGHTING'
GE Lighting Sptotm, inc,
GUI
GENERAL DE"PTION
The Molly enclosed,, 'tier start luminalre,deshl-
nated—(i ity)snail be-a GE CRITEltION'00 FLOOD
L IGVITING lumina re, ordering number—
(WecqCFSX,CfMX or Cf tX plasordaring logic
frumcatakV)or app al,w operate one—(Wmdy ;..
250,400)vtatt high-pressure sodium or (spacl&250.
400,1000) watt metal halide mogul-baso or one
(specify 100.160)matt frig sodium or—
(*wdfy 100,175)watt metal halide medium!rase lamp fronri f
a nominal _ (specify 120,208,240.277,or 480)volt,64
hertz power source. The luminaire will include an knegral.
prewited Snapitrlve'm ballast assembly iini f optical assembly
that shall produce a (VedfywIdt4 vertical
surface,medium. narrow,spot,or narrow t) distribu-
tion. The fuminatir+e shall have UI1cUl,listing SUITABLE
FOR WET LOCATIONS. The standard housing construc-' fusing shall be available for all discrete voltages and watt.:
tion shall be;l ® The kiminake shall be equipped h ages. The rallarsat shall be compliant with I+IEIUTA,specifica-
an activated charcoal,breatheimy for clean,ventilation and tions and lamp manufacturers specifications at the time of
long term maintained foot-candies. Rollasst,, `n%opti- manufacture. The ballast shall reliably start and operate
cal, and lum nmire assembly shall all be built to GE Light the lasM in ambient temperatures down to—211 degrees f
ing Systems Vecificattorts. for metal halide and—4 degrees F for high-pressure re sG-
ilium. Pulse start metal halide ballasts shall be available
MECHANICAL CONSMUCTiON from`1604100watm Each SnapDrive'"Elecirical System
shall have a receptacle that is compatible with the GE Wag
The laurnmaire shalt inchKW a d aluminum housing nestic Tester that:will enable elecUirai testing and trouble
With a polyesw powder paint finish,Sim lens,and a cm shooting.
tinuous sificoine 9witet with_ to Insure seating. The
luminaire shall have toot-tess entry or optiotial ter L ASSMOLY
resisfant entry to prevent unauthorized envy. Boor
movol is accomplished by loosiming hi (s) for The optical assembly shalt have a precision hydroformed
quick and simple removal. All hardware shall be corrosion- atuminurn reflector that has ai chemically bonded tight-
resistant. The lumisnaire shaft haw provision for optional weight non-breakable ALGLASO finish on all surfaces for
factory installed photoelectric control, The lurninalre shall preche light control In combination with heat and Impact
be easily instal an 2I9 l (34 )diameter tennon resistant tampered flat.!eras;
via a stylish slipfftler with, an Integrally sealed wiring bat Asyntivietric reflectors shall be used for vertical and holl
that"conceals and protects the wiring. That luminalre de- zontal surface fighting applications and NEMA-type light
sign a be tested and certified to withstand 2 G 300,000 distributions for general purpose floodlighting. The Itimi-
cycle
first harmonic 3 axis(1001(cycles In each m*r axis) mire shall be supported by a dedicated web site that will
shake test follooved by,a 4 G 111.OW cycle shahs test without iri dovow4oadable IES photometric files.
am ;tor failures.
SALLM OPRATION
Ballast,ignitor,capacitor,and printed circuit board wiring
shall he installed onto a modular SnapDrivew Electrical
System that snaps In d " of the I ioalre without tools
Voltage changes, chariges,the addition of optional
dd'rm quartz switching device(400 watt only) and op-
tional EZAdd m 40D wait HPS bileval silifthing shall be
accomplished with the use of quick-change,Juumpers that
shall the lsu aced on the ballast printed circuit board.
SnapDrive71M Electrical System shall be Interchartgeable
into other luminaires to the Criterion family of the same
wattage size.The lurninaire shall contain a standard Auto
re"fater (CWA) or Lag ballast for use with metal halide;
or e sodium lamps. Optioinal factory Installed
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James Hardl 44 Products with ColorPlusr Technology—
Helping Build Better Homes
All the products you need Peace of mind you deserve
Along with the aesthetic appeal of traditional Jaynes Hardie backs its siding up with up to
laps siding,James Hardie`'offers a full product a 50-year product warrarty and the Cnlorislua
line of lap exposures,shingle,soffit and trim finish with a 15-year warranty.Ail from a single
for a low-maintenance exterior of exceptional source—the manufacturer of Arnerica's
beauty and durability. Al brand of siding.
Professionally developed colors for you The Total Installed Value you and
The ColorRus",collection features a wide range your customers are looking for
of popular colors and color combinations— Jarnes Hardie siding products with ColorPlss
each selected to match consumer preferences technology help you build a home of enduring
in your area. beauty and lasting value,From the unmatched
durability of oar fiber-cement material,to our
Coverage you can count on proprietary ColorPlus finish and application
n exclusive,fiber-cement-specific paint pracoss,we create a more vatuabte exterior
formulatlon`with a rrrulti-coat:.baked-on color every budder and homeowner can appreciate.
„ application process ensures a camistent full A beautifully designed,truly distinctive home
paint coverage one that cannot be duplicated that win sell faster and bring you rnore profit,
by a third-party pre-finisher or on-site painting. James Hardie,--building better domes.
We protect you all the way
Our proprietary paint also includes a special
coating for mar and abrasion-resistance.
white a factory-applied protective laminate
protects your frames finish and color during
snapping and installation.
Its no contest.For long-lasting beauty and value—with less maintenance—James Hardie fiber-cement siding is your smartest investment.
For more Information visit wvA larneshardle.com.
JamesHardie l-865 d-HAi DIP O-86 -442-7343g www jamcshardie.corn
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Plank, Panel and Shingle Color
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JH10-20" JH3p-T0` JH40-t0`- JH30-20* JH50.10: JH70-10`:
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Woodland Craam Autumn Tan: Monterey Taupe Healhered Moss Soft Green Bootnbay,Nue Countryfane Red
JH10-30 JH2O.20` JN40-20* JH50-20 JH60 10 JH70-20 JH90 20
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Harris Cream... Kbaki Brown Timber Bark Mountain Sage frosted Greer: 'Evening Blue Iron Gray
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CobneStone ArcnicWhite Khaki Brawn Navajo Beige MomereyJaupe-,
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