Reten-Deten Calculator (Ads) 7.8

7/27/2019 Reten-Deten Calculator (Ads) 7.8

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Version 7.8Project Name:

Enter or Select values in the Yellow fields ONLY Location (City, State):

UNITS Prepared For:

Unit of Measure TRUE FALSE Date Prepared:

SYSTEM Engineer:

Joint Type Plain End ST Contractor:

Design Storage Volume 4356 CF Regional Engineer:

2.00 FT FALSE Area Sales Representative:

Surface Application:

HEADER LATERALS

Header Diameter 60

Number of Headers 2 Group 1 60 114 2 6 16.8-ft

Perforate Headers? No Group 2 60 0 0-ft

No Group 3 60 0 0-ft

Perforate Laterals? No

STORAGE VOLUME E

COMPONENT

Width LengthStone ASV Width Length

(CF) (CF) (CF) (CF) (FT) (FT) (IN) (FT) (FT)

G 1 4 402 0 0 4 402 13 127 60 16 130

STORMWATER RE

PIPE SYSTEM

T H E M O S T A D V A N C E D N A M E I N D R A I N A G E S Y S T E M S

Average Cover Height4

LateralDiameter

(in)

LateralLength

(ft)Number of

Laterals

# of Sticks/ Lateral

Approx. Lengthof End Stick

Include Header(s) inStorage Volume?

APPROXIMATE SYSTEM

SIZETotal

SystemPipe

DiameterProductVolume

TIP!Groups indicate separatesystems but will be included in

Design Storage Volume together

TIP!1 - Header on one side ofsystem only2 - Headers on both sides

of system

TIP!Includes storage from Pipesand from Headers, ifselected above.

TIP!For systems with a header on one sideonly, the footprint is based on anaverage length of belled and gasketedt b th h d

TIP!Includes stone storagefrom Pipes and fromHeaders, if selected above.

TIP!Based on a lay lengthof 19'-8" (6-m). Checkwith localrepresentative orplant for more preciselay lengths.

TIP!Not sure what diameter pipe? Click on the"Conversions & Info" tab to view a table listing the

approximate length of pipe need to meet stroragerequirements.

Plain End ST

60

2 60

No 60

No 60

o


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G 1 4 402 0 0 4 402 13 127 60 16 130t b th h d

QUANTITIES PIPE PROPERTIES BACKFILL PROPERTIES INSTALLATION RECOMMENDATI

Pipe Information Stone Porosity

ID

OD/ Width Volume 40% 35% 30%

ID ID

12-in 5,410 12-in 14.2 0.81 0.85 0.74 0.63 12-in 4 12

(300-mm) 1,649 (300-mm) (361) (0.07) (0.08) (0.07) (0.06) (300-mm) (102) (305)15-in 3,559 15-in 17.7 1.22 1.06 0.93 0.79 15-in 4 12

(375-mm) 1,085 (375-mm) (450) (0.11) (0.10) (0.09) (0.07) (375-mm) (102) (305)

18-in 2,465 18-in 21.5 1.78 1.40 1.22 1.05 18-in 4 12

(450-mm) 751 (450-mm) (546) (0.17) (0.13) (0.11) (0.10) (450-mm) (102) (305)

24-in 1,387 24-in 28.4 3.16 1.91 1.67 1.43 24-in 4 12

(600-mm) 423 (600-mm) (721) (0.29) (0.18) (0.16) (0.13) (600-mm) (102) (305)

30-in 887 30-in 35.5 4.91 3.07 2.69 2.31 30-in 4 18

(750-mm) 270 (750-mm) (902) (0.46) (0.29) (0.25) (0.21) (750-mm) (102) (457)

36-in 616 36-in 41.4 7.07 4.20 3.68 3.15 36-in 4 18

(900-mm) 188 (900-mm) (1052) (0.66) (0.39) (0.34) (0.29) (900-mm) (102) (457)42-in 466 42-in 48.0 9.35 5.76 5.04 4.32 42-in 6 18

(1050-mm) 142 (1050-mm) (1219) (0.87) (0.53) (0.47) (0.40) (1050-mm) (152) (457)

48-in 352 48-in 54.0 12.36 6.73 5.89 5.05 48-in 6 18

(1200-mm) 107 (1200-mm) (1372) (1.15) (0.62) (0.55) (0.47) (1200-mm) (152) (457)

54-in 274 54-in 61.0 15.90 7.74 6.77 5.80 54-in 6 18

(1350-mm) 83 (1350-mm) (1549) (1.48) (0.72) (0.63) (0.54) (1350-mm) (152) (457)

60-in 226 60-in 67.3 19.31 8.49 7.42 6.36 60-in 6 18

(1500-mm) 69 (1500-mm) (1709) (1.79) (0.79) (0.69) (0.59) (1500-mm) (152) (457)

* For traffic areas

CONVERSIONS

0.1 Acre-feet equals 4356 Cubic Feet

1 Cubic- Feet equals 2.30E-005 Acre-Feet

1 Cubic- Feet equals 7.481 Gallons

1 Gallons equals 0.133672 Cubic-Feet

1 Gallons per Day equals 1.55E-006 Cubic-Feet per Second

1 Gallons per Minute equals 0.0022279 Cubic-Feet per Second

1 Cubic-Feet per Second equals 448.86 Gallons per Minute1 Cubic-Feet per Second equals 646358.4 Gallons per Day

1 Feet of Water equals 0.4335 PSI

1 Cubic Feet equals 0.037037 Cubic Yards

1 Cubic Yards equals 27 Cubic Feet

Approx Quantity ofPipe Needed for DSV

PipeDiameter

BeddingDepth

Dist. From Pipe ODto Trench Wall

ft(m)

in(mm)

cf/lf(m3/m)

cf/lf(m3/m)

cf/lf(m3/m)

cf/lf(m3/m)

in(mm)

in(mm)

Only enter values in the YELLOWfields

TIP!This table provides the total length ofpipe needed in order to store thevolume of water entered on theDesign Sheet. This will aide inestimating the number and length oflaterals.


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1. In Excel, go to the Tools menu, then Options.

2. Click on the Security tab and click on Macro Security at the bottom of the page.

Error: When trying to select values from the drop-down boxes or trying to click a bottom, nothing

happens (e.g. the drop-down list is not shown or the box/button is highlighted).Solution: Security settings in Excel may be set too high. Follow the steps below to check yoursettings.


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4 Restart Excel Click Enable Macros when prompted during restart

3. This window will Macro security levels; if not already set at Medium, change the settings to Medium

and select OK to exit all windows. If already set at Medium (or Low), the error you are encounteringwhile using the spreadsheet is not related to the security settings.


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TO PLACE ORDERS:

PH: 800-733-9987 Page 1 of 1

FAX: 800-733-1974

JOB NAME:, GROUP 1 UOTE DAT

LOCATION: 0 COUNTY: CONTRACTOR(

CUSTOME ENGINEE

SALESMA

CONTACT: BID DAT

PHO X:

SUBJECT TO THE FOLLOWING CONDITIONS:

EM QTY UNIT DESCRIPTION

PRICES QUOTES ARE BASE ON THE TOTAL PROJECT. ADS RESERVES THE RIGHT TO RE-QUOTE WHEN THE QUANTITIES CHANGE MORE THAN 10%. SPEDRAIN AND CATCH BASINS, FABRICATED FITTINGS, AND SPECIALTY FABRICATIONS WILL BE OFFERED ONLY AS AN ENGINEERED SYSTEM WITH ADESTIMATES BASE ON OUR INTERPRETATIONS OF THE PROJECT QUANTITIES. PRICES GUARANTEED FOR ACCEPTANCE WITHIN THIRTY DAYS FROM ABOVE ADS RESERVES THE RIGHT TO ADJUST PRODUCT PRICING. ORDERS RECEIVED FROM VALID QUOTES MUST BE SHIPPED WITHIN THIRTY DAYS, OR ADS RESALL RETURNS SUBJECT TO A 25% RESTOCKING FEE. FITTINGS AND SPECIAL ORDER ITEMS CANNOT BE RETURNED. PRICES QUOTED DO NOT INCLUDE STACERTIFICATION IS AVAILABLE BY REQUEST. QUANTITIES LISTED ARE ESTIMATED. THE BIDDER IS RESPONSIBLE FOR CONFIRMING QUANTITIES. PURPOSES. ADS DOES NOT IMPLY THAT THE MATERIAL WILL BE ACCEPTED ON ANY SPECIFIC PROJECT FOR JOBSITE UNLESS STATED OTHERWISE.

THIS QUOTE MUST BE ACCEPTE D AND DELIVERED WITHIN 30 DAYS OF ABOVE QUOTATION DATE OR ADS RADJUST PRICING.

QUOTATION


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APPROXIMATE SYSTEM LAYOUT - GROUP 160-in system with 2 laterals, 114-ft long

EXCAVATION LIMITS


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TO PLACE ORDERS: __________

PH: 800-733-9987 Page 1 of 1 __________

FAX: 800-733-1974 Ph: _____

Fax:_____

JOB NAME:, GROUP 2 UOTE DATE: October 8,

LOCATION:0

COUNTY: CONTRACTOR(S):CUSTOME ENGINEER:

SALESMAN: #

CONTACT: BID DATE:

PHO X:


UNIT

EM QTY. UNIT DESCRIPTION ODUCT PRICE T

1 - LF 60" IB Pipe, Non-Perf ST (Group 2) $- 2 - EACH 60" 90 Bend Manifold (Group 2) $-

3 - EACH 60" Triple Manifold (Group 2) $-

PRICES QUOTES ARE BASE ON THE TOTAL PROJECT. ADS RESERVES THE RIGHT TO RE-QUOTE WHEN THE QUANTITIES CHANGE MORE THAN 10%. SPECIFIC PRODUCTS SUCH ASDRAIN AND CATCH BASINS, FABRICATED FITTINGS, AND SPECIALTY FABRICATIONS WILL BE OFFERED ONLY AS

THIS QUOTE MUS T BE ACCEPTED AND DELIVERED WITHIN 30 DAYS OF ABOVE QUO TATION DATE OR ADS RESERVES THE RIGHADJUST PRICING.

QUOTATION


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TO PLACE ORDERS: __________

PH: 800-733-9987 Page 1 of 1 __________

FAX: 800-733-1974 Ph: _____

Fax:_____

JOB NAME:, GROUP 3 UOTE DATE: October 8,

LOCATION:0

COUNTY: CONTRACTOR(S):CUSTOME ENGINEER:

SALESMAN: #

CONTACT: BID DATE:

PHO X:


UNIT

EM QTY. UNIT DESCRIPTION ODUCT PRICE T

1 - LF 60" IB Pipe, Non-Perf ST (Group 3) $- 2 - EACH 60" 90 Bend Manifold (Group 3) $-

3 - EACH 60" Triple Manifold (Group 3) $-

PRICES QUOTES ARE BASE ON THE TOTAL PROJECT. ADS RESERVES THE RIGHT TO RE-QUOTE WHEN THE QUANTITIES CHANGE MORE THAN 10%. SPECIFIC PRODUCTS SUCH ASDRAIN AND CATCH BASINS, FABRICATED FITTINGS, AND SPECIALTY FABRICATIONS WILL BE OFFERED ONLY AS

THIS QUOTE MUS T BE ACCEPTED AND DELIVERED WITHIN 30 DAYS OF ABOVE QUO TATION DATE OR ADS RESERVES THE RIGHADJUST PRICING.

QUOTATION


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Reten-Deten Calculator (Ads) 7.8

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