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PAGE 'l OF, Ii VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM 04/01/01 - TREASURERS OFFICE THRU 04/30/01 '' 1 SALEM GREEN CUST# 043379179 SALEM, MA 01970 ENCLOSURES 0 D U P L„ I C 'A-T E IT'S SAFE - IT'S QUICK' - IT'S EASY ASK ,US ABOUT DIRECT `DEPOSIT ------------------------------ STATEMENT. SAVINGS ------------------------------- ACCOUNT NBR SV 0046022562 TAX ID NUMBER 043-37-9179 INTEREST RATE 2 . 150% YTD INTEREST $157 . 53 YTD WITHHOLDING - $ . 00 DATE DESCRIPTION AMOUNT' BALANCE 04/01 BEGINNING =BALANCE $26,273 .61 ;04/30 CREDIT-INTEREST 46 .43 '' .26 , 320 . 04 04/30 ENDING "BALANCE ;$26, 320 . 04 i I I DENOTES INTERRUPTION IN CHECK NUMBER SEQUENCE NOTICE:SEE REVERSE SIDE FOR ADDITIONAL INFORMATION Citp of 6aiem, Alam6arbutett!5 n Planning 38uarb (One balem Oreen January 11, 2001 Ms. Ann Busteed Treasurer City of Salem One Salem Green Salem, MA 01970 RE: Release of Funds,Patton Road Subdivision. Dear Ms Busteed: On January 4, 2001,the Planning Board voted unanimously (eight to none) to release funds from the passbook holdings (held between Paul DiBiase and the Planning Board of the City of Salem) for the Patton Road Subdivision in Salem, in the amount of$160,000.00. The remaining $20,000.00 shall be transferred to a statement account with the Warren Bank under the names of the City of Salem and Paul DiBiase. If you have any questions or I may be of further assistant, please feel free to contact Don Cefalo at the Salem Planning Department at 745-9595, extension 311. Sincerely, tj 6 j 610-k)z i / 11 Walter B. Power, III (� Chairman, Salem Planning Board �L Cc: Paul DiBase One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 CITY OF SALEM, MASSACHUSETTS PLANNING DEPARTMENT PATRICK REFFETT ONE SALEM GREEN City Planner 01970 (978)745-9595 Ext. 311 Fax (978)740-0404 December 27, 2000 Walter B. Power, III Salem Planning Board One Salem Green Salem, MA 01970 RE: Release of Funds- Patton Road Dear Mr. Power: Please be advised that the Patton Road subdivision has progressed in the following manner: 1. Total Percent 94.5% 2. Total Money Value StIO- 00-00— 3. We will withhold $J1LUa4 89-for completion of new sidewalk & Fire Alarm installation ZQ wo. w AS)incerel VV J Wil ed J. Beaulieu Clerk of the Works CITY OF SALEM PLANNING DEPARTMENT ONE SALEM GREEN \ ( 978 ) 745 . 9595 , EXTENSION 311 FACSIMILE TRANSMITTAL SHEET TO: FROM: Paul DiBiase Denise Sullivan COMPANY: DATE: August 18, 2000 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 745-7323 3 RE: Passbook Account ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Paul, Here is a copy of the passbook. We need the account to be a statement account and I believe when we spoke with Warren Bank, they said the Planning Board was not on the signature card. Let me know how it goes on Monday and if you need anything from me. Denise Sullivan FAX NUMBER: (978) 740-0404 EI No. 117450 NON-TRANSFERABLE IN ACCOUNT WITH I VINCENT DIBIASE, INC. AND THE CITY OF SALEM PLANNING BOARD ) RE: PATTON ROAD EXT. s IT IS AGREED THAT THIS ACCOUNT IS OPENED SUBJECT TO THE BY-LAWS AND REGULATIONS OF THE BANK, AND TO SUCH [ AMENDMENTS,ALTERATIONS,AND ADDITIONS,AS MAY HEREAFTER BE MADE. { IF THIS BOOK IS LOST OR STOLEN, IMMEDIATE NOTICE S MUST BE GIVEN TO BANK. 6 I INFORMATION The book must be presented at the Bank in all cases of deposit or withdrawal. Money may be withdrawn on any business day in the week. No person(except the owner)can withdraw money on this book,without an order signed by the owner. If a depositor cannot write, his mark to an order must be witnessed by some person known to the bank. Printed information regarding the calculation, payment and payment frequency of interest on deposit accounts as well as other policies relating to deposit accounts is available at any of our branch offices. _ THANK YOU l NO. -. 117450 •rl WARREN FIVE CENTS SAVINGS BANK B PATE WITHDRAWAL DEPOSIT INTEREST BRIANCE TELLER 06723-99 180,000.00 180,000.00 1806 01 : E k ' E i t ALWAYS VERIFY ENTRY BEFORE LEAVING WINDOW NOTIFY BANK PROMPTLY OF CHANGE OF ADDRESS THANK YOU I Citp of 6alem, 41amgarbuatw 4 R 3pCanning 99narb �r One 6alem Oreen December 7, 2001 Ms. Ann Busteed Treasurer City of Salem One Salem Green Salem, MA 01970 RE: Final Release of Funds, Patton Road Subdivision. Dear Ms Busteed: On December 6, 2001, the Planning Board voted unanimously (seven(7)to none (0)) to release the final amount of funds from the statement account with the Warren Bank under the names of the City of Salem and Paul DiBiase for the Patton Road Subdivision in Salem, in the sum of $20,000.00. This final release of funds will closeout the account. If you have any questions or I may be of further assistant, please feel free to contact Don Cefalo at the Salem Planning Department at 745-9595, extension 311. Sincerely, Walter B. Power, III Chairman, Salem Planning Board Cc: Paul DiBase One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404 December 27, 2000 Walter B. Power, III Salem Planning Board One Salem Green Salem,MA 01970 RE: Release of Funds- Patton Road Dear Mr. Power: Please be advised that the Patton Road subdivision has progressed in the following manner: 1. Total Percent 94.5% 2. Total Money Value $170,000.00 3. We will withhold $10,000.00 for completion of new sidewalk&Fire Alarm installation Sincerely, Wilfred J. Beaulieu Clerk of the Works WARREN FIVE CENTS SAVINGS BANK ll Post Office Box 9 a rre n B a n Acmu)mLi,Nz14 i Peabody, Massachusetts 01961-6159 978-531-7400-7400 24-hour banking Member FDIC/Member DIF (978)-538-3450 Q www.warrenbank.com ieroen 2032 003 0046022562 PAGE 1 OF 1 VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM 11/01/01 TREASURERS OFFICE THRU 11/30/01 1 SALEM GREEN OUST# 043379179 SALEM, MA 01970 ENCLOSURES 0 I D U P L I C A T E YOU MAY QUALIFY FOR BENEFITS UNDER THE STATE OF MASSACHUSETTS 18/65 REGULATION. PLEASE ASK A BANKING SERVICES REPSRESENTATIVE AT YOUR BRANCH OFFICE FOR DETAILS . ------------------------------ STATEMENT SAVINGS ------------------------------- ACCOUNT NBR SV 0046022562 TAX ID NUMBER 043-37-9179 INTEREST RATE 1 .4900—. YTD INTEREST $450 .25 YTD WITHHOLDING $ . 00 DATE DESCRIPTION AMOUNT BALANCE 11/01 BEGINNING BALANCE $26, 580 .21 11/30 CREDIT-INTEREST 32 . 55 26 , 612 . 76 11/30 ENDING BALANCE $26 , 612 . 76 i I, i I I DENOTES INTERRUPTION IN CHECK NUMBER SEQUENCE NOTICE: SEE REVERSE SIDE FOR ADDITIONAL INFORMATION WARREN FIVE CENTS SAVINGS BANK Post Office Box 6156 24-hour banking Peabody, Massachusetts 01961-6159 W a r re n B a n k A uvjmLw24 978-531-7400 Member FDIC!Member DIF Bankers with Answers (978)-538.3450 Q www.warrenbank.com LENDER 2032 003 0046022562 PAGE 1 OF 1 VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM 12/01/01 TREASURERS OFFICE THRU 12/31/01 1 SALEM GREEN SALEM, MA 01970 ENCLOSURES 0 n U P L I C A T E ONLINE BANKING MADE EASY, WWW.WARRENBANK.COM LOG ON,AND REGISTER TODAY ------------------------------ STATEMENT SAVINGS ------------------------------- ACCOUNT NBR SV 0046022562 YTD INTEREST $483 . 93 INTEREST RATE 1 .49016 YTD WITHHOLDING $ . 00 DATE DESCRIPTION AMOUNT BALANCE 12/01 BEGINNING BALANCE $26 , 612. 76 12/31 CREDIT-INTEREST 33 . 68. 26,-646 . 44 12/31 ENDING BALANCE $26, 646 . 44 DENOTES INTERRUPTION IN CHECK NUMBER SEQUENCE NOTICE: SEE REVERSE SIDE FOR ADDITIONAL INFORMATION WARREN FIVE CENTS SAVINGS BANK Post Office Box 6159 24-hour banking J Peabody, Massachusetts 01961-6159 WarrenBank AitdWPIGLN,Pi2 978-531-7400 Member FDIC/Member DIF Bankers withAnswers (978)•538.3450 Q www.warrenbank.com 147ii 2032 003 0046022562 PAGE 1 OF 1 VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM 07/01/01 TREASURERS OFFICE THRU 07/31/01 1 SALEM GREEN CUST# 043379179 SALEM, MA 01970 ENCLOSURES 0 D U P L I C A T E I- HOME IMPROVEMENTS? VACATIONS? COLLEGE TUITION? NEW CAR? YOU CAN HAVE THESE AND MORE WITH AN EQUI-CHECK HOME EQUITY LINE OF CREDIT. CALL 978-531-7400 OR APPLY ONLINE AT WWW.WARRENBANK.COM ----------------------- ------- STATEMENT SAVINGS ----------------------------- -- ACCOUNT NBR SV 0046022562 TAX ID NUMBER 043-37-9179 INTEREST RATE 2 . 000. YTD INTEREST $292 . 17 YTD WITHHOLDING $ . 00 DATE DESCRIPTION ' AMOUNT BALANCE 07/01 BEGINNING BALANCE $26 , 409 . 82 07/31 CREDIT-INTEREST 44 . 86 26 , 454 . 68 07/31 ENDING BALANCE $26 , 454 . 68 DENOTES INTERRUPTION IN CHECK NUMBER SEQUENCE NOTICE: SEE REVERSE SIDE FOR ADDITIONAL INFORMATION WARREN FIVE CENTS SAVINGS BANK Post Office Bex 6159 24-hour banking Peabody,Massachusetts 01961-6159 WarrenBank Auiv aL"24 978-531-7400 Member FDIC/Member DIF Bankers with Answers (978)-538.3450 Q www.warrenbank.com LENDER 2032 003 0046022562 PAGE 1 OF 1 VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM 06/01/01 TREASURERS OFFICE THRU 06/30/01 1 SALEM GREEN IOUST# 043379179 SALEM, MA 01970 ENCLOSURES 0 D U P L I C A T E HOME IMPROVEMENTS? VACATIONS? COLLEGE TUITION? . NEW CAR? YOU CAN HAVE THESE AND MORE WITH AN EQUI-CHECK HOME EQUITY LINE OF CREDIT. CALL 978-53.1-7400 OR APPLY ONLINE AT WWW.WARRENBANK.COM ----------------------------__...,.STATEMENT -SAVINGS ACCOUNT NBR SV 0046022562 TAX ID NUMBER 043-37-9179 INTEREST RATE 2 . 000s YTD INTEREST $247 .31 YTD .WITHHOLDING $ . 00 DATE DESCRIPTION AMOUNT BALANCE 06/01 BEGINNING BALANCE $26 , 366 .48 06/30 CREDIT-INTEREST 43 . 34 26 , 409 . 82 06/30 ENDING BALANCE $26 ,409 . 82 I ,\ i ' DENOTES INTERRUPTION IN CHECK NUMBER SEQUENCE NOTICE:SEE REVERSE SIDE FOR ADDITIONAL INFORMATION WARREN FIVE CENTS SAVINGS BANK 24-hour POstsaceeox6159 WarrenBank 44(vuLrTz24 Peabody, Massachusetts 01961-6159 978-531-7400 Member FDIC/Member DIF Bankers with Answers (978)-538.3450 www.warrenbank.com 2032 003 0046022562 PAGE 1 OF 1 VINCENT DIBIASE INC STATEMENT PERIOD CITY OF SALEM FROM - 03/01/01 ' TREASURERS OFFICE THRU 03/31/01 _ 1 SALEM' GREEN CUST# 043379179 - SALEM, MA01970 ENCLOSURES 0 D U' P L I' C A T $ IT'S SAFE — IT' S QUICK - IT'S EASY ASK .US ABOUT DIRECT DEPOSIT ------------------------------ STATEMENT SAVINGS ------- ACCOUNT NBR SV 0046022562 TAX ID NUMBER,, 043-37-9179 INTEREST RATE 2 . 150% YTD INTEREST $111 . 10 YTD WITHHOLDING $ .00 .DATE ;°.;DESCRIPTION AMOUNT BALANCE 03/01 BEGINNING BALANCE $26, 225. 72 03/31 CREDIT=INTEREST 47 . 89 26 ,273 .61 03/31 ENDING' BALANCE $26,273 .61 DENOTES INTERRUPTION IN CHECK NUMBER'SEQUENCE NOTICE: SEE REVERSE SIDE FOR ADDITIONAL INFORMATION CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT MEMORANDUM TO: Denise McClure FROM: Valerie Gingrich SUBJECT: Patton Road Plantings DATE: October 9, 2003 I took a look at the extension of Patton Road today. The neighbors who believe that Dibiase missed a few plantings were correct. However, the landscape plan shows only the street trees that were to be planted and the trees are not specifically hemlocks. The street trges that have been planted are deciduous trees. If the neighbors are not talking about the street trees and instead are referring to their lawns, the plan does not show these plantings. The plan approved by the Planning Board shows the planting of twenty-six (26) three and one-half(3'/z)-inch caliper trees along Patton Road. I went out there and inventoried only fifteen (15) trees. The placement of the trees that were planted differs from what was approved by the Planning Board. I have attached the planting plan with the locations of actual trees. I also have some pictures of the area if that is helpful. Valerie Gingrich From: Denise McClure Sent: Monday, September 29, 2003 4:39 PM To: Valerie Gingrich Subject: FW: DiBiase Co. Development Patton Road Tree Planting Valerie, Can you please in your travels grab the approved plan and decision for Patton Road and check out the tree situation as requested below? Please let me know what you find out. Thanks, Denise -----Original Message----- From: OKeefe Joseph Civ 66 MSG/CEKV (mailto:Joseph.OKeefe@hanscom.af.mil] Sent: Monday, September 29, 2003 4:01 PM To: 'Dmcclure@Salem.com' Subject: DiBiase Co. Development Patton Road Tree Planting Denise: Could you look at the landscape plan of the above captioned development approved by the Planning Board insofar as tree planting is concerned. Neighbors believe Paul DiBiase missed planting a few hemlocks in the tree lawn in front of their homes. R Joe O'Keefe Joseph A. O'Keefe, P.E. 66 MSG/CEKV (MaraTech) 72 Dow Street Hanscom AFB MA 01731-1910 DSN 478 Com: 781 377-4745 DSN FAX: 478 Com: 781 377-8151 1 r 3Js M1 Flaming Pnartb �'cuah. l�7nP �a1Pm �rPPtt C-, '� 13 April 6, 1999 u u7 � r 6 per. DiBiase Salem Realty Trust rn 10 Lookout Terrace s' Lynnfield, MA 01940 m RE: Decision of the Patton Road Extension Subdivision—Form C Dear Mr. DiBiase: On January 21, 1999, the Salem Planning Board opened a Public Hearing for a proposal submitted by DiBiase Realty Trust (hereafter referred to as"applicant") to allow the construction of a roadway and associated utilities to service the construction of nine (9) single family dwellings on Patton Road Extension (Assessor's Map 22, Lot 160). On April 1, 1999, the Planning Board closed the Public Hearing and by a vote of seven (7) in favor, none opposed, voted to approve the subdivision plan subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 5, entitled, "Definitve Subdivision Plan, Patton Road, Salem, Massachusetts", prepared by Parsons and Faia, Inc., 60 Lewis Street, Lynn, MA, dated August 2, 1998 and revised April 6, 1999. 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health approval stated in a letter dated January 13, 1999 shall be strictly adhered to. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City of Salem Building Inspector. Patton Road Extension April 6, 1999-2 6. Street Lighting Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric. The street lighting shall be the responsibility of the Applicant until such time as the City accepts the street. 7. Landscaping a. Deciduous trees shall be a minimum of 3 '/2 " caliper, planted 50 feet on center in planting strips. The City's Landscape Architect shall determine the appropriate type of trees to be planted and shall approve the applicant's selection of trees prior to planting. b. The applicant shall install sloped granite curbing, planting strips, and sidewalks as shown on the approved plans. The sidewalk shall be constructed on only on the north side of Patton Road and around the bulb of the cul-de-sac. The sidewalk will not be constructed for approximately 300 feet on the south side of Patton Road. c. The applicant shall construct a sidewalk on the north side of Patton Road from Surrey Road until the beginning of Patton Road Extension. The sidewalk shall be three (3) feet wide with a grass strip. No curbing shall be constructed in this area. The final design of the sidewalk shall be approved by the City Planner. d. The applicant shall guarantee the deciduous trees for a period of one year from installation. 8. Security The applicant shall file a Bond, Covenant, TriParty Agreement, or Pass Book with the Planning Board as the means to secure the completion of the roadway and associated improvements. The Board will not release the plans until such time that the Board receives the method of security. 9. Drainage A minimum of two observation wells shall be located on the property to the rear of Lots #1, 2 and 3. The observation wells shall be monitored by both the developer and the City Planner prior to construction and following construction completion. The observation wells shall be Utilized as a means to monitor the level of run-off from the site onto the adjacent properties located on Moffatt Road. Following completion of 90% of the site work, the wells shall be monitored, by the developer and the City Planner, for a period of up to two years to determine if the run-off on to the adjacent properties on Moffatt Road has worsened since construction. The abutters located on Moffatt Road shall be notified by the Planning Board to notify the Planning Department when they experience abnormal flooding conditions. If it is determined by the City Planner that the run-off on adjacent properties has worsened since the development of the Patton Road Subdivision, the applicant shall design a perimeter drain to be constructed along the perimeter of Lots 41,2,3 and 4 which will tie into the roadway drainage system. The Planning Board shall approve the design. An access easement shall be provided on the i Patton Road Extension April 6, 1999-3 approved plan for future use if necessary. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. Drilling and blasting shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. The pre-blast survey shall be extended to include the existing subsurface drain located on 4 Pickman Road, which is owned by Stephen and Cheryl Guy (Map 31, Lot 30). e. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. f The applicant shall conduct street sweeping on Patton Road, as deemed necessary by the City Planner. 11. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 12. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be borne by the applicant, his successors or assigns. 13. Violations Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. Patton Road Extension April 6, 1999-4 I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Walter B. Power, III Chairman Ctu n# ttCEm, ttssttcl�uz��## c Qle Salm 03rant April 6, 1999 DiBiase Salem Realty Trust 10 Lookout Terrace Lynnfield, MA 01940 RE: Decision of the Patton Road Extension Subdivision—Form C Dear Mr. DiBiase: On January 21, 1999, the Salem Planning Board opened a Public Hearing for a proposal submitted by DiBiase Realty Trust (hereafter referred to as "applicant") to allow the construction of a roadway and associated utilities to service the construction of nine (9) single family dwellings on Patton Road Extension (Assessor's Map 22, Lot 160). On April 1, 1999, the Planning Board closed the Public Hearing and by a vote of seven (7) in favor, none opposed, voted to approve the subdivision plan subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 5, entitled, "Definitve Subdivision Plan, Patton Road, Salem, Massachusetts", prepared by Parsons and Faia, Inc., 60 Lewis Street, Lynn, MA, dated August 2, 1998 and revised April 6, 1999. 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health approval stated in a letter dated January 13, 1999 shall be strictly adhered to. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City of Salem Building Inspector. r Patton Road Extension April 6, 1999-2 6. Street Lighting Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric. The street lighting shall be the responsibility of the Applicant until such time as the City accepts the street. 7. Landscaping a. Deciduous trees shall be a minimum of 31/2 " caliper, planted 50 feet on center in planting strips. The City's Landscape Architect shall determine the appropriate type of trees to be planted and shall approve the applicant's selection of trees prior to planting. b. The applicant shall install sloped granite curbing, planting strips, and sidewalks as shown on the approved plans. The sidewalk shall be constructed on only on the north side of Patton Road and around the bulb of the cul-de-sac. The sidewalk will not be constructed for approximately 300 feet on the south side of Patton Road. c. The applicant shall construct a sidewalk on the north side of Patton Road from Surrey Road until the beginning of Patton Road Extension. The sidewalk shall be three (3) feet wide with a grass strip. No curbing shall be constructed in this area. The final design of the sidewalk shall be approved by the City Planner. d. The applicant shall guarantee the deciduous trees for a period of one year from installation. 8. Security The applicant shall file a Bond, Covenant, TriParty Agreement, or Pass Book with the Planning Board as the means to secure the completion of the roadway and associated improvements. The Board will not release the plans until such time that the Board receives the method of security. 9. Drainage A minimum of two observation wells shall be located on the property to the rear of Lots #1, 2 and 3. The observation wells shall be monitored by both the developer and the City Planner prior to construction and following construction completion. The observation wells shall be utilized as a means to monitor the level of run-off from the site onto the adjacent properties located on Moffatt Road. Following completion of 90% of the site work, the wells shall be monitored, by the developer and the City Planner, for a period of up to two years to determine if the run-off on to the adjacent properties on Moffatt Road has worsened since construction. The abutters located on Moffatt Road shall be notified by the Planning Board to notify the Planning Department when they experience abnormal flooding conditions. If it is determined by the City Planner that the run-off on adjacent properties has worsened since the development of the Patton Road Subdivision, the applicant shall design a perimeter drain to be constructed along the perimeter of Lots#1,2,3 and 4 which will tie into the roadway drainage system. The Planning Board shall approve the design. An access easement shall be provided on the V Patton Road Extension April 6, 1999-3 approved plan for future use if necessary. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. Drilling and blasting shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. The pre-blast survey shall be extended to include the existing subsurface drain located on 4 Pickman Road, which is owned by Stephen and Cheryl Guy (Map 31, Lot 30). e. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. f The applicant shall conduct street sweeping on Patton Road, as deemed necessary by the City Planner. 11. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 12. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be borne by the applicant, his successors or assigns. 13. Violations Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. Patton Road Extension April 6, 1999-4 I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, �i-Wr- Walter B. Power, III Chairman 1)c) o9 ice.— LQT 4 PAIToQ 2D SUBDIV/Slot GORDON, BUA & READ, INC. SHEET NO. OF 3 Civil, Structural & Transportation Engineers 34 Salem Street CALCULATED BY J , i1 .(-6PrD DATE -5/10��_ READING, MASSACHUSETTS 01867 (781) 944.7110 CHECKED BY DATE SCALE LQT No, 4 . Sro.NE Rt;Tk�NiNC, WALL , .�FINA.ri✓� <5u3pivls►De .1 .PLA4, 1 . .. ...... pA�rTp..►�1. toA� ... pP ...... .. F H• rn _._ No.328V " PIeePA2.t:,.0 .Fog- . V...INCC-NT" 01.31A5E y.TQ%� _ . -Poo .780 !. LYNOFIE4--P,...MA 01940.... ....... y GORDON, BUA & READ, INC. 99109 doe LOT'I q PAT100 2©An SUM121 IS,10 '•SALEo, SHEET NO. Z Civil, Structural & Transportation Engineers oF_ 3 34 Salem Street CALCULATED BY J I� 12c7kD DATE 3 1/ READING, MASSACHUSETTS 01867 (781) 944-7110 CHECKED BY DATE SCALE 4 ufbISLE _.. SThQE.. .IMASOuRY t,._ SHALL >?iE; GO1I5,TYL+JcTEO. O� MASOO_ry 40M00500 OF ROt)CAdLY ...514APE?.. 5ToQSS LAID WITHoVT IZEUVt.Th(zTJ OF__ cou9- 104__ Bur WEu, (3otJDGP Acta FtT7ED Toc,Er> a ',To.l oRrt�t W.G-w- DEe~�ut*r� Jalurnz. Z,'_. SI+Au ..NAV ..ONE L'io1 AEIZ ;VIJIT FQR- EACW sllc FE6r OF. . WAU...Su�ffEc£ ©IJ, BorN SDES.;__raoNDSf U�1iTS SH.htL Exr D Kar TNatJ4" INro T.HE, BACKINCA K1ALL. 6,0 EL 50 3" D9:A,Of06 : ..... W4MW GRAvIE� 1 . HElrfr W/l>rr! 13AGcf�u 1 x+ 4' Z .. lo' N., 10'10 12' G 5' -....�— 6X IST W4 ...... ... ... fA� _. _jJoTE: A f�RESuW4P-n 66AI44tJ4 CAPA4.tTy OF TWO TD1.15 .PE'2 5f';. H". co ASsuM , To $tr VE2rF. E0. ,AT TIME AF. CnNST2VG1 10►.� i KANvonn ;fZuP5r�l_G �TaN� MflSoNtey v.1Fr1. _ _ SEe—Tio1,1 A-r STATtoN ',.1+ .0 _ _ r 99109 JOB LOT 4 r PA-rrgQ Kp �5gf5QI VISIoN SALem S GORDON, BUA & READ, INC. SHEET NO. I OF 3 Civil, Structural & Transportation Engineers 34 Salem Street CALCULATED By J 14 2610(0 DATE 1 OP 9 READING, MASSACHUSETTS 01867 (781) 944.7110 CHECKED BY DATE SCALE I)(c F1N ITIVf ...St)t3 tJ.IJ13tON fitAhl y_ PATTOL}l 20IEp; �Al.E+V1� MA; P2EVA2Ep MY ,....PAI'-SoNs A�,4D FA IA.� SNc.,. 60 .LErvIS...... SrREEr.. t r�xl, MA. ; r - 4o'l DATE- AUGvsr z J 548 RETA,n1lNG vVAL-� �I�olurJ vra L,rlf 4 roP of r�aL� rzevls��� , ?3YPAm T�161ASE .OF: VILIGQJT DIRLA9E SNG . T4. ELEv._ SA tiv � TQP OF..._Y�lAL4 _To 6E ._P2orEcreD 6Y.....FENc.S_. _ i.... . 1.n1 ,r cyq_4.PANC6 i. MM :.C_oMMW1,VeA4T�1 -,.0.� 11�4S5 .......... ;............, ..__ _ STATE.....-Bu ILD.wri CA,DE. . _ ....... .. Soy ... EA Or Ar Khcz OF r .�N4._WALL .... ..... ..... 4..�L. J 136RETAI1J11JCi WALE TyP. :... 46 t4 ... m 1 f 38� n L_ _� M 0 . 1+ 19 VPIXNf f',UII 11MY 9N,M11 Nb�l IIMMEI -LAND COURT SURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGESURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN. MASSACHUSETTS 01902 593-7927 P 40 dWELLIN(� .6s � � �AsE1Rrn -63,o pvt,f �FX/ \p IF PC` -- \ 00 56c:rlor► wT*W LOT I f'*Moi 90A-0 LAND COURT SURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGE SURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN, MASSACHUSETTS 01902 593-7927 K Cow70 lt&.K PR°PoJei peuo�Syoo'`5 QQ $%• CZ�Fit-mv F*gµc jU"/Jc. reg. fire 6.0 V.� I I J .i ' CFO, I. ''\��'� tJ��o�.+ Fjar(Igi f�Fk ROOF DRAIN DETAIL NOT TO SCALE atop Imo• ���►�►.� VINCENT DIBIASE, INC. L[EUTE DM VF U S vEODUnil P.O. BOX 780 LYNNFIELD, MASSACHUSETTS 01940 Tel. 978.745.1625 - DATE 6 Boa ao. Fax. 978.745-7323 ATTEnTion r TO WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints APlans ❑ Samples Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 0 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval yq For your use ❑ Approved as noted ❑ Submitcopies for distribution /...�❑,///As requested ❑ Returned for corrections ❑ Return corrected prints ➢5. For review and comment ❑ �❑` BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS O S IP.i� 7 6� rs l COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. C to >a# tem, Htt�sttrl�us��##$ 6Z� . © March 18, 1999 DiBiase Salem Realty Trust 10 Lookout Terrace Lynnfield, MA 01940 C,t� RE: Decision of the Patton Road Extension Subdivision—Form C Dear Mr. DiBiase: On January 21, 1999,the Salem Planning Board opened a Public Hearing for a proposal submitted by DiBiase Realty Trust (hereafter referred to as "applicant") to allow the construction of a roadway and associated utilities to service the construction of nine (9) single family dwellings on Patton Road Extension (Assessor's Map 22, Lot 160). On March 18, 1999, the Planning Board closed the Public Hearing and by a vote of in favor, opposed, voted to approve the subdivision plan subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 5, entitled, "Definitve Subdivision Plan, Patton Road, Salem, Massachusetts", prepared by Parsons and Faia, Inc., 60 Lewis Street, Lynn, MA, dated August 2, 1998 and revised XX. Acid 44-a OOMV, �L . 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health approval stated in a letter dated January 13, 1999 shall be strictly adhered to. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City of Salem Building Inspector. 6. Street Lighting Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric. The street lighting shall be the responsibility of the Applicant until such time as the City accepts the street. 7. Landscaping a. Deciduous trees shall be a minimum of 3 '/2 " caliper, planted 50 feet on center in planting strips. The City's Landscape Architect shall determine the appropriate type of trees to be planted and shall approve the applicant's selection of trees prior to planting. b. The applicant shall install sloped granite curbing,planting strips, and sidewalks as shown on the approved plans. The sidewalk shall be constructed on only on the north side of Patton Road. •t—Q vOv v,� ( W-to C.W cLQ _ �c . '^rt l l kSl Q1t m i kjzl*�;j -P6r <3TP 3k . ciao-k . c. The applicant shall construct a sidewalk on the north side of Patton Road from Surrey Road until the beginning of Pattop Road Extensio,,II�� 3s `r/t vq(-ih r S�Yt� Nn �lYbtK9 , Arfcwk. Wk"l Q�. '4„pY L . d. The applicant shall guarantee the deciduous trees for a period of one year from installation. 8. Security The applicant shall file a Bond, Covenant, TriParty Agreement, or Pass Book with the Planning Board as the means to secure the completion of the roadway and associated improvements. The Board will not release the plans until such time that the Board receives the method of security. 9. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. Drilling and blasting shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. �{C� . Q Q 1�n accordance da ce it htdl.Ylsi he R d. 1 cons ruction sha e ied ou m accordance with the Rules d Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. e. The applicant shall conduct street sweeping on Patton Road, as deemed necessary by the City Planner. 10. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 11. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be borne by the applicant, his successors or assigns. 12. Violations Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has,been filed or that is such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Walter B. Power, III Chairman x ; CEMENTED STONE MASONRY WALL . F<'O CLASS'A CONCRETE \S�O,°� IN-P� ECAST (OPT(OPTIONAL) h CONC.MASONRY STONE MASONRY \ _I 18' OR GRANITE,IF SPECIFIED D Fp OTEXCLUDING COPING z' SECTI CU-YD. SECTION CU.Y0. 3" - AREA PER. AREA PER •.CLROU 50.FT. LIN. FT SQ. FT LIN.FT o ELEV`N 6"MINIMUM p 4.06 0.150 00 0 °. O V `';e•'�'i 18"MAXIMUM 5.5 4.38 0.162 10.63 0,394 °•. 17 ° 0 . . .:�-:�4 .. 6,p 4.69 0.174 12.38 0.458 O ° ' o I'U:. I"BEVEL 6.3 5,00 0.165 14.16 0.524 . 0 0 O SEE NOTE b 7.0 531 0.197 16.05 0.594 Q e Z5 5.63 0.208 18.06 0.669 GRAVEL •° 7111 'o BACKFILL 2 O 8.25 0.306 24.75 0.917 786 0.292 22.40 O.8e9 - '�Q' � ? 'O BATTER 9.5 8.63 0.319 27.22 1,008u r0 , • O °O. -,�PER FOOT = �' Ip.O 1.2 2.0 12.40 0.459 29.60 LIG4 m r 0 / ° i I IDS 12.90 0.478 32.50 1.204 a .° . I OC.Y.MINIMUM 11.01 13.40 0.496 35.28 1.307 LL O 0 ° • 2 CRUSHED H.5 13.90 0.515 38.21 1.415 0 ° s.0 ' STONE 12.0 14.40 0.333 41.25 1.528 O DS 9 D 4"WEEP HOLES 12.3 14.90 0.352 44.41 1.643 �„ D DyQ 20'C.TO C. 13DI 1.5 2.5 120.00 0.741 47.68 1.766 J - �; q 13.51 1 120.63 0.764 51.07 1.891 '' BACKFILL ELEVA-TION 14.01 1 121.25 0.787 54.53 2.020 14.52r.88 0.610 58.14 2.133 e`•A„ O• O T ISA 22.50 0.833 61.88 2.292 ° GRAVE 15.5 23.13 0.856 65.72 2.434 •r ., BACKFILL ° Z f 160 23.75 0.880 69.68 2.581 r Q !; .010. 0 a o I 16.5 1.8 3.0 30.15 1.117 73.76 2.732 �-i 0 0- 17.0 30.90 1. 144 77.90 2.885 i. _ -• 0 ° v 17.5 31.63 I.IT2 82.21 3.043 O..O. , 2.4 U °' ;.•� CLASS'C� CONCRETE p l 18.5 33.15 1.228 '91.38 3. 4 ! •� : '':. .. : 0' 19.0 33.90 1:236 96.25 3.563 m 19.5 34.65 1.283 101.25 3.750 I 20.0 .40 11 I 40 f`12".1-. 0.3°H' W'.�12"+1 2 203 36.15 1.339 111.63 4.134 NOTES: !� 2 .0 36.90 1.367 117.00 4.333 1. COPING OYERHANG TO BE APPROXIMATELY 3" FOR 1 21.5 37.65 1.394 122.50 4.337WALLS 10' OR MORE IN HEIGHT AND APPROXIMATELY { 22D 38.40 1.422 128.1 4.7 S 2" FOR WALLS LESS THAN IO' IN HEIGHT; IN A f 22.5 9.1 1.4 'I CONTINUOUS'WALL OF VARYING HEIGHT THE t OVERHANG WILL BE APPROXIMATELY 2" TO 3" 23.0 39.90 1.478 139.75 S.176 FOR THE ENTIRE LENGTH. 23.5 40.455 I.SO6 145.78 5.398 24.0 141.40 1.533 151.88 5.625 2. ALL DIMENSIONS SHOWN ARE MINIMUM ' 24.5 42.13 1.361 158.13 5.836 3.PAYMENT WILL BE BASED ON THE ACCOMPANYING 23.0 142.90 1.389 164.50 .093 TABLE 25.5 1 43.63 1.617 171.0 6.333 26.0 44.40 1.644 177.63 6.379 { i 26.3 45.15 1.672 181.38 6.829 COPING TO 6E PRECAST. CONCRETE OR GRANITE OF UNIFORM DEPTH FOR ENTIRE LENGTH. DEPTH OF CONCRETE TO 8E r1 THE AVERAGE "H'WITHIN THE LIMITS SHOWN, DEPTH OF GRANITE TO BE AS SHOWN ON THE PLANS,SOON 9". FOR CHAIN LINK FENCE ON TOP Of MALL, THE COPING SHALL BE CONCRETE CAST-IN- PLACE WITH !t MiNIMWf CEPTH OF 1Y: THE LENGTH OF GALVANIZED PIPE SLEEVES FOR FENCE POSTS SHALL BE EQUAL TO THE DEPTH OF COPING. MASS.'D.P.W. - MARCH 1977 THIS CHECK IS IN PAYMENT OF THE FOLLOWING VINCENT DIBIASE, INC. 2159 P.O. BOX 780 LYNNFIELD,MA 01940 53-7163/2113 PAY �1,` DOLLARS CHECK AMOUNT I LAVE TO THE ORDER OF OH CK NO. DESCRIPTION $ y T WARREN FIVE / PEABODY,MALL'! 11•002L591" 2L13711. 381: 14901978911' ry -lept. Citp of Salem, 41a!5!5arbu!5at.5 J si (office of tf)e (fitp (fouucil (fitp fall COUNCILLORS-AT-LARGE LEONARD F. O'LEARY WARD COUNCILLORS PRESIDENT 1999 1999 JOHN J.DONAHUE DEBORAH E. BURKINSHAW PETER L. PASKOWSKI THOMAS H.FUREY CITY CLERK REGINA R. FLYNN KEVIN R. HARVEY JOAN B. LOVELY SCOTT J. MCLAUGHLIN LEONARD F O'LEARY WILLIAM A. KELLEY SARAH M. HAYES January 21, 1999 MARK E. BLAIR Mr. Walter B. Power,Chairman Salem Planning Board City of Salem Salem,MA 01970 Re: Subdivision plan,Patton Road Dear Mr.Power: As the Ward 7 Councillor, I would like to comment on the Patton Road subdivision plan, scheduled for a Planning Board meeting on January 21, 1999. The neighbors and I have concerns about this proposed project. This is a quiet, residential neighborhood. Disruptions should be kept to a minimum. Therefore, I would hope you address these neighborhood concerns. I am requesting that any blasting be kept from the early morning and later afternoon hours. The developer should also address neighborhood blasting concerns by expanding the area that legally falls within a pre-blast survey. The residents of Moffatt and Pickman Road have a concern about water drainage from the site, and any changes created by this proposal. Therefore,to address their concerns,the developer should direct the drainage from the new house downspouts to pipes located underground,to the catch basins in the street. Also,drainage problems could be reduced by not removing trees and green growth from the site. Additional plantings would also be helpful Finally,the workday of this project should only take place Monday through Friday(no legal holidays), from 8:00 a.m. to 5:00 p.m. Thank you in advance for addressing the above concerns. And thank you for addressing the concems of the residents at this evenings Planning Board Meeting. Very truly yours, MARK E. BLAIR COUNCILLOR WARD SEVEN City of Salem, Massaehuseas a "ire Department 48 Lafayette Street Robert 4N.Turner Salem,;Massachusetts o1970.3695 gire Prevention Chief Te1.978-744-1235 Bureau 978-744-6990 FaX 978-745-4646 978-745-7777 Salem Fire Prevention Regulation #3 REGULATION FOR THE BLASTING OF ROCK WITHIN THE CITY OF SALEM "nder the authority granted by the General laws of the Commonwealth of Massachusetts, the following rules are hereby established to regulate the conduct of blasting operations within the City of Salem. 1. Prior to starting blasting operations, a permit for the use and handling of Class A and Class B explosives shall be obtained from the head of the Fire Department through the Fire Prevention Bureau. 2. A permit to blast shall not be issued unless the applicant exhibits a Certificate of Competency from the Commonwealth of Massachusetts, Department of Public Safety. 3. No blasting operation shall be conducted at any time unless a person holding a Certificate of Competency is physically present to direct and supervise such blasting operation. 4. A permit for the transportation of Class A and Class B explosives, as provided by the State Fire Marshal, shall be required for each vehicle used for such transportation. 5. A permit to blast shall not be issued unless the applicant provided evidence of a valid blasting bond (Massachusetts Treasurer's Form #517) . Two methods of bonding shall be appropriate: (a) A bond, in the amount of $10,000 shall be placed on file with the Salem City Clerk. Evidence of such bonding shall be presented to the Head of the Fire Department or his designee prior to the issuance of a permit to blast. (b) A blanket bond, in the amount of $20,000, shall be placed on file with the Treasurer of the Commonwealth of Massachusetts. Such bond is necessary to blast in more than one city or town within the Commonwealth. -2- The evidence of bonding (Massachusetts Treasurer's Form €517) shall be presented prior to the issuance of a permit to blast. A copy, of the bond shall not suffice for the Form #517. 6. No person under the age of eighteen (18) of age shall have access to any explosives at any blasting site. 7. Vehicular magazines used in the transportation and storage of explosives shall at all times be under the control of a competent person. Such magazines shall be kept in good repair, and shall be provided with appropriate locking devices. Magazines shall be kept locked at all times when explosives are carried therein, and when transporting explosives, said vehicle shall be used for that purpose only. 8. Any vehicle used for the transportation of Class A or Class B explosives shall have signs on both sides and on the front and back thereof bearing the word "EXPLOSIVES" in red letters at least six (6) inches in height on a white background, or the Department of Transportation (DOT) approved placard. Such vehicles shall also have the owner's name clearly visible on each side, and in the case of a person using more than one vehicle, each vehicle shall be lettered "No. 1, No. 2, etc. Said signs shall not be exhibited when the vehicle does not contain explosives. 9. All vehicles carrying approved vehicular magazines shall be equipped with two (2) ten pound ABC extinguishers. Such extinguishers shall be mounted so as to be readily accessible from the outside of the vehicle when transporting explosives. Such extinguishers shall be maintained in proper operating condition. 10. In blasting operations, no charge shall be used in any one blast which could result in injury to persons or property. When it is necessary to blast in close proximity to a building or other structure, light face blasts only, with short lines of resistance and small chafes, shall be used. 11. PRE-BLAST SURVEY: (a) For all permits issued for blasting (rock excavation) in Salem, a pre-blast survey must be made by the contractor or by an approved firm in this kind of work and satisfactory to the contractor's insurance company. (b) The pre-blast survey will include a survey of the interior and exterior of existing buildings and stone walls adjacent to the project as specified below, before any excavation or blasting is done. -3- i (c) The survey shall include all visible structural defects such as cracks, settlement, and lines out of plumb. (d) The survey data shall be recorded in a permanent manner in approved hardbound notebooks. The survey data shall include polaroid photographs showing the building constructions surveyed referenced to the notebook pages. Also a tape recording of all data pertinent to the survey shall me made. The scope and format of the record survey data shall be satisfactory to the City Engineer. Before commencing any blasting or ledge excavation, copies of the survey must be on file at the offices of the Salem City Engineer and the Salem City Clerk, City Hall, Salem, Massachusetts. (e) The adjacent area requiring the pre-blasting survey is specified as all buildings and stone walls within a radius of two hundred fifty (250) feet from said blast. ( f) Provided, however, that no pre-blasting survey shall be required if blasting is within the following limits: The total charge weight per blast does not exceed five (5) pounds, and the maximum weight per delay does not exceed two (2) pounds per delay. (g) Any blasting pursuant to this section must be done under the supervision of the Fire Prevention Bureau or its designee. The cost of such supervision shall be borne by the owner of the land so blasted. 12. Any person, firm or corporation who performs blasting operations shall maintain a log setting forth the time of each blast, and the total weight of explosives used in the blast. Said record shall be available to the State Fire Marshal, the Head of the Fire Department, or his designee. 13. Before the firing of a blast at any location where the firing of such blast is liable to cause injury tom persons or property, the material to be blasted shall be properly covered by earth, sand, fill, or blasting mats to safeguard against such injury. 14. No person shall fire a blast in any blasting operation between the hours of sunset and sunrise unless otherwise authorized by the State Fire Marshal or the Head of the Fire Department or his designee. In any case, the authority of the State Fire Marshal shall prevail. 15. Adequate warning shall be given to all personnel in proximity '� to the blast site at least three (3) minutes in advance of -4- each blast. Such warning shall be loud enough to be heard for at least one thousand (1,000) feet in any direction. 16. Notification shall be made to the Fire Department of each blast, at least fifteen (15) minutes prior to such blast, stating the location of such blast, the name of the competent person supervising the blast, and the intended time of detonation. Such call shall be made to the Fire Alarm Office by telephoning (508) 744-1235. Calls received relative to blasting information shall be logged in the journal by the Fire Alarm Operator on duty. 17. The loss or theft of any Class A, Class B or Class C explosives shall be immediately reported to both the Head of the Fire Department and the State Fire Marshal, and confirmed in writing. THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS GENERAL LAWS, CHAPTER 148 WILLIAM FRANCIS GALVIN, SECRETARY OF THE COMMONWEALTH CHAP. 148 - continued 148:15. Violation of regulations for transportation of explosives or inflammable materials. Section 15. Whoever knowingly violates or knowingly causes or permits the violation of any regulation adopted and prescribed for the transportation of gunpowder and other explosives or explosive or inflammable fluids or compounds shall be punished by a fine of not more than one thousand dollars or by imprisonment for not more than one year, or both. 148:16. Violation of statutes and regulations relative to fireworks, explosives and inflammable materials and licenses relating thereto. Section 16. Whoever keeps, stores, uses, manufactures, sells, handles or otherwise disposes of any of the articles mentioned in section nine, in violation of section twelve or thirteen or of any regulation, ordinance or by-law made under section nine, or whoever violates any regulation made under section thirteen, or whoever, not being exempt from the provisions of section thirteen relating to the filing of a certificate of registration, fails to file said certificate and to pay such fee as may be established under section thirteen, shall, except as provided in sections fifteen and thirty-five and in section one hundred and two A of chapter two hundred and sixty-six, be punished by a fine of not more than one hundred dollars or by imprisonment for not more than one month, or both. 148:17. Restraint of erection or use of buildings in violation of statute or regulations. Section 17. The supreme judicial or superior court may restrain the erection, occupation or use of a building in violation of section thirteen or of any regulation made thereunder. 148:18. Repealed, 1934, 182, Sec. 2. 148:19. Bonds for blasting permits; filing fee. Section 19. Before the issue of a permit to use an explosive in the blasting of rock or any other substance as prescribed by the department, the applicant for the permit shall file with the clerk of the city or town where the blasting is to be done a bond running to the city or town, with sureties approved by the treasurer thereof, for such penal sum, not exceeding ten thousand dollars, as the marshal or the officer granting the permit shall determine to be necessary in orderto cover the risk of damage that might ensue from the blasting or its keeping therefor; provided, that the marshal or the officer granting the 19 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS GENERAL LAWS, CHAPTER 148 WILLIAM FRANCIS GALVIN, SECRETARY OF THE COMMONWEALTH CHAP. 148 - continued permit may determine that a single and blanket bond in a penal sum not exceeding fifteen thousand dollars is sufficient to cover the risk of damage from all blasting operations of the applicant, either under the permit so issued or under future permits to use explosives in blasting operations. The bond shall be conditioned upon the payment of any loss, damage or injury resulting to persons or property by reason of such blasting or keeping. Such applicant shall pay to said clerk at the time of filing of the said bond the fee provided by clause (15) of section thirty-four of chapter two hundred and sixty-two. ?0 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS GENERAL LAWS, CHAPTER 148 t WILLIAM FRANCIS GALVIN, SECRETARY OF THE COMMONWEALTH CHAP. 148 - continued 148:20. Actions on bonds; employee of permittee; pro rata payment of claims. Section 20. Action on a bond filed under the preceding section may be brought by any person to whom loss, damage or injury has resulted by reason of such blasting or keeping, and shall be brought in the name of, and for the use and at the cost and expense of, such person; but in no event shall action be brought on the bond for personal injury of an employee of the person receiving the permit. If claims on any bond are established to an amount greater than the penal sum thereof, such claims shall be paid pro rata to the amount of the penal sum, and executions shall issue accordingly. 148:20A. Bond for blasting operations in more than one place. Section 20A. If the applicant for a permit to use an explosive in the blasting of rock or any other substance desires to conduct blasting operations in more than one city or town in the commonwealth he may, instead of filing a bond with the clerk of each city or town in which such operations are to be conducted, file a bond with the state treasurer in the penal sum of twenty thousand dollars, running to the commonwealth, with sureties approved by the state treasurer, and for such additional penal sum as the marshal shall determine to be necessary to cover the losses, damages or injuries that might ensue to persons or property by reason thereof. The provisions of sections nineteen and twenty shall apply to said bond and actions thereon so far as applicable. 148:20B. Certificate of competency to conduct blasting operations; application; fee; examination; issuance; duration; expiration; renewal; duplicate. Section 2013. No person shall conduct blasting operations unless he holds a certificate of competency issued by the department. Any person desiring to obtain a certificate of competency to conduct blasting operations shall make application to the department. A fee, the amount of which shall be determined annually by the commissioner of administration under the provision of ssction three B of chapter seven for the filing thereof, shall accompany each application, half of which shall be for the examination and half of which shall be for the certificate if issued. The application shall be in such form and contain such information as the state fire marshal may require. Within three months after the date of receipt of his application, the applicant shall be examined as to his experience and ability to conduct blasting operations, and if found by the examiner to be qualified, he shall forthwith be issued a certificate of competency. Said certificate shall be valid throughout the commonwealth until the date of birth of the licensee occurring more than twelve months but not more than twenty-four months after the effective date of such license and may be renewed after its expiration without examination upon the payment of a fee, as determined pursuant to the aforementioned chapter seven. If any such license or the renewal thereof expires in an even year, any 21 THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS GENERAL LAWS, CHAPTER 148 WILLIAM FRANCIS GALVIN, SECRETARY OF THE COMMONWEALTH CHAP. 148 - continued subsequent renewal shall expire on the next anniversary of the licensee's date of birth occurring in an even year. If any such license or renewal thereof expires in an odd year, any subsequent renewal shall expire on the next anniversary of the licensee's date of birth occurring in an odd year. A license issued to a person bom on February twenty-ninth shall, for the purposes of this section, expire on March first. Licenses not renewed at the • expiration date shall become void, and shall after one year be reinstated only by reexamination of the licensee. A notice of the date of expiration of a license shall, at least thirty days prior to such date, be sent to the licensee. If th applicant fails to qualify, five dollars of the fee paid with his application shall be refunded to him. A holder of a certificate of competency to conduct blasting operations whose certificate is lost, misplaced or stolen may obtain a duplicate certificate from the state fire marshal upon the payment of a fee as determined under the aforementioned provision. 148:20C. Liability for damages caused by blasting. Section 20C. Any person engaged in a blasting operation shall be liable for direct damages to the person or property of another without proof of negligence. 148:21. Enforcement of laws and regulations relative to blasting. . Section 21. The superior court shall have jurisdiction in equity, upon the petition of the commonwealth or of a city or town, to enforce the laws of the commonwealth and the regulations of the board relative to the blasting of rock, stone or other substance with any explosive. 148:22. Injuries from explosives kept or transported contrary to statutes or regulations. Section 22. Whoever suffers injury by the explosion of an explosive which is being kept or transported contrary to the provisions of this chapter or of the regulations of the board may recover damages therefor in tort against the persons who so violate said provisions or regulations. 148:23. Keeping and use of inflammable fluids; permit; fee. Section 23. Except as otherwise provided by rules and regulations of the board of fire prevention regulations, no volatile inflammable fluid except an amount not exceeding one quart contained in an approved safety can and no non-volatile inflammable fluid except an amount not exceeding ten gallons for domestic use shall be kept, used or stored in any part of any building used for habitation, and no volatile inflammable fluid in quantity exceeding one gallon contained in an approved safety can, and no non-volatile 22 l THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS GENERAL LAWS, CHAPTER 148 WILLIAM FRANCIS GALVIN, SECRETARY OF THE COMMONWEALTH CHAP. 148 - continued inflammable fluid in quantity exceeding thirty gallons, shall be kept, used or stored, except in the tank of an automobile, motor boat or stationary engine, within fifty feet of any building used for habitation, unless a permit has first been obtained therefor from the head of the fire department under such terms and conditions as he may prescribe. A fee of not more than fifty cents may be charged for any permit granted under the authority of this section. 23 4 h LAND COURT SURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGESURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN. MASSACHUSETTS 01902 n 593-7927 5EYlftF. fw4klL CITI 6F SME+w z5xe Y+t4jb4% �?x� R�� rem PA�rro,� /Zo,� E'x7aEuri.� Suao�v�a�.,� Genet o� ��. 16, �algq I 'ri 13e As"sJtb 14T PI A-p-mija CAIW R4s►fj sWo%r 07% 49-4 '1^►N - hla-r 3 Z WILL j6moa¢ T FL4vr141, 8%4w t v P&O sik%uwl 51iV I71k'�' f?ei . 1 Te Br ,vis c.,sto Mr rAleci w+t s- , s SaE P /F �►ki �� �t� �..w. q►.+�x�w,el t�Fpr. S'1�•• �o By 010ox , -Ti, $E pfbJlocr A..+o oirwsrcw hT emCe rot? - T-T&% 7 Sir-F AyI1Fc.4ft 5fliw'f A-vvi,1w ht �'rLa«t I . A0,01-, T k K S+IWT A-f Kms►"Keiv 2, b.willE pa.*JvJm g„+e7 Cocom Tiffs Ti Sir 3 • /� / �,,L C.Id E.t Gall So q*T we CMJ mA,w+7*...j A 10 RwT C4r'P/"P%,J gE7t�► 1 Avp Sao . LANDCOURTSURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGESURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN, MASSACHUSETTS 01902 QOM 593-7927 _DNF S*t4!." 6�X&-14 gtkW, 41AS h-CI4Ufa oI9?o gk : �X!ST�l� 8 " SEwex ✓1/10 FP4iT QoA SA ten, f0A sj*c'qUsF"1i3' N�m8E1t a�- C-�C�sn.►+ DWEIt.��►4 Tim ��►Ta 57S'!La'� go abs u 3 8&k ains = Z?o R3cv"%#"j use Pte` o&7 Z07C gti �! � 4icww-01047 19 goo OA7 pMf°19� �°"f'S SvBd�Jls�u� OF PAM,4 nu/Vw 3C 8!- Yc !!o T&m. p%f-r Dvet non- Uri c 3 3, 6 co c-?-• P•b 6-)ellnucr lclr4cl� _ 9 r, ouo 1,7 . r. P. 6LVEU-4aq 1 �N 1 PLITOSC6 N oAw loco is-►,i( 1 E" DRAINAGE ANALYSIS SUMMARY #7321 Patton Road Extension, Salem, MA 10 YEAR STORM EVENT 24 Hour Rainfall=4.5 in Discharge Point Pre-development Post-development Peak Flow Peak Flow Leaving Property - 3.9 Total from Patton Road Ext. - 3.5 Culvert- in 53.0 56.2 Culvert— out 30" 4.1 4.3 Culvert— out 42" - 10.1 Culvert—out 54" - 19.7 Salt Marsh 30" 16.3 16.3 Salt Marsh 42" - 22.4 Salt Marsh 54" - 32.1 100 YEAR STORM EVENT 24 Hour Rainfall=6.5 in Discharge Point Pre-development Post-development Peak Flow Peak Flow Leaving Property - 6.7 Total from Patton Road Ext. - 6.1 Culvert- in 63.3 63.2 Culvert—out 30" 4.1 4.1 Culvert— out 42" - 10.6 Culvert—out 54" - 19.7 Salt Marsh 30" 25.0 25.0 Salt Marsh 42" - 31.2 Salt Marsh 54" - 40.9 r: p RICHARD F. DOHERTY CIVIL ANo. 314.,,33pA(� ON i Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 131 j log W 132 j 132 > ID6 f 133 E 133 v iia j 131] j las E 13s E i3s 11 36 E 135 Iba T 137 < 13] OSUBCPTCHMENT F—] REBCH POND LINK }+ p RICHARD F. DOHERTY e83 CIVIL No.31433 - '°�7tlNAt�6 I Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 105 PEAK= 9 . 9 CFS @ 12 . 01 HRS, VOLUME= . 66 AF ACRES CN SCS TR-20 METHOD 1 . 10 98 IMPERVIOUS TYPE III 24-HOUR . 76 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 2 . 89 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 75 72 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 2 n= . 025 L=150 ' P2=3 . 1 in s= . 26 ' /' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .4 Paved Kv=20 .3282 L=150 ' s= . 1 ' / ' V=6 .43 fps CIRCULAR CHANNEL Segment ID: 2 . 2 12" Diameter a= . 79 sq-ft Pw=3 . 1 ' r= . 25 ' s= . 015 ' / ' n= . 013 V=5 . 56 fps L=750' Capacity=4 .4 cfs Total Length= 1050 ft Total Tc= 3 . 8 SUBCATCHMENT 131 DRAINS TO CB-131 PEAK= 4 . 5 CFS @ 12 . 05 HRS, VOLUME= . 34 AF ACRES CN SCS TR-20 METHOD .48 98 IMPERVIOUS TYPE III 24-HOUR . 17 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 2 .43 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 3 . 08 67 . Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=150 ' P2=3 . 1 in s= . 1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 0 Paved Kv=20 . 3282 L=600 ' s= . 015 ' / ' V=2 .49 fps Total Length= 750 ft Total Tc= 5 . 7 Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 132 DRAINS TO CB-132 PEAK= 1 .4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF ACRES CN SCS TR-20 METHOD . 21 98 IMPERVIOUS TYPE III 24-HOUR .44 61 LAWN - B SOIL RAINFALL= 4 . 5 IN . 65 73 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 8 n= . 025 L=250 ' P2=3 . 1 in s= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7 Paved Kv=20 .3282 L=150 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 400 ft Total Tc= 3 . 5 SUBCATCHMENT 133 DRAINS TO CB-133 PEAK= 2 .4 CFS @ 12 . 01 HRS, VOLUME= . 16 AF ACRES CN SCS TR-20 METHOD . 33 98 IMPERVIOUS TYPE III 24-HOUR . 86 61 LAWN - B SOIL RAINFALL= 4 . 5 IN 1 . 19 71 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=200 ' P2=3 . 1 in s= . 18 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 7 Paved Kv=20 . 3282 L=350 ' s= . 03 ' / ' V=3 .52 fps Total Length= 550 ft Total Tc= 3 .4 SUBCATCHMENT 134 DRAINS TO CB-134 PEAK= 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR 1 . 08 61 LAWN - B SOIL RAINFALL= 4 . 5 IN 1 . 22 65 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 2 n= . 025 L=100 ' P2=3 . 1 in s= . 1 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 2 Paved Kv=20 . 3282 L=400 ' s= . 08 ' / ' V=5 . 75 fps Total Length= 500 ft Total Tc= � . z' Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4.Q0 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 135 DRAINS TO CB-135 PEAK= . 9 CFS @ 12 .00 HRS, VOLUME= . 06 AF ACRES CN SCS TR-20 METHOD . 13 98 IMPERVIOUS TYPE III 24-HOUR . 27 61 LAWN - B SOIL RAINFALL= 4 . 5 IN .40 73 SPAN= 10-20 HRS, dt= . l HRS Method _ Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=150 ' P2=3 . 1 in s= . 11 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Paved Kv=20 . 3282 L=200 ' s= . 08 ' / ' V=5 . 75 fps Total Length= 350 ft Total Tc= 2 . 3 SUBCATCHMENT 136 DRAINS TO CB-136 PEAK= 3 . 2 CFS @ 12 . 04 HRS, VOLUME= . 24 AF ACRES CN SCS TR-20 METHOD . 31 98 IMPERVIOUS TYPE III 24-HOUR .35 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 18 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS 1 . 84 70 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 8 n= . 025 L=250 ' P2=3 . 1 in s= . 24 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 7 Paved Kv=20 . 3282 L=450 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 700 ft Total Tc= 5 . 5 SUBCATCHMENT 137 DRAINS TO CB-137 PEAK= 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF ACRES CN SCS TR-20 METHOD . 18 98 IMPERVIOUS TYPE III 24-HOUR . 12 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 30 88 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 7 Paved Kv=20 . 3282 L=450 ' s= . 01 ' / ' V=2 . 03 fps Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 104 Qin = 22 . 5 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF Qout= 22 . 3 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF, ATTEN= 1%, LAG= - . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 24" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 89 FT . 2 . 2 1 . 1 n= . 013 PEAK VELOCITY= 16 . 0 FPS .4 .4 4 .4 LENGTH= 100 FT TRAVEL TIME = . 1 MIN . 6 . 8 9 . 9 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 .4 2 .3 42 .4 1 . 6 2 . 7 49 .4 1 . 8 3 . 0 53 . 9 1 . 9 3 . 1 54 .4 1 . 9 3 . 1 53 . 9 2 . 0 3 . 1 50 . 6 REACH 105 Qin = 10 . 1 CFS @ 12 . 04 HRS, VOLUME= . 78 AF Qout= 8 . 9 CFS @ 12 . 06 HRS, VOLUME= . 78 AF, ATTEN= 12%, LAG= 1 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 12 .4 FPS . 2 . 1 . 8 LENGTH= 110 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 7 SLOPE= . 06 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 7 . 3 . 8 . 7 8 . 5 . 9 . 7 9 . 3 . 9 . 8 9 .4 1 . 0 . 8 9 . 3 1 . 0 . 8 8 . 7 REACH 106 Qin = 7 . 8 CFS @ 12 . 04 HRS, VOLUME . 60 AF Qout= 7 .4 CFS @ 12 . 06 HRS, VOLUME= . 60 AF, ATTEN= 5%, LAG= 1 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 75 FT . l 0 . 0 . 2 n= . 013 PEAK VELOCITY= 11 . 5 FPS . 2 . 1 . 7 LENGTH= 230 FT TRAVEL TIME = . 3 MIN . 3 . 2 1 . 6 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . l _HRS . 7 . 6 6 . 7 . 8 . 7 7 . 8 . 9 . 7 8 . 5 . 9 . 8 8 . 6 1 . 0 . 8 8 . 5 1 . 0 . 8 8 . 0 Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 107 Qin = 4 . 5 CFS @ 12 . 05 HRS, VOLUME= . 34 AF Qout= 4 . 3 CFS @ 12 . 08 HRS, VOLUME= . 34 AF, ATTEN= 30, LAG= 1 . 9 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 66 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 7 . 9 FPS . 2 . 1 . 5 LENGTH= 250 FT TRAVEL TIME = . 5 MIN . 3 . 2 1 . 1 SLOPE= . 025 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 4 . 7 . 8 . 7 5 . 5 . 9 . 7 6 . 0 . 9 . 8 6 . 1 1 . 0 . 8 6 . 0 1 . 0 . 8 5 . 6 REACH 132 CB-132 Qin = 1 .4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF Qout= 1 .4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF, ATTEN= 1°s, LAG= . l MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 35 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 7 FPS . 2 . 1 .4 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 4 . 2 . 8 . 7 4 . 9 . 9 . 7 5 . 4 . 9 . 8 5 .4 1 . 0 . 8 5 .4 1 . 0 . 8 5 . 0 REACH 133 CB-133 Qin = 2 .4 CFS @ 12 . 01 HRS, VOLUME= . 16 AF Qout= 2 .4 CFS @ 12 . 01 HRS, VOLUME= . 16 AF, ATTEN= 1°1, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .47 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 5 FPS . 2 . 1 .4 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 4 . 2 . 8 . 7 4 . 9 . 9 . 7 5 .4 . 9 . 8 5 .4 1 . 0 . 8 5 . 4 1 . 0 . 8 5 . 0 Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 134 CB-134 Qin = 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF Qout= 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF, ATTEN= 10, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 29 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 8 FPS . 2 . 1 . 9 LENGTH= 30 FT TRAVEL TIME _ . 1 MIN . 3 .2 2 . 0 SLOPE= . 08 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 8 .4 . 8 . 7 9 . 9 . 9 . 7 10 . 7 . 9 . 8 10 . 8 1 . 0 . 8 10 . 7 1 . 0 . 8 10 . 1 REACH 135 CB-135 Qin = . 9 CFS @12 . 00 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 12 . 00 HRS, VOLUME= . 06 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 34 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 9 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 136 CB-136 Qin = 4 . 2 CFS @ 12 . 03 HRS, VOLUME= . 31 AF Qout= 3 . 6 CFS @ 12 . 06 HRS, VOLUME= . 31 AF, ATTEN= 14%, LAG= 1 . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 2 . 1 . 3 LENGTH= 50 FT TRAVEL TIME = . 2 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 137 CB-137 Qin = 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF Qout= 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF, ATTEN= 2%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 37 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 1 FPS . 2 . 1 . 3 LENGTH= 40 FT TRAVEL TIME _ .2 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.lb TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING lea OIzi � izl y I2U 22 122 OSUBCRTCHMENT REACH Z�IPDND LINK Data for DiBiase - 10 Year Pre-Development - Sub.lb TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 ( ) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 110 DRAINS TO CULVERT 110 PEAK= 32 . 7 CFS @ 12 . 12 HRS, VOLUME= 2 . 69 AF ACRES CN SCS TR-20 METHOD 2 . 26 98 IMPERVIOUS TYPE III 24-HOUR 9 . 30 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 8 . 59 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS 20 . 15 71 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 7 n= . 025 L=200 ' P2=3 . 1 in s= . 06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 2 Paved Kv=20 . 3282 L=450 ' s= . 027 ' / ' V=3 . 34 fps CIRCULAR CHANNEL Segment ID: 1 .4 12" Diameter a= . 79 sq-ft Pw=3 . 1 ' r= . 25 ' s= . 04 ' / ' n= . 013 V=9 . 07 fps L=750 ' Capacity=7 . 1 cfs SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 . 1 Short Grass Pasture Kv=7 L=150 ' s= . 005 ' / ' V= .49 fps Total Length= 1550 ft Total Tc= 11 . 4 SUBCATCHMENT 121 DRAINS TO CB-121 PEAK= .4 CFS @ 11 . 99 HRS, VOLUME= . 03 AF ACRES CN SCS TR-20 METHOD . 07 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 12 88 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Paved Kv=20 . 3282 L=250 ' s= . 01 ' / ' V=2 . 03 fps SUBCATCHMENT 122 DRAINS TO CB-122 PEAK= 8 .4 CFS @ 12 . 04 HRS, VOLUME= . 62 AF ACRES CN SCS TR-20 METHOD . 65 98 IMPERVIOUS TYPE III 24-HOUR 2 . 78 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 3 . 43 79 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 8 n= . 025 L=250 ' P2=3 . 1 in s= . 08 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: Paved Kv=20 . 3282 L=900 ' s= . 05 ' / ' V=4 . 55 fps Total Length= 1150 ft Total Tc= 6 . 1 Data for DiBiase - 10 Year Pre-Development - Sub.lb TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydrOCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 110 Qin = 32 . 7 CFS @ 12 . 12 HRS, VOLUME= 2 . 69 AF Qout= 3 . 2 CFS @ 11 . 80 HRS, VOLUME 2 . 32 AF, ATTEN= 900, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS .2 . 1 . 3 LENGTH= 60 FT TRAVEL TIME _ .2 MIN . 3 . 2 . 6 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 2 . 7 . 8 . 7 3 . 1 . 9 .7 3 .4 . 9 . 8 3 .4 1 . 0 . 8 3 .4 1 . 0 . 8 3 . 2 REACH 120 Not described Qin = 4 .0 CFS @ 12 . 00 HRS, VOLUME= . 65 AF Qout= 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 65 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . 1 HRS REACH 121 CB-121 Qin = .4 CFS @ 11 . 99 HRS, VOLUME= . 03 AF Qout= .4 CFS @ 12 . 00 HRS, VOLUME= . 03 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 23 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 1 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.lb TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 122 cb-122 Qin = 8 .4 CFS @ 12 . 04 HRS, VOLUME . 62 AF Qout= 3 . 6 CFS @ 12 . 00 HRS, VOLUME= . 62 AF, ATTEN= 580, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 .2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 140 Not described Qin = 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF Qout= 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF, ATTEN= Oo, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . 1 HRS Data for DiBiase - 10 Year Pre-Development - Sub. lb TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 104 Flow from Bradley Road Qout= 22 . 3 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 104 from DiBiase - 10 Year Pre-Development - Sub.la Data for DiBiase - 10 Year Pre-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 145 144 W W 146 144 141 146 j lI©2 Iai -may Ie© 19l I93 143 142 til 145 f 3 f 2 OSUBCATCHMENT REACHPOND LINK Data for DiBiase - 10 Year Pre-Development - Sub.1c TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 141 DRAINS TO CB-141 PEAK= 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 21 AF ACRES CN SCS TR-20 METHOD . 13 98 IMPERVIOUS TYPE III 24-HOUR 1 . 14 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 27 76 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 2 n= . 025 L=200 ' P2=3 . 1 in s= . l ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 400 ft Total Tc= 7 . 0 SUBCATCHMENT 142 DRAINS TO CB-142 PEAK= 1 . 6 CFS @ 12 . 04 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD . 27 98 IMPERVIOUS TYPE III 24-HOUR . 24 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 51 87 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 6 . 5 Paved Kv=20 .3282 L=750 ' s= . 009 1 / ' V=1 . 93 fps SUBCATCHMENT 143 DRAINS TO CB-143 PEAK= 15 . 0 CFS @ 12 . 10 HRS, VOLUME= 1 . 16 AF ACRES CN SCS TR-20 METHOD 1 . 16 98 IMPERVIOUS TYPE III 24-HOUR 1 . 73 80 LAWN - D SOIL RAINFALL= 4 . 5 IN 2 . 09 74 LAWN - C SOIL SPAN= 10-20 HRS, dt= . 1 HRS 2 . 37 61 LAWN - B SOIL 7 . 35 75 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 5 n= . 025 L=250 ' P2=3 . 1 in s= . 11 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 3 Short Grass Pasture Kv=7 L=350 ' s= . 13 ' / , V=2 . 52 fps SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 9 Paved Kv=20 . 3282 L=450 ' s= . 009 ' / ' V=1 . 93 fps Total Length= 1050 ft Total Tc= 8 . 7 Data for DiBiase - 10 Year Pre-Development - Sub.ic TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 144 DRAINS TO CB-144 PEAK= 1 . 9 CFS @ 12 . 05 HRS, VOLUME= . 15 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR . 69 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 83 78 SPAN= 10-20 HRS, dt= . l HRS Method Comm nt Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 300 ft Total Tc= 6 . 4 SUBCATCHMENT 145 DRAINS TO CB-145 PEAK= 1 . 0 CFS @ 12 . 05 HRS, VOLUME= . 08 AF ACRES CN SCS TR-20 METHOD . 09 98 IMPERVIOUS TYPE III 24-HOUR . 33 74 LAWN - C SOIL RAINFALL= 4 . 5 IN •42 79 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 300 ft Total Tc= 6 . 4 SUBCATCHMENT 146 DRAINS TO CB-146 PEAK= 1 . 7 CFS @ 12 . 09 HRS, VOLUME= . 13 AF ACRES CN SCS TR-20 METHOD . 08 98 IMPERVIOUS TYPE III 24-HOUR . 70 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 78 76 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 7 . 1 Short Grass Pasture Kv=7 L=300 ' s= . 01 ' / ' V= . 7 fps Total Length= 400 ft Total Tc= 8 . 7 Data for DiBiase - 10 Year Pre-Development - Sub.1c TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 147 DRAINS TO DRAINS TO CB-147 PEAK= 2 .2 CFS @ 12 . 10 HRS, VOLUME= . 17 AF ACRES CN SCS TR-20 METHOD . 17 98 IMPERVIOUS TYPE III 24-HOUR . 81 74 LAWN - C SOIL RAINFALL= 4 .5 IN • 98 78 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment T (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 8 . 3 Short Grass Pasture Kv=7 L=350 ' s= . 01 ' / ' V= . 7 fps Total Length= 450 ft Total Tc= 9 . 9 Data for DiBiase - 10 Year Pre-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Skstems REACH 100 Qin = 40 . 2 CFS @ 12 . 10 HRS, VOLUME= 6 . 71 AF Qout= 40 . 1 CFS @ 12 . 11 HRS, VOLUME= .6 . 71 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 82 FT . 3 .3 1 . 0 n= . 013 PEAK VELOCITY= 10 . 5 FPS . 5 . 7 4 . 0 LENGTH= 40 FT TRAVEL TIME _ . 1 MIN . 8 1 . 2 9 . 0 SLOPE= . 0125 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 38 .4 2 . 0 4 . 2 44 . 8 2 . 3 4 . 7 48 . 9 2 .4 4 . 8 49 . 3 2 .4 4 . 9 48 . 9 2 . 5 4 . 9 45 . 9 REACH 101 Qin = 34 .4 CFS @ 12 . 07 HRS, VOLUME= 5 . 24 AF Qout= 34 . 0 CFS @ 12 . 11 HRS, VOLUME= 5 . 22 AF, ATTEN= lo, LAG= 2 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 36" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 35 FT . 3 .4 . 8 n= . 013 PEAK VELOCITY= 5 . 9 FPS . 6 1 . 0 3 .2 LENGTH= 350 FT TRAVEL TIME = 1 . 0 MIN . 9 1 . 8 7 . 2 SLOPE= . 003 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 2 . 1 5 .3 30 . 6 2 .4 6 . 1 35 . 7 2 . 7 6 . 7 38 . 9 2 . 8 6 . 9 39 . 3 2 . 9 7 . 0 38 . 9 3 . 0 7 . 1 36 . 5 REACH 102 Qin = 32 . 7 CFS @ 12 . 04 HRS, VOLUME= 5 . 02 AF Qout= 31 . 5 CFS @ 12 . 08 HRS, VOLUME= 5 . 01 AF, ATTEN= 3%, LAG= 2 . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 36" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 15 FT . 3 .4 . 8 n= . 013 PEAK VELOCITY= 5 . 8 FPS . 6 1 . 0 3 . 2 LENGTH= 200 FT TRAVEL TIME _ . 6 MIN . 9 1 . 8 7 . 2 SLOPE= . 003 FT/FT SPAN= 10-20 HRS, dt= :1 HRS 2 . 1 5 . 3 30 . 6 2 .4 6 . 1 35 . 7 2 . 7 6 . 7 38 . 9 2 . 8 6 . 9 39 . 3 2 . 9 7 . 0 38 . 9 3 . 0 7 . 1 36 . 5 Data for DiBiase - 10 Year Pre-Development - Sub. lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydrOCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 104 Qin = 5 . 1 CFS @ 12 . 05 HRS, VOLUME= 1 . 28 AF Qout= 3 . 6 CFS @ 11 . 90 HRS, VOLUME= 1 . 28 AF, ATTEN= 31%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT .1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 .2 FPS . 2 . 1 . 3 LENGTH= 40 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 142 CB-142 Qin = 1 . 6 CFS @ 12 . 04 HRS, VOLUME= . 12 AF Qout= 1 . 6 CFS @ 12 . 05 HRS, VOLUME= . 12 AF, ATTEN= 1%, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .44 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS . 2 . 1 . 3 LENGTH= 30 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 143 CB-143 Qin = 15 . 0 CFS @ 12 . 10 HRS, VOLUME= 1 . 16 AF Qout= 3 . 7 CFS @ 14 .40 HRS, VOLUME= 1 . 16 AF, ATTEN= 750, LAG= 138 . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 1 FPS . 2 . 1 . 3 LENGTH= 30 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 144 CB-144 Qin = 1 . 9 CFS @ 12 . 05 HRS, VOLUME= . 15 AF Qout= 1 . 9 CFS @ 12 . 06 HRS, VOLUME= . 15 AF, ATTEN= 0%, LAG= .3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 50 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 7 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 .0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 145 CB-145 Qin = 1 . 0 CFS @ 12 . 05 HRS, VOLUME= . 08 AF Qout= 1 . 0 CFS @ 12 . 06 HRS, VOLUME= . 08 AF, ATTEN= 2%, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 35 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 0 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 146 CB-146 Qin = 1 . 7 CFS @ 12 . 09 HRS, VOLUME= . 13 AF Qout= 1 . 7 CFS @ 12 . 10 HRS, VOLUME= . 13 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 47 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 6 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.1c TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 147 CB-147 Qin = 2 . 2 CFS @ 12 . 10 HRS, VOLUME= . 17 AF Qout= 2 .2 CFS @ 12 . 11 HRS, VOLUME= . 17 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 57 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 9 FPS .2 . l . 3 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.ic TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 140 Qout= 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 140 from DiBiase - 10 Year Pre-Development - Sub.lb Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING z1e 9 z1e 204 211 E z11 212 j 212 W z63 21 3 j 21 3 W 214 <S 4 2B2 215 j 215 ©1 E 216 E 216 W 299 OSUBCRTCHNENT REACH POND LINK Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 210 DRAINS TO CB-210 PEAK= 2 . 5 CFS @ 12 . 02 HRS, VOLUME= . 17 AF ACRES CN SCS TR-20 METHOD .47 98 IMPERVIOUS TYPE III 24-HOUR . 23 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 70 90 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment T (min) TR-55 SHEET FLOW Segment ID: 3 . 3 n= . 025 L=300 ' P2=3 . 1 in s= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Kv=20 .3282 L=250 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 550 ft Total Tc= 5 . 3 SUBCATCHMENT 211 DRAINS TO CB-211 PEAK= 1 .2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF ACRES CN SCS TR-20 METHOD . 19 98 IMPERVIOUS TYPE III 24-HOUR . 12 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 31 89 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 5 Kv=20 . 3282 L=300 ' s= . 01 ' / ' V=2 . 03 fps SUBCATCHMENT 212 DRAINS TO CB-212 PEAK= 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF ACRES CN SCS TR-20 METHOD . 30 98 IMPERVIOUS TYPE III 24-HOUR . 19 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 11 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS . 60 84 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 1 n= . 025 L=150 ' P2=3 . 1 in s= . 28 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 5 Kv,20 . 3282 L=450 ' s= . 06 ' / ' V=4 . 98 fps Total Length= 600 ft Total Tc= _. . 6 Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systema SUBCATCHMENT 213 DRAINS TO CB-213 PEAK= 4 . 3 CFS @ 12 . 01 HRS, VOLUME= .29 AF ACRES CN SCS TR-20 METHOD . 36 98 IMPERVIOUS TYPE III 24-HOUR . 95 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 50 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 1 . 81 75 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 8 n= . 025 L=250 ' P2=3 . 1 in s= .26 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 7 Kv=20 .3282 L=350 ' s= . 03 ' / ' V=3 .52 fps Total Length= 600 ft Total Tc= 3 . 5 SUBCATCHMENT 214 DRAINS TO CB-214 PEAK= . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF ACRES CN SCS TR-20 METHOD . 17 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 22 93 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 .4 Kv=20 . 3282 L=300 ' s= . 03 ' / ' V=3 . 52 fps SUBCATCHMENT 215 DRAINS TO CB-215 PEAK= 3 . 9 CFS @ 12 . 00 HRS, VOLUME= . 25 AF ACRES CN SCS TR-20 METHOD . 33 98 IMPERVIOUS TYPE III 24-HOUR . 99 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 32 80 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 9 Kv=20 . 3282 L=500 ' s= . 02 ' / ' V=2 :87 fps Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 216 DRAINS TO CB-216 PEAK= 2 . 2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF ACRES CN SCS TR-20 METHOD . 24 98 IMPERVIOUS TYPE III 24-HOUR . 46 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 70 82 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 6 Kv=20 . 3282 L=200 ' s=. 01 ' / ' V=2 . 03 fps Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HHdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 200 Not described Qin = 8 . 8 CFS @ 12 . 01 HRS, VOLUME= 1 . 11 AF Qout= 8 . 8 CFS @ 12 . 01 HRS, VOLUME= 1 . 11 AF, ATTEN= 0%-, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . 1 HRS REACH 201 Qin = 7 . 9 CFS @ 12 . 00 HRS, VOLUME= . 86 AF Qout= 5 . 0 CFS @ 12 . 00 HRS, VOLUME= . 86 AF, ATTEN= 370, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 25 FT . 1 . 1 . 1 n= . 013 PEAK VELOCITY= 4 . 6 FPS . 3 .2 .4 LENGTH= 160 FT TRAVEL TIME _ . 6 MIN .4 . 3 1 . 0 SLOPE= . 006 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 4 . 2 1 . 0 1 . 1 4 . 9 1 . 1 1 . 2 5 . 3 1 . 2 1 .2 5 .4 1 . 2 1 . 2 5 . 3 1 . 3 1 . 2 5 . 0 REACH 202 Qin = 10 .4 CFS @ 12 . 01 HRS, VOLUME= . 72 AF Qout= 5 . 8 CFS @ 12 . 10 HRS, VOLUME= . 72 AF, ATTEN= 440, LAG= 5 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 .25 FT . 1 . 1 . 1 n= . 013 PEAK VELOCITY= 5 .4 FPS .3 . 2 . 5 LENGTH= 125 FT TRAVEL TIME _ .4 MIN . 4 . 3 1 . 1 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 4 . 8 1 . 0 1 . 1 5 . 6 1 . 1 1 . 2 6 . 2 1 . 2 1 . 2 6 . 2 1 . 2 1 . 2 6 . 2 1 . 3 1 . 2 5 . 8 Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 203 Qin = 5 .4 CFS @ 12 . 01 HRS, VOLUME= . 38 AF Qout= 5 .2 CFS @ 12 . 02 HRS, VOLUME= . 38 AF, ATTEN= 4%, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 60 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 9 . 1 FPS .3 . 2 1 . 0 LENGTH= 175 FT TRAVEL TIME _ . 3 MIN .4 . 3 2 . 2 SLOPE= . 029 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 9 .2 1 . 0 1 .1 10 . 8 1 . 1 1 . 2 11 . 7 1 .2 1 .2 11 . 8 1 . 2 1 . 2 11 . 7 1 . 3 1 .2 11 . 0 REACH 204 Qin = 3 . 6 CFS @ 12 . 02 HRS, VOLUME= . 25 AF Qout= 3 . 5 CFS @ 12 . 03 HRS, VOLUME= .25 AF, ATTEN= 4%, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 54 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 6 . 9 FPS . 3 .2 . 8 LENGTH= 140 FT TRAVEL TIME _ . 3 MIN .4 . 3 1 . 7 SLOPE= . 018 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 7 . 3 1 . 0 1 . 1 8 . 5 1 . 1 1 .2 9 . 2 1 . 2 1 . 2 9 . 3 1 .2 1 . 2 9 .2 1 . 3 1 . 2 8 . 7 REACH 210 CB-210 Qin = 2 . 5 CFS @ 12 . 02 HRS, VOLUME= . 17 AF Qout= 2 . 5 CFS @ 12 . 03 HRS, VOLUME= . 17 AF, ATTEN= 2%, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 79 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 7 FPS . 2 . 1 . 2 LENGTH= 25 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 5 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 2 . 1 . 8 . 7 2 . 5 . 9 . 7 2 . 7 . 9 . 8 2 . 7 1 . 0 . 8 2 . 7 1 . 0 . 8 2 . 5 Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 211 CB-211 Qin = 1 . 2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF Qout= 1 .2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF, ATTEN= 2%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0. 0 0 . 0 0 . 0 PEAK DEPTH= .34 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 .0 FPS . 2 . 1 .4 LENGTH= 45 FT TRAVEL TIME _ . 2 MIN . 3 . 2 . 9 SLOPE= . 016 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 8 . 8 . 7 4 .4 . 9 . 7 4 . 8 . 9 . 8 4 . 8 1 . 0 . 8 4 . 8 1 . 0 . 8 4 . 5 REACH 212 CB-212 Qin = 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF Qout= 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 33 FT . 1 0 . 0 .2 n= . 013 PEAK VELOCITY= 9 . 0 FPS .2 . 1 . 7 LENGTH= 35 FT TRAVEL TIME _ . 1 MIN . 3 . 2 1 . 7 SLOPE= . 057 FT/FT SPAN= 10-20 .HRS, dt= . l HRS . 7 . 6 7 . 1 . 8 . 7 8 . 3 . 9 . 7 9 . 1 . 9 . 8 9 . 1 1 . 0 . 8 9 . 1 1 . 0 .8 8 . 5 REACH 213 CB-213 Qin = 4 . 3 CFS @ 12 . 01 HRS, VOLUME= . 29 AF Qout= 4 . 3 CFS @ 12 . 01 HRS, VOLUME= . 29 AF, ATTEN= 1 LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 61 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 8 . 6 FPS . 2 . 1 . 5 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 1 . 2 SLOPE= . 03 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 .6 5 . 2 ` . 8 . 7 6 . 0 . 9 . 7 6 . 6 . 9 . 8 6 . 6 1 . 0 . 8 6 . 6 1 . 0 . 8 6 . 2 Data for DiBiase - 10 Year Pre-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdrOCAD 4.O0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 214 C13-214 Qin = . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF, ATTEN= 1 LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 29 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 7 FPS .2 . 1 .4 LENGTH= 33 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 9 SLOPE= . 018 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 4 . 0 . 8 . 7 4 . 7 . 9 . 7 5 . 1 . 9 .8 5 . 1 1 . 0 . 8 5 . 1 1 . 0 . 8 4 . 8 i REACH 215 CB-215 Qin = 3 . 9 CFS @ 12 . 00 HRS, VOLUME= .25 AF Qout= 3 . 8 CFS @ 12 . 01 HRS, VOLUME= . 25 AF, ATTEN= 30, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 .0 0 . 0 PEAK DEPTH= .49 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 9 FPS . 2 . 1 . 7 LENGTH= 120 FT TRAVEL TIME _ . 2 MIN . 3 . 2 1 . 5 SLOPE= . 045 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 6 . 3 . 8 . 7 7 . 4 . 9 . 7 8 . 1 . 9 . 8 8 . 1 1 . 0 . 8 8 . 1 1 . 0 . 8 7 . 6 REACH 216 CB-216 Qin = 2 .2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF Qout= 2 . 2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 37 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 8 . 2 FPS . 2 . 1 . 6 LENGTH= 32 FT TRAVEL TIME _ . 1 MIN . 3 . 2 1 .4 SLOPE= . 04 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 6 . 0 . 8 . 7 7 . 0 . 9 . 7 7 . 6 . 9 . 8 7 . 7 1 . 0 . 8 7 . 6 1 . 0 . 8 7 . 1 Data for DiBiase - 10 Year Pre-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 312 y 312 310 310 --� 304 311 311 OSUBCRTCHMENT [-] REACH APDND LINK - Data for DiBiase - 10 Year Pre-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 310 DRAINS TO CULVERT 310 PEAK= 6 . 3 CFS @ 12 . 14 HRS, VOLUME= .54 AF ACRES CN SCS TR-20 METHOD . 15 98 IMPERVIOUS TYPE III 24-HOUR 2 .47 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 60 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 22 70 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 6 n= . 025 L=300 ' P2=3 . 1 in s= . 14 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 9 . 6 Short Grass Pasture Kv=7 L=700 ' s= . 03 ' / ' V=1 . 21 fps Total Length= 1000 ft Total Tc= 12 .2 SUBCATCHMENT 311 DRAINS TO CB-311 PEAK= 10 . 6 CFS @ 12 . 07 HRS, VOLUME= . 82 AF ACRES CN SCS TR-20 METHOD . 89 98 IMPERVIOUS TYPE III 24-HOUR 3 .27 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 65 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 81 77 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 1 n= . 025 L=150 ' P2=3 . 1 in s= . 06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 . 2 Kv=20 . 3282 L=1100 ' s= . 03 ' / ' V=3 . 52 fps --- --- - - - - Total Length= 1250 ft Total Tc= -1 . 3 SUBCATCHMENT 312 DRAINS TO CB-312 PEAK= 5 . 4 CFS @ 12 . 09 HRS, VOLUME= .41 AF ACRES CN SCS TR-20 METHOD . 53 98 IMPERVIOUS TYPE III 24-HOUR 1 . 66 74 LAWN - C SOILS RAINFALL= 4 . 5 IN . 06 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 2 . 25 79 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 3 n= . 025 L=3001 _ P2=3 . 1 in S= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 9 Kv=20 . 3282 L=1200 ' s= . 04 ' / ' V=4 . 07 fps Total Length= 1500 ft Total Tc= 8 . Data for DiBiase - 10 Year Pre-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydrOCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 304 Not described Qin = 13 .4 CFS @ 12 . 14 HRS, VOLUME= 1 . 77 AF Qout= 13 .4 CFS @ 12 . 14 HRS, VOLUME= 1 . 77 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . 1 HRS REACH 310 CULVERT 310 Qin = 6 . 3 CFS @ 12 .14 HRS, VOLUME= .54 AF Qout= 6 . 3 CFS @ 12 . 14 HRS, VOLUME= .54 AF, ATTEN= 196, LAG= .2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 37 FT . 1 0 . 0 .4 n= . 013 PEAK VELOCITY= 22 . 7 FPS . 2 . 1 1 . 7 LENGTH= 180 FT TRAVEL TIME = . 1 MIN . 3 . 2 3 . 8 SLOPE= . 3 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 16 . 3 . 8 . 7 19 . 1 . 9 . 7 20 . 8 . 9 . 8 21 . 0 1 . 0 . 8 20 . 8 1 . 0 . 8 19 . 5 REACH 311 DRAINS TO CB-311 Qin = 10 . 6 CFS @ 12 . 07 HRS, VOLUME= . 82 AF Qout= 3 . 6 CFS @ 12 . 00 HRS, VOLUME= . 82 AF, ATTEN= 67%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 1 FPS . 2 . 1 . 3 LENGTH= 15 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Pre-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 312 CB-312 Qin = 5 .4 CFS @ 12 . 09 HRS, VOLUME= .41 AF Qout= 3 . 6 CFS @ 12 . 10 HRS, VOLUME= .41 AF, ATTEN= 3496, LAG= . 8 MIN DEPTH END AREA DISCH (FT) Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4.O0 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 301 T� 1319 E 319 w 317 317 318 < 318 3B4 362 315 j 315 316 f 316 303 313 j 313 314 E 314 OSLIBCRTCHMENT REACH POND LINK Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 313 DRAINS TO CB-313 PEAK= .3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF ACRES CN SCS TR-20 METHOD . 03 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 01 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= .1 HRS . 09 81 Method Comment T (min) TR-55 SHEET FLOW Segment ID: 2 . 2 n= . 025 L=200 ' P2=3 . 1 in s= . 1 SUBCATCHMENT 314 DRAINS TO CB-314 PEAK= . 6 CFS @ 12 . 02 HRS, VOLUME= . 04 AF ACRES CN SCS TR-20 METHOD . 04 98 IMPERVIOUS TYPE III 24-HOUR . 21 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 25 78 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 4 . 9 n= . 025 L=250 ' P2=3 . 1 in s= . 02 ' / ' SUBCATCHMENT 315 DRAINS TO CB-315 PEAK= 3 .1 CFS @ 12 . 01 HRS, VOLUME= . 20 AF ACRES CN SCS TR-20 METHOD . 24 98 IMPERVIOUS TYPE III 24-HOUR . 80 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 14 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 1 . 18 77 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 0 n= . 025 L=300 ' P2=3 . 1 in s= . 1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 5 Kv=20 . 3282 L=100 ' s= . 03 ' / ' V=3 .52 fps Total Length= 400 ft Total Tc= 3 . 5 Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HHdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Svstems SUBCATCHMENT 316 DRAINS TO CB-316 PEAK= 2 . 6 CFS @ 12 . 04 HRS, VOLUME= . 19 AF ACRES CN SCS TR-20 METHOD . 29 98 IMPERVIOUS TYPE III 24-HOUR . 68 74 LAWN - C SOIL RAINFALL= 4 .5 IN • 97 81 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 5 . 5 n= .025 L=200 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 5 Kv=20 .3282 L=100 ' s= . 03 ' / ' V=3 .52 fps Total Length= 300 ft Total Tc= 6 . 0 SUBCATCHMENT 317 DRAINS TO CB-317 PEAK= 1 .5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR . 36 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 50 81 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 1 n= . 025 L=200 ' P2=3 . 1 in s= . 11 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Kv=21 . 3282 L=100 ' s= . 02 ' / ' V=3. 02 fps Total Length= 300 ft Total Tc= 2 . 7 SUBCATCHMENT 318 DRAINS TO CB-318 PEAK= 1 . 8 CFS @ 12 . 07 HRS, VOLUME= . 14 AF ACRES CN SCS TR-20 METHOD . 20 98 IMPERVIOUS TYPE III 24-HOUR . 54 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 74 80 . SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 6 . 5 n= . 025 L=250 ' P2=3 . 1 in s= . 01 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: o Kv=20 . 3282 L=100 ' s= . 02 ' / ' V=2 . 87 fps Total Length= 350 ft Total Tc= % . i Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HLdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 319 DRAINS TO CB-319 PEAK= 1 . 9 CFS @ 12 . 01 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD .25 98 IMPERVIOUS TYPE III 24-HOUR .31 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 56 85 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 1 Kv=20.3282 L=500 ' 5= .01 ' / ' V=2 . 03 fps ,r Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (C) 1986-1995 Applied Microcomputer Systems REACH 301 Qin = 11 . 7 CFS @ 12 . 03 HRS, VOLUME= 2 . 57 AF Qout= 5 . 5 CFS @ 11 . 80 HRS, VOLUME= 2 . 57 AF, ATTEN= 530, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 .25 FT . 1 . 1 . 1 n= . 013 PEAK VELOCITY= 4 . 9 FPS . 3 . 2 .5 LENGTH= 295 FT TRAVEL TIME = 1 . 0 MIN .4 . 3 1 . 1 SLOPE= . 007 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 4 . 5 1 . 0 1 . 1 5 . 3 1 . 1 1 . 2 5 . 8 1 . 2 1 .2 5 . 8 1 .2 1 . 2 5 . 8 1 . 3 1 . 2 5 .4 REACH 302 Qin = 18 . 3 CFS @ 12 . 09 HRS, VOLUME= 2 . 22 AF Qout= 7 . 7 CFS @ 11 . 90 HRS, VOLUME= 2 . 22 AF; ATTEN= 580, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 .25 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 7 . 1 FPS . 3 . 2 . 7 LENGTH= 155 FT TRAVEL TIME _ .4 MIN . 4 . 3 1 . 5 SLOPE= . 014 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 6 .4 1 . 0 1 . 1 7 . 5 1 . 1 1 . 2 8 . 1 1 . 2 1 . 2 8 . 2 1 . 2 1 . 2 8 . 1 1 . 3 1 . 2 7 . 6 REACH 303 CB Qin = . 9 CFS @ 12 . 02 HRS, VOLUME= . 06 AF Qout= . 8 CFS @ 12 . 07 HRS, VOLUME= . 06 AF, ATTEN= 11%, LAG= 2 . 9 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .28 FT . l 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS . 2 . 1 .4 LENGTH= 320 FT TRAVEL TIME = 1 . 2 MIN . 3 . 2 . 9 SLOPE= . 017 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 9 . 8 . 7 4 . 5 . 9 . 7 5 . 0 . 9 . 8 5 . 0 1 . 0 . 8 5 . 0 1 . 0 . 8 4 . 6 Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 313 CB-313 Qin = . 3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF Qout= . 3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF, ATTEN= la, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 11 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 5 .4 FPS .2 . 1 . 8 LENGTH= 22 FT TRAVEL TIME _ . 1 MIN . 3 . 2 1 . 8 SLOPE= . 063 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 7 . 5 . 8 . 7 8 . 7 . 9 . 7 9 . 5 . 9 . 8 9 . 6 1 . 0 . 8 9 . 5 1 . 0 . 8 8 . 9 REACH 314 CB-314 Qin = . 6 CFS @ 12 . 02 HRS, VOLUME= . 04 AF Qout= . 6 CFS @ 12 . 03 HRS, VOLUME= . 04 AF, ATTEN= 2%, LAG= . 3 MIN DEPTH END AREA DISCH _ (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .29 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 3 FPS .2 . 1 . 3 LENGTH= 32 FT TRAVEL TIME _ .2 MIN . 3 . 2 . 7 SLOPE= . 009 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 2 . 8 . 8 . 7 3 . 3 . 9 . 7 3 . 6 . 9 .8 3 . 6 1 . 0 . 8 3 . 6 1 . 0 . 8 3 .4 REACH 315 CB-315 Qin = 3 . 1 CFS @ 12 . 01 HRS, VOLUME= . 20 AF Qout= 3 . 1 CFS @ 12 . 01 HRS, VOLUME= .20 AF, ATTEN= Oa, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 36 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 12 . 1 FPS .2 . 1 . 9 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 1 SLOPE= . 09 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 8 . 9 . 8 . 7 _ 10 .4 . 9 ..7 11 .4 . 9 . 8 11 . 5 1 . 0 . 8 11 .4 1 . 0 . 8 10 . 7 Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 316 CB-316 Qin = 2 . 6 CFS @ 12 . 04 HRS, VOLUME= . 19 AF Qout= 2 . 5 CFS @ 12 . 04 HRS, VOLUME= . 19 AF, ATTEN= 1%, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CPS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 52 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 0 FPS . 2 . 1 .4 LENGTH= 32 FT TRAVEL TIME _ . 1 MIN . 3 .2 . 9 SLOPE= . 016 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 8 . 8 . 7 4 .4 . 9 . 7 4 . 8 . 9 . 8 4 . 8 1 . 0 . 8 4 . 8 1 . 0 . 8 4 . 5 REACH 317 CB-317 Qin = 1 . 5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF Qout= 1 . 5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 26 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 .5 FPS . 2 . 1 . 9 LENGTH= 25 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 0 SLOPE= . 083 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 8 . 6 . 8 . 7 10 . 0 . 9 . 7 10 . 9 . 9 . 8 11 . 0 1 . 0 . 8 10 . 9 1 . 0 . 8 10 . 3 REACH 318 CB-318 Qin = 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 26 AF Qout= 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 26 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH _ (FT) (SO-FT) (CPS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 33 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 11 . 5 FPS . 2 . 1 . 9 LENGTH= 30 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 1 SLOPE= . 09 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 8 . 9 . 8 . 7 10 .4 . 9 . 7 11 . 4 9 . 8 11 . 5 1 . 0 . 8 11 .4 1 . 0 . 8 10 . 7 Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 319 CB-319 Qin = 1 . 9 CFS @ 12 . 01 HRS, VOLUME= . 12 AF Qout= . 9 CFS @ 12 . 00 HRS, VOLUME= . 12 AF, ATTEN= 53%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 0 . 0 n= .013 PEAK VELOCITY= 1 . 3 FPS .2 . 1 . 1 LENGTH= 53 FT TRAVEL TIME = . 7 MIN . 3 .2 . 2 SLOPE= . 0006 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 . 7 . 8 . 7 . 9 . 9 . 7 . 9 . 9 . 8 . 9 1 . 0 . 8 . 9 1 . 0 . 8 . 9 Data for DiBiase - 10 Year Pre-development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 304 FROM CULVERT 310 Qout= 13 .4 CFS @ 12 . 14 HRS, VOLUME= 1 . 77 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 304 from DiBiase - 10 Year Pre-Development - Sub.3a Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 1 TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HYdroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 46z W 200 40i 407 100 400 j 408 401 j 402 j 403 404 > 405 j 406 m 30� 403 OSUBCATCHMENT REACH POND L[NK Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 ( ) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 401 DRAINS TO CB-401 PEAK= 2 . 6 CFS @ 12 . 02 HRS, VOLUME . 18 AF ACRES CN SCS TR-20 METHOD . 27 98 IMPERVIOUS TYPE III 24-HOUR . 66 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 93 81 SPAN= 10-20 HRS, dt=. 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 1 n= . 025 L=100 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Paved Kv=20 . 3282 L=250 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 350 ft Total Tc= 5 . 1 SUBCATCHMENT 402 DRAINS TO CB-402 PEAK= 5 . 8 CFS @ 12 . 08 HRS, VOLUME= .44 AF ACRES CN SCS TR-20 METHOD .54 98 IMPERVIOUS TYPE III 24-HOUR 1 . 80 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 2 . 34 80 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 1 n= . 025 L=100 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 9 Paved Kv=20 . 3282 L=600' s= . 01 ' / ' V=2 . 03 fps Total Length= 700 ft Total Tc= 8 . 0 SUBCATCHMENT 403 DRAINS TO CB-403 PEAK= 4 . 6 CFS @ 12 . 06 HRS, VOLUME= . 35 AF ACRES CN SCS TR-20 METHOD . 50 98 IMPERVIOUS TYPE III 24-HOUR 1 . 38 74 LAWN - C SOIL RAINFALL= 4 .5 IN 1 . 88 80 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 4 . 3 n= . 025 L=150 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 5 Paved Kv=20 . 3282 L=300 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 450 ft Total Tc= 6 . 8 Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 3 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 400 Qin = 53 . 0 CFS @ 12 . 10 HRS, VOLUME= 10 . 39 AF Qout= 4 . 1 CFS @ 11 . 10 HRS, VOLUME= 3 . 28 AF, ATTEN= 920, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 50 FT . 3 . 3 . 1 n= . 013 PEAK VELOCITY= 1 . 0 FPS .5 . 7 .4 LENGTH= 29 FT TRAVEL TIME _ . 5 MIN . 8 1 . 2 . 8 SLOPE= . 0001 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 3 .4 2 . 0 4 .2 4 . 0 2 . 3 4 . 7 4 .4 2 .4 4 . 8 4 .4 2 .4 4 . 9 4 .4 2 . 5 4 . 9 4 . 1 REACH 401 Qin = 4 . 1 CFS @ 11 . 10 HRS, VOLUME= 3 . 28 AF Qout= 4 . 1 CFS @ 11 . 20 HRS, VOLUME= 3 . 28 AF, ATTEN= 0%, LAG= 6 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .56 FT . 3 . 3 . 8 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 5 . 7 3 . 2 LENGTH= 12 FT TRAVEL TIME = 0 . 0 MIN . 8 1 . 2 7 . 2 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 30 . 7 2 . 0 4 . 2 35 . 9 2 . 3 4 . 7 39 . 1 2 .4 4 . 8 39 . 5 2 .4 4 . 9 39 . 1 2 . 5 4 . 9 36 . 7 REACH 402 Qin = . 6 . 7 CFS @ 12 . 02 HRS, VOLUME= 3 .46 AF Qout= 6 .4 CFS @ 12 . 08 HRS, VOLUME= 3 .45 AF, ATTEN= 4%, LAG= 3 .4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 99 FT . 5 . 8 1 . 2 n= . 013 PEAK VELOCITY= 2 . 5 FPS . 9 2 . 3 5 . 2 LENGTH= 215 FT TRAVEL TIME = 1 . 5 MIN 1 .4 4 . 0 11 . 6 SLOPE= . 0009 FT/FT SPAN= 10-20 HRS, dt= . l HRS 3 . 2 11 . 9 49 .4 3 . 6 13 . 6 57 . 7 4 . 1 15 . 1 62 . 9 4 . 2 15 . 5 63 . 5 4 .4 15 . 8 62 . 9 4 . 5 15 . 9 59 . 0 Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 4 TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 403 Qin = 6 .4 CFS @ 12 . 08 HRS, VOLUME= 3 .45 AF Qout= 6 .3 CFS @ 12 . 12 HRS, VOLUME= 3 .43 AF, ATTEN= 2%, LAG= 2 .2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .99 FT . 5 . 8 1 . 2 n= . 013 PEAK VELOCITY= 2 . 5 FPS . 9 2 .3 5 .2 LENGTH= 222 FT TRAVEL TIME = 1 . 5 MIN 1 .4 4 . 0 11 . 6 SLOPE= .0009 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 3 . 2 11 . 9 49 .4 3 . 6 13 . 6 57 . 7 4 .1 15 . 1 62 . 9' 4 . 2 15 .5 63 . 5 4 .4 15 . 8 62 . 9 4 . 5 15 . 9 59 . 0 REACH 404 Qin = 6 .3 CFS @ 12 . 12 HRS, VOLUME= 3 .43 AF Qout= 6 .3 CFS @ 12 . 13 HRS, VOLUME= 3 .42 AF, ATTEN= 0%, LAG= . 5 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 98 FT . 5 . 8 1 . 2 n= . 013 PEAK VELOCITY= 2 .4 FPS . 9 2 . 3 5 . 2 LENGTH= 46 FT TRAVEL TIME = .3 MIN 1 .4 4 . 0 11 . 6 SLOPE= . 0009 FT/FT SPAN= 10-20 HRS, dt= . l HRS 3 .2 11 . 9 49 .4 3 . 6 13 . 6 57 . 7 4 . 1 15 . 1 62 . 9 4 . 2 15 . 5 63 .5 4 .4 15 . 8 62 . 9 4 . 5 15 . 9 59 . 0 REACH 405 Qin = 12 . 0 CFS @ 12 . 09 HRS, VOLUME= 3 . 87 AF Qout= 11 . 9 CFS @ 12 . 10 HRS, VOLUME= 3 . 86 AF, ATTEN= 1%, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 65 FT . 5 . 8 5 . 0 n= . 013 PEAK VELOCITY= 8 . 3 FPS . 9 2 . 3 21 . 1 LENGTH= 203 FT TRAVEL TIME = .4 MIN 1 .4 4 . 0 47 . 2 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 3 .2 11 . 9 201 . 6 3 . 6 13 . 6 235 .4 4 . 1 15 . 1 256 . 7 4 . 2 15 . 5 259 . 1 4 .4 15 . 8 256 . 7 4 . 5 15 . 9 240 . 8 Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 406 Qin = 16 .4 CFS @ 12 . 09 HRS, VOLUME= 4 . 21 AF Qout= 16 .3 CFS @ 12 . 10 HRS, VOLUME= 4 . 21 AF, ATTEN= lo, LAG= . 7 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 6 ' x 3 . 7 ' CHANNEL STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 94 FT .4 2 . 2 3 . 8 n= . 013 PEAK VELOCITY= 2 . 9 FPS . 7 4 .4 11 . 3 LENGTH= 84 FT TRAVEL TIME = . 5 MIN 1 . 1 6 . 7 20 . 9 SLOPE= . 001 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 6 9 . 5 35 .4 2 .2 13 .3 56 . 6 3 . 0 17 . 8 83 . 7 3 . 7 22 . 2 112 .4 REACH 407 Qin = 5 .8 CFS @ 12 . 08 HRS, VOLUME= .44 AF Qout= 5 . 8 CFS @ 12 . 08 HRS, VOLUME= .44 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH _ (FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 78 FT . 2 . 1 . 2 n= . 013 PEAK VELOCITY= 6 . 2 FPS . 3 . 3 . 9 LENGTH= 10 FT TRAVEL TIME = 0 . 0 MIN . 5 .4 2 . 1 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS 1 . 1 1 . 3 8 . 8 1 . 2 1 . 5 10 . 3 1 .4 1 . 7 11 .2 1 .4 1 . 7 11 . 3 1 . 5 1 . 8 11 . 2 1 . 5 1 . 8 10 . 5 REACH 408 Qin = 40 . 1 CFS @ 12 . 11 HRS, VOLUME= 6 . 71 AF Qout= 40 . 1 CFS @ 12 . 11 HRS, VOLUME= 6 . 70 AF, ATTEN= Oo, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 82 FT . 3 . 3 1 . 0 n= . 013 PEAK VELOCITY= 10 . 5 FPS .5 . 7 4 . 0 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 8 1 . 2 9 . 0 SLOPE= . 0125 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 38 .4 2 . 0 4 . 2 44 . 8 2 . 3 4 . 7 48 . 9 2 .4 4 . 8 49 . 3 2 .4 4 . 9 48 . 9 2 . 5 4 . 9 45 . 9 Data for DiBiase - 10 Year Pre-Development - Sub.4 Page 6 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 100 Qout= 40 . 1 CFS @ 12 . 11 HRS, VOLUME= 6 . 71 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 100 from DiBiase - 10 Year Pre-Development - Sub.1c LINK 200 Qout= 8 .8 CFS @ 12 . 01 HRS, VOLUME= 1 . 11 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 200 from DiBiase - 10 Year Pre-Development - Sub.2 LINK 301 Qout= 5 . 5 CFS @ 11 . 80 HRS, VOLUME= 2 . 57 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 301 from DiBiase - 10 Year Pre-Development - Sub.3b Data for DiBiase - 100 Year Pre-Development - Sub.la Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING al > FIB w 132 132 j 106 ( 133 ( 133 W I39 j 134 > I©5 ( 135 ( 135 136 ( 136 1B5 � ID9 � T 137 ( I37 O5UBCRTCHMENT REACHPOND I I LINK Data for DiBiase - 100 Year Pre-Development - Sub.la Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6.5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGTID PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 105 4 . 75 3 . 8 23%98 16%74 61%61 - 72 - 18 . 8 12 . 01 1 . 24 131 3 . 08 5 . 7 161698 6%74 79%61 - 67 - 9 .4 12 . 04 . 69 132 .65 3 .5 32%98 68%61 - - 73 - 2 . 7 12 . 01 . 17 133 1 . 19 3 .4 28%98 72%61 - - 71 - 4 . 6 12 . 01 . 30 134 1 . 22 2 .4 11°%98 89%61 - - 65 - 4 . 0 12 . 00 . 26 135 .40 2 .3 33%98 68%61 - - 73 - 1 . 7 12 .00 . 11 136 1 . 84 5 .5 17%98 19%74 64%61 - 70 - 6 .3 12 . 03 .45 137 .30 3 . 7 60°%98 40%74 - - 88 - 1 . 7 12 .01 . 11 Data for DiBiase - 100 Year Pre-Development - Sub.la Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 104 24 . 0 - - - - . 013 100 . 0500 17 .2 . 1 30 . 9 105 12 . 0 - - - - . 013 110 . 0600 12 . 2 . 2 8 . 7 106 12 . 0 - - - - . 013 230 . 0500 11 .5 . 3 8 . 3 107 12 . 0 - - - - . 013 250 . 0250 7 . 9 . 5 5 . 6 132 12 . 0 - - - - . 013 20 . 0200 6 .7 . 1 2 . 7 133 12 . 0 - - - - . 013 20 . 0200 7 . 3 0 . 0 4 . 6 134 12 .0 - - - - . 013 30 .0800 12 .5 0 . 0 3 . 9 135 12 .0 - - - - . 013 20 . 0100 4 . 6 . 1 1 . 7 136 12 . 0 - - - - . 013 50 . 0100 5 . 1 . 2 3 . 8 137 12 . 0 - - - - . 013 40 .0100 4 . 6 . 1 1 . 7 Data for DiBiase - 100 Year Pre-Development - Sub.ib Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING iBa ,0 —> iae Ozi 3 12]1 y ize izz � izz � OSUBCRTCHMENT REACH APDND LINK Data for DiBiase - 100 Year Pre-Development - Sub.1b Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (% N) -- CN C (CFS) (HRS) (AF) 110 20 . 15 11 .4 11098 46%74 43061 - 71 - 63 .4 12 . 12 5 . 11 121 . 12 2 . 0 58198 42%74 - - 88 - . 7 11 . 99 . 04 122 3 .43 6 . 1 19%98 81%74 - - 79 - 14 . 6 12 . 04 1 . 07 Data for DiBiase - 100 Year Pre-Development - Sub.lb Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 110 12 .0 - - - - . 013 60 . 0080 4 . 6 .2 3 . 3 120 - - - - - - - - 0 . 0 0 .0 4 . 3 N 121 12 . 0 - - - - . 013 20 . 0100 3 . 5 . 1 . 7 122 12 . 0 - - - - . 013 20 . 0100 5 . 2 . 1 3 . 6 140 - - - - - - - - 0 . 0 0 . 0 38 . 3 N Data for DiBiase - 100 Year Pre-Development - Sub.lb Page 5 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO. NAME SOURCE (CFS) 104 Flow from Bradley Road REACH 104 from 30 . 9 DiBiase - 100 Year Pre-Developme Data for DiBiase - 100 Year Pre-Development - Sub.lc Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 146 i44 W W 14fi\ i44\ 141 y V 149 � 102 � IBI / ' 190 I04 74] 143 143 142 m m 14] 145 1 3 1 2 OSUBCRTCHMENT E] REACH APDND I LINK Data for DiBiase - 100 Year Pre-Development - Sub.lc Page 2 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVER (%CN) -- CN C (CFS) (HRS) (AF) 141 1 .27 7 . 0 10%98 90°%74 - - 76 - 4 . 8 12 . 06 . 37 142 . 51 6 .5 53098 47%74 - - 87 - 2 . 5 12 . 04 . 19 143 7 .35 8 . 7 16%98 24%80 28%74 32%61 75 - 27 . 3 12 . 09 2 . 08 144 . 83 6 .4 17098 83%74 - - 78 - 3 .4 12 . 04 . 25 145 .42 6 .4 21198 79%74 - - 79 - 1 . 8 12 . 04 . 13 146 . 78 8 . 7 10%98 90%74 - - 76 - 3 . 0 12 . 09 . 23 147 . 98 9 . 9 17%98 83%74 - - 78 - 3 . 9 12 . 10 . 30 Data for DiBiase - 100 Year Pre-Development - Sub.lc Page 3 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 100 30 . 0 - - - - . 013 40 . 0125 10 . 6 . 1 46 . 8 101 36 . 0 - - - - . 013 350 .0030 5 . 8 1 . 0 38 . 6 102 36 . 0 - - - - . 013 200 . 0030 5. 9 . 6 36 . 7 104 12 . 0 - - - - , 013 40 . 0100 5 . 0 . 1 3 . 9 142 12 .0 - - - - . 013 30 . 0100 4 . 9 . 1 2 . 5 143 12 . 0 - - - - . 013 30 . 0100 5 . 2 . 1 3 . 6 144 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 .4 145 12 . 0 - - - - . 013 20 . 0100 4 . 6 . 1 1 . 8 146 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 . 0 147 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 . 6 Data for DiBiase - 100 Year Pre-Development - Sub.1c Page 5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout _N0. NAME SOURCE (CF ) 140 REACH 140 from 38 . 3 DiBiase - 100 Year Pre-Developme Data for DiBiase - 100 Year Pre-Development - Sub.2 Page 2 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 2,© 3 zID z11 E z11 2B4 2I2 j 212 W � 203 2ez z,s j zIs�zai � zIs E z,e W 200 O5UBCPTCHMENT REACH Q POND 1 LINK Data for DiBiase - 100 Year Pre-Development - Sub.2 Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 210 . 70 5 . 3 67%98 33%74 - - 90 - 3 . 9 12 . 02 . 27 211 . 31 2 . 5 61%98 39$74 - - 89 - 1 . 8 12 . 00 . 12 212 . 60 2 . 6 50%98 32074 18%61 - 84 - 3 . 3 12 . 00 . 21 213 1 . 81 3 . 5 20%98 52%74 28%61 - 75 - 7 . 9 12 . 01 . 51 214 . 22 1 .4 77%98 23%74 - - 93 - 1 .3 11 . 99 . 09 215 1 . 32 2 . 9 25%98 75°%74 - - 80 - 6 . 6 12 . 00 .42 216 .70 1 . 6 34%98 66°%74 - - 82 - 3 . 6 11 . 99 . 23 Data for DiBiase - 100 Year Pre-Development - Sub.2 Page 4 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 200 - - - - - - - - 0 . 0 0 . 0 11 . 5 N 201 15 . 0 - - - - . 013 160 . 0060 4 . 6 . 6 5 . 1 202 15 .0 - - - - . 013 125 . 0080 5 . 3 .4 6 . 2 203 15 . 0 - - - - . 013 175 . 0290 9 . 7 . 3 7 . 3 204 15 . 0 - - - - . 013 140 . 0180 7 . 2 . 3 4 . 2 210 12 .0 - - - - . 013 25 . 0050 3 . 6 . 1 2 . 6 211 12 . 0 - - - - 013 45 . 0160 5 . 6 . 1 1 . 8 212 12 . 0 - - - - . 013 35 . 0570 10 . 5 . 1 3 . 3 213 12 . 0 - - - - . 013 20 . 0300 8 . 5 0 . 0 6 .4 214 12 . 0 - - - - . 013 33 .0180 5 .4 . 1 1 . 3 215 12 . 0 - - - - . 013 120 . 0450 10 . 8 . 2 6 . 5 216 12 . 0 - - - - . 013 32 .0400 9 . 3 . 1 3 . 6 Data for DiBiase - 100 Year Pre-Development - Sub.3a Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 00 000821 (c) 1986-199S Applied Mi ro omplter Systems WATERSHED ROUTING 312 312 3�9 319 394 311 311 OSUBCPTCHMENT F� REACH QPOND LINK Data for DiBiase - 100 Year Pre-Development - Sub.3a Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (% N) -- CN C (CFS) (HRS) (AF) 310 4 . 22 12 . 2 4°0698 59°x74 389-61 - 70 - 12 . 6 12 . 13 1 . 04 311 4 . 81 7 . 3 19098 68074 14061 - 77 - 18 . 8 12 . 07 1 .43 312 2 . 25 8 . 2 24098 74%74 3%61 - 79 - 9 . 3 12 . 08 . 70 Data for DiBiase - 100 Year Pre-Development - Sub.3a Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 304 - - - - - - - - 0 . 0 0 . 0 19 . 6 N 310 12 . 0 - - - - . 013 180 . 3000 26 . 6 . 1 12 .4 311 12 . 0 - - - - .013 15 . 0100 5 . 0 0 . 0 3 . 6 312 12 . 0 - - - . 013 25 . 0100 5 . 1 .1 3 . 6 Data for DiBiase - 100 Year Pre-development - Sub.3b Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HVdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 301 319 E 319 \W 317 j 3I� 3i8 E 318 304 � 302 � i< 315 315 316 f 316 303 313 j 313 314 f 314 OSUBCATCHMENT REACH Q POND LINK Data for DiBiase - 100 Year Pre-development - Sub.3b Page 2 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD; TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGTID PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVER (% N) -- CN C (CFS) (HRS) (AF) 313 . 09 2 . 2 33%98 56%74 11%61 - 81 - . 5 12 . 00 . 03 314 . 25 4 . 9 16%98 84%74 - - 78 - 1 .1 12 . 02 . 08 315 1 . 18 3 .5 20%98 68174 12%61 - 77 - 5 .4 12 . 01 . 35 316 . 97 6 . 0 30%98 70174 - - 81 - 4 .4 12 . 03 . 32 317 . 50 2 . 7 28%98 72%74 - - 81 - 2 . 6 12 . 00 . 16 318 . 74 7 . 1 27%98 73%74 - - 80 - 3 . 1 12 . 06 . 24 319 . 56 4 . 1 45%98 55%74 - - 85 - 3 . 0 12 . 01 . 20 Data for DiBiase - 100 Year Pre-development - Sub.3b Page 3 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 301 15 . 0 - - - - . 013 295 . 0070 5 . 0 1 . 0 5 . 6 302 15 . 0 - - - - . 013 155 . 0140 7 . 1 .4 7 . 6 303 12 .0 - - - - . 013 320 . 0170 5 .4 1 . 0 1 .4 313 12 . 0 - - - - . 013 22 . 0630 6 .3 . 1 . 5 314 12 .0 - - - - . 013 32 .0090 4 . 0 .1 1 . 1 315 12 . 0 - - - - . 013 20 .0900 14 . 0 0 . 0 5 .4 316 12 . 0 - - - - . 013 32 . 0160 6 . 5 . 1 4 . 3 317 12 . 0 - - - - . 013 25 . 0830 11 . 1 0 .0 2 . 6 318 12 . 0 - - - - . 013 30 . 0900 13 .0 0 . 0 4 . 0 319 12 . 0 - - - . 013 53 . 0006 1 . 3 . 7 . 9 Data for DiBiase - 100 Year Pre-development - Sub.3b Page 4 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems POND ROUTING BY STOR-IND METHOD POND START FLOOD PEAK PEAK - ----- PEAK FLOW --- ---- ---Qout--- NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (FT) (FT) (FT) (AF) (CFS) (CPS) ( FS) (CFS) M (MIN) Data for DiBiase - 100 Year Pre-development - Sub.3b Page 5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO. NAME SOURCE (CFS) 304 FROM CULVERT 310 REACH 304 from 19 . 6 DiBiase - 100 Year Pre-Developmock Engine HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems POND ROUTING BY STOR-IND METHOD POND START FLOOD PEAK PEAK ------ PEAK FLOW ------- ---Qout-- - NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (FT) (FT) (FT) (AF) (CPS) (CFS) ( FS) (CFS) 00 (MIN) Data for DiBiase - 100 Year Pre-development - Sub.3b Page 5 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydrOCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO. NAME SOURCE (CFS) 304 FROM CULVERT 310 REACH 304 from 19 . 6 DiBiase - 100 Year Pre-Developme Data for DiBiase - 100 Year Pre-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING aez W 200 401 407 100 ) 400 ) 400 ) 401 ) 402 403 ) 404 ) 405 > 406 301 403 OSUSCPTCHMENT REACH APONO I LINK Data for DiBiase - 100 Year Pre-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 00 000821 (Q) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 401 . 93 5 . 1 29°x98 71074 - - 81 - 4 .4 12 . 02 . 30 402 2 . 34 8 . 0 23098 77°%74 - - 80 - 9. 8 12 . 08 . 75 403 1 . 88 6 . 8 27°%98 73074 - - 80 - 7 . 9 12 . 05 . 60 Data for DiBiase - 100 Year Pre-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 400 30 . 0 - - - - . 013 29 . 0001 . 9 . 6 4 . 1 401 30 . 0 - - - - . 013 12 . 0080 5 . 0 0 . 0 4 . 1 402 54 . 0 - - - - .013 215 . 0009 2 . 6 1 .4 8 . 0 403 54 . 0 - - - - . 013 222 . 0009 2 . 6 1 .4 7 . 9 404 54 .0 - - - - . 013 46 . 0009 2 . 6 . 3 7 . 8 405 54 . 0 - - - - -. 013 203 . 0150 9 . 0 .4 17 .4 406 - 6 . 0 3 . 7 - - . 013 84 .0010 3 .4 .4 25 . 0 407 18 .0 - - - - . 013 10 . 0100 6 . 7 0 . 0 9 . 8 408 30 . 0 - - - - . 013 20 . 0125 10 .6 0 . 0 46 . 8 Otp of batem, 01am;2aftoettg Mepartment of Public berbicet One balem green (978) 745-9595 Olxt. 321 STANLEY I.60RNSTEIN,P.E. City engineer fax: (978) 745-5877 Director of Public Services March 9, 1999 Vincent Dibiase Inc. P.O. Box 780 Lynnfield, MA RE: Patton Rd. Drainage Dear Mr. Dibiase: Having met with your engineer and reviewed his calculations,I can say that while a final design has yet to be developed, I concur with his conclusions. Due to the impervious nature of the pre-development site,the total runoff should not be increased dramatically. There will, however, be and increase in peak runoff due to the new drainage system. Replacing the pipe across Loring Ave with a larger size will be the best way to counter the effects of the increased peak flow. I do believe that your engineer, Mr. Doherty, needs to be allowed to spend more time determining the appropriate size of the pipe crossing Loring Avenue. This task will also be necessary to satisfy Mass Highway. Please call me if you have any further questions. r Sinc Michael Collins, Assistant City Engineer DRAINAGE CALCULATIONS For PATTON ROAD SUBDIVISION SALEM. MASS. Prepared by: a�tN aFMgs PARSONS AND FAIR, INC. s� LYNN, MASS. O BEN EDI TL 'GA � ,,, JANUARY, 1999 >> No. 30571 'O9o�l�`CIS,rEP��w Fss/ONAI.EAG I. PROJECT DESCRIPTION This report represents the drainage design system for the proposed "PATTON ROAD SUBDIVISION" in the City of Salem, Massachusetts. The subdivision is proposing to construct nine single residential dwelling along a 400 foot paved road with a cul-de-sac at the end. The roadway will be an extension to the existing Patton Road and will consist of a 26-foot wide paved section with curbing and paved sidewalks on both sides. Each lot will have City water and sewer. II. DESIGN CRITERIA The Rational Method was used to determine the run off discharges for the sizing of the roadway drainage system, based on the 10-Year Design Frequency. The Coefficient of runoff was based on surface coverage and their weighted average was used. 111. DESIGN The drainage design for this subdivision is based on the roadway drainage system collecting the additional rainfall runoff from the roadway and adjacent roof drains and draining it into the existing drainage system.on Loring Avenue. The present design and grading as shown will collect the runoff and discharge it into the proposed new 42 inch drain pipe on Loring Avenue. In addition, the construction of the new 42 inch pipe will also improve the existing drainage problems in the Moffard Road / Station Road area. The design of the 42-inch pipe at Loring Avenue is based on the total watershed area as determined from the City of Salem topographical plan and available drainage plans. The peak discharge for the 10-Year Event was determined to be approximately 126 cfs and the peak discharge from the extended Patton Road would be approximately 4.8 cfs. CALCULATIONS FOR RUNOFF E)ET-EK I NQTIDN FOR S AA4LL AIMS pRQJ. LCK.4TION l>af�en /2e.�✓ D�rjIGN STORM _ YEAR FRFamJENCr ' COMP. BY DATE i // cHF.KD. BY CSTE SHEET eF PPIN PIPE E LET TO PI PS OUTL>:T T Rou H 6H RE.4Cj4 THKpUGN Qg,grH rte- L OWL A d, CA CA TiMi Or CONCt MMATION C i1�aNN�1 LIN$ d d Z q ore Dlo>: Q �n PIPC Z LD"TION BL . C + LOC4rtoN 6LEv, aerG3 acrd noes 0H FACTOR i r,,;n ;�� full �� a c.f.s s�ZL rr f,S. ft./t f.ps_ fact mos Par7WILIR p,w/V / O0 1J M N ! 2 .015' o/t, �3. Z �l. 50 0, 57 o, y5 O . 2� o . 2� 5 5.5 /. // /2 . a15 .orl,7 .ors 0 pnoH 2 L/ 50 n!y 3 5(. 75 O. 73 0. ��l <J. N7 O, 73 5.32 5.5 </. D -- - . .. DMra 3 �. 5n Dr �rJ y �52,1500.2l, 0. 90 0. 23 0. 91� 167 .0 L ,80 l2 oi5 ,O'> - 6 0,2 DMrr L/ 1/700 D1.•rra 5 �/y fo _ _. 7 6 �/, v /5 o, 5 ,o ti.g so o,o io" N 5 . ... 5 0M7� Lo 28.75 0. Sto — — -- - S 9v a v o /h 0/5 --- - 2l ° v Ce (0.°5 �. 0 I./,go /5 .0! - -- -- — — .S6 0. ev --- _ (o.ly .o � p /� •org . v/5 ,9 Iso O. '/3 - — 9Lv ,3—tF7 D /o -- N -,a — 12 �i �IN „ - -- /0.70 b. 9(o I 1110 0,47 G,7 4 Or.riN r! CMN IQ 70.11 55 &5 not, ick 3, 3 197 N2 . 0/5 .a /5 DRAINAGE CALCULATIONS For PATTON ROAD SUBDIVISION SALEM. MASS. Prepared p�tH OF PARSONS AND FAIA, INC. Qaa� ssi't I/ BE:lE 0 LYNN, MASS. JANUARY, 1999 J IV .pFN0..30571® 4 ' ��S/ONAL I. PROJECT DESCRIPTION This report represents the drainage design system for the proposed "PATTON ROAD SUBDIVISION' in the City of Salem, Massachusetts. The subdivision is proposing to construct nine single residential dwelling along a 400 foot paved road with a cul-de-sac at the end. The roadway will be an extension to the existing Patton Road and will consist of a 26-foot wide paved section with curbing and paved sidewalks on both sides. Each lot will have City water and sewer. It. DESIGN CRITERIA The Rational Method was used to determine the run off discharges for the sizing of the roadway drainage system, based on the 10-Year Design Frequency. The Coefficient of runoff was based on surface coverage and their weighted average was used. 111. DESIGN The drainage design for this subdivision is based on the roadway drainage system collecting the additional rainfall runoff from the roadway and adjacent roof drains and draining it into the existing drainage system on Loring Avenue. The present design and grading as shown will collect the runoff and discharge it into the proposed new 42 inch drain pipe on Loring Avenue. In addition, the construction of the new 42 inch pipe will also improve the existing drainage problems in the Moffard Road / Station Road area. The design of the 42-inch pipe at Loring Avenue is based on the total watershed area as determined from the City of Salem topographical plan and available drainage plans. The peak discharge for the 10-Year Event was determined to be approximately 126 cfs and the peak discharge from the extended Patton Road would be approximately 4.8 cfs. ' CALCULATIONS FOR RUNOFF DETmmj NATIDN AOR S A'ti4L.L AREAS P901 LOCATION />af/-en /GOpDESIGN STORM YEAR FI F..QUZ JCS COMP 8Y DATE i I' CHEKD. BY LATE Sh1iiET of MVM P►PE INLET To PI PE QUTLETJ THROUGH REAC TNROU6N RF�SGH tLoW- FLOW- T L11J$ LING ACL CA ,, LCAd TtMc OT coNGSNTli�TtoN I Q ore NNE1.. v. P1P6 CDwE OluU So ►� Z' Uo"TION GLEv, LOCATION 9LEv, aeit3 dots acres eH L FAC-ToR t r.in ;� Raw G F.s. Sam- n 4 P.3. fL/f f P9. {tet 11 5, pr•vN / °0 DMN / 2 .0/5 .O/t, Z 6/, 50 0, 57 O, y5 0 . 2-(, l 0 . n' 0 5 5,5 /, y/ /2 0/S D .0/5 -03J7P/1111142 1,1. 5vMt1 3 5b, '761 0, 73 0. 6`/ 0, 4/7 0, 73 5,32 5.5 /• O / /Z v/5 .03r7 7./ /cg 0.35 Drlra 3 "5r) Ornra y52250 F0.210 0, ?0 0, 23 O. glo S67 .o � ,g0 12 0/5 oy 0,2 &I pa Y y200 *>n•r1-7 5 y9 90 ° ' . 0151 ,o ti, .o DMFr S. _ ... 3/. /�j >)M7-r Lo 2,q,75 °' q2° S•9L v o /5 0/5 :0 9,e So o,0 ��>)MN Tt v c - - -QO . � T7MH 8 /1a,7 O , qto ---- ---- 01-4;4 - .- �y2�, n,wrfr a r2 0. ql, lF ------ - 3, 57 12.E U 015 0,17 ONrra r/ rJwrrJ rp 7U,d ,. . 5hFs.y 39• �I(i IG� 3. 3 127 y2 , 0/5 •a /g a f DRAINAGE CALCULA77ONS For PATTON ROAD SUBDIVISION SALEM. MASS. Prepared by: PARSONS AND FAIA, INC. moo`' BENEDICT J ` LYNN, MASS. x QOh JANUARY, 1999 / " U L No. 3 v FSS�ONALEa' I. PROJECT DESCRIPTION This report represents the drainage design system for the proposed "PATTON ROAD SUBDIVISION" in the City of Salem, Massachusetts. The subdivision is proposing to construct nine single residential dwelling along a 400 foot paved road with a cul-de-sac at the end. The roadway will be an extension to the existing Patton Road and will consist of a 26-foot wide paved section with curbing and paved sidewalks on both sides. Each lot will have City water and sewer. II. DESIGN CRITERIA The Rational Method was used to determine the run off discharges for the sizing of the roadway drainage system, based on the 10-Year Design Frequency. The Coefficient of runoff was based on surface coverage and their weighted average was used. III. DESIGN The drainage design for this subdivision is based on the roadway drainage system collecting the additional rainfall runoff from the roadway and adjacent roof drains and draining it into the existing drainage system on Loring Avenue. The present design and grading as shown will collect the runoff and discharge it into the proposed new 42 inch drain pipe on Loring Avenue. In addition, the construction of the new 42 inch pipe will also improve the existing drainage problems in the Moffard Road / Station Road area. The design of the 42-inch pipe at Loring Avenue is based on the total watershed area as determined from the City of Salem topographical plan and available drainage plans. The peak discharge for the 10-Year Event was determined to be approximately 126 cfs and the peak discharge from the extended Patton Road would be approximately 4.8 cfs. „ CALCULATIONS FOR RUNOFF 0ETF-KM1N4n0N FOR 5Ag4LL AREAS Pgoi. LOC„4T10N /9afforr /Zeas✓ DESIGN STORM YE,arz 1=>zm=srid:�.r COMP. -SY MATS // CHEKD. BY DATE SHcaT of F'RrvM PIPE INL T I To PI PE OUTLET THROUGH RF.A CM TURDUC,N gg,gGH rte- FLoW- T LINE LINT Ad. CAd LCAd TL"� GONGFiNTQATtON Z Q ore UPF ^ P1P6 C ofvE Qfull -V _ �.pr.AT10N 6LE1/, LOCATtaN 6LEV, aerGs acres nert3 AN FACTOR tCAin in/hr_ e.f.s, 8lZ>: � FLAMI( aP.3. it/t f.ps. fest nwj5, i pnv/-/ / (,3.00 DnaN 2 (.1. 5o r2 .015 W/ / 0, 57 O, 115 0 . 2ro 0. 2.(o 5 5.5 / y, /2 ' 015 G/. go n4y 3 �S 0. 73 0. �•/ O. N7 0, 73 12 .1)15 5,32 .5.5 4/ O / /2 .o,5 0 JN 3 ro. 5n 0 ,-414 1/ 5 '2,60 0.2/, o. 9n 0.23 o. 9io S&7 6.o � ,go 12 015 oy 7.e, 0,2 41700 �t•6 ni o.o :. .. ...._ D n.q N 5 .. 5 D M 7-f is -- - - - (A (a.o5 05 oi•$ .S6 O, iso 0. �I3 iyz�: DMH /3.17 o►�u.y-- I3 t77D�rrz ,o Cr”, 6u 0.17 ---- /0.7v 'O. 9(o 'ell •OI fo,° )4111 0, 47 12 5h 6.539. �t1. icl- 3. 3 127 `/2 . 0,5 •0 /5. DRAINAGE CALCULATIONS For PA7TON ROAD SUBDIVISION SALEM, MASS. P�ZH Of�q I Prepared by: PARSONS AND FAIA, INC. ��� BENEDICT J q� LYNN, MASS. o QU' s`t4 JANUARY, 1999 " (� o_ 3 ® n 90�C'JSTE���4��g� �S��NAL ENG I. PROJECT DESCRIPTION This report represents the drainage design system for the proposed "PATTON ROAD SUBDIVISION" in the City of Salem, Massachusetts. The subdivision is proposing to construct nine single residential dwelling along a 400 foot paved road with a cul-de-sac at the end. The roadway will be an extension to the existing Patton Road and will consist of a 26-foot wide paved section with curbing and paved sidewalks on both sides. Each lot will have City water and sewer. II. DESIGN CRITERIA The Rational Method was used to determine the run off discharges for the sizing of the roadway drainage system, based on the 10-Year Design Frequency. The Coefficient of runoff was based on surface coverage and their weighted average was used. 111. DESIGN The drainage design for this subdivision is based on the roadway drainage system collecting the additional rainfall runoff from the roadway and adjacent roof drains and draining it into the existing drainage system on Loring Avenue. The present design and grading as shown will collect the runoff and discharge it into the proposed new 42 inch drain pipe on Loring Avenue. In addition, the construction of the new 42 inch pipe will also improve the existing drainage problems in the Moffard Road / Station Road area. The design of the 42-inch pipe at Loring Avenue is based on the total watershed area as determined from the City of Salem topographical plan and available drainage plans. The peak discharge for the 10-Year Event was determined to be approximately 126 cfs and the peak discharge from the extended Patton Road would be approximately 4.8 cfs. CALCULarloNs FOR RUNOFF DETERdIAINAnoN FOR SM4LL AREeS pRQ1. LOC.4TlON /Da��en /lee„ ;/ CHF-K IGN STORM YEAR FXM4PJzNc%r Comp $Y 17ATSKD. 8Y v,�sTE SHc>ET of MVM PIPE INLETTO PIPE OUTLET THROUGH REq j4 TNROUGN RE.AGII '�^/' FLOW- TtMN agr CONC&WrATION LINE L1NBd �CAd 17 I Cy{t►NN� P1P6 LOCATION 6LEV LOCATION 6LZV, s acres OH FACTOR t twin in/hr Q C2 GIpE Qfull 50 n .L+ �� e.f.s stz>✓ n apa. ft,/ft- f.ps. feet �rLa pnvN / (03.00 DM// Z b/. 50 v . Zln 12 1015 .ole, 5 5.5 /. y/ /2 . 015 . 0/1,7.1)15 .0DoH 2 L1. 50 ndt/ 3 �j(o. 75 7 0. 73 5.32 S.5 4/. 0 / 12 0. 90 0. 23 O. qt� 3:&7 .0 4. ,80 12 , 015 0y1 0.2 oMN H 4/700D^•�u 5 /`/ 9a _ 4/. O 15 . 015 0 H•F, Se 6.0 M7-/ Co Z8.7S - 4.e Sn o.o 2y 0u ^ DM9a .7G ._. ..iv 2(_ILIO 05 11.6 .S6 O'erg --- -- _.__ 4 OM3 - DMJT �j— �3. � 7 D7vlF?' 70 _ - ---- 12 c, _ ' I9-7 /6-J-0-1 'O. clip - >) e.rla /1 Dr�rrJ IQ 7U.d • 55 fs.5 39. �I(o I�• 3. 3 127 `>'2 . 015 , a /g _---_---^,.,:._-_— __-_--- � • ��: _ :;,r . _ ..111.1 ,, :�,� , ; = DRAINAGE CALCULATIONS For PATTON ROAD SUBDIVISION SALEM, MASS. Prepared by: oFry�J3q I PARSONS AND FAIA, INC. o`' BENEDICT 1. c?^ LYNN, MASS. a Q IRK, JANUARY, 1999 305 A oF�G/ST£Q N, ass/ONAL`��6\ I. PROJECT DESCRIPTION This report represents the drainage design system for the proposed "PATTON ROAD SUBDIVISION" in the City of Salem, Massachusetts. The subdivision is proposing to construct nine single residential dwelling along a 400 foot paved road with a cul-de-sac at the end. The roadway will be an extension to the existing Patton Road and will consist of a 26-foot wide paved section with curbing and paved sidewalks on both sides. Each lot will have City water and sewer. II. DESIGN CRITERIA The Rational Method was used to determine the run off discharges for the sizing of the roadway drainage system, based on the 10-Year Design Frequency. The Coefficient of runoff was based on surface coverage and their weighted average was used. Ill. DESIGN The drainage design for this subdivision is based on the roadway drainage system collecting the additional rainfall runoff from the roadway and adjacent roof drains and draining it into the existing drainage system on Loring Avenue. The present design and grading as shown will collect the runoff and discharge it into the proposed new 42 inch drain pipe on Loring Avenue. In addition, the construction of the new 42 inch pipe will also improve the existing drainage problems in the Moffard Road / Station Road area. The design of the 42-inch pipe at Loring Avenue is based on the total watershed area as determined from the City of Salem topographical plan and available drainage plans. The peak discharge for the 10-Year Event was determined to be approximately 126 cfs and the peak discharge from the extended Patton Road would be approximately 4.8 cfs. CALCULATIONS FOR RUNOFF DETFKMINATION FOR SMqu ARES PRQJ. LOcgT10N �at�en /lama 06G1G14 STORM YEAR FIMQUgNor COMP. BY DOTEii CHEKD. BY DATE �cy���T- of MOM PIPE "LET TO PI PE OUTLET THROUGH RZZG THROUGH FZE�3GJ 1 'mow' FLOW- LINE A d. CA d �CAd TAMS e� GoMe-MMMATION C}�NN e� PIPS C I q arc DIOE Qfu11 So Z PC L40"TION &L-EV. LOCATION 5LEV. aert3 acrCS nems 0H FAe7oR i r„in ;� + G f.� SIZL n aP.e. ft/ft- f.p5. fact mats Pa r 7-ar ti/ R pry/-/ (/ 12 .015 .o/t,03.00 DMN Z x/. 50 0. 57 0, 415 0 . o. 2 5 5.5 /• // /2 . 015 1 .01(,7 O l.l, 50 3 .ors .0317 MN 2 Mrd J2 r51,, 75 O. 7,3 0. &,/ 0. L/7 O, 73 5.32 5.5 </. 0 / /Z - - vr5 .03x7 7./ /y� 0.35 Dr4ar 3 ro. 5n D1 �1t1 Y 52,500.2Co 0. 90 0. 28 0. 9(0 S -7 o L gp 12 0�5 oy g 0,2 DMr.1 N L/7. o0 9n•1" 5 75 28. .. o, 9t0 S9le 0 o / " a _. --- � (,.05fU aur , 05 1 vi.6 .560'ev A r LO 20 d/o,7 --- -- _ 0 4 _._._ . 5 . v/5 9 iso O, 4/3 0. 910 (o.Ll�'j c480 /F� or�j •07s' Lo.0 4�0 o. /I D►�ar-y--- X3. 57. .DrvrrF ro _- _ J2.4.17 LI.A6 /,8 o./7 - --- n. ----- 10.70 10. 4/., •Or 6.1, I 0, 47 t-14 14 12 70,0 . 55 615 3`(• �t(0 ICF 3 12 3 7 72— . 0 5 •a /g '� ��gONU1T n Z CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS, CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construct on & The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. t' R�r . , 13. to 7. The Fire Department must approve the plan regarding access for,fire fighting. 8. Noise levels from the resultant establishment(s) generated by ' operations including but not limited to, refrigeration and heating; shall t ;,`.: not increase the broadband sound level by more than 10 dB(A),"above Wi� :, 'N „ the ambient levels measured at the property line. ..' 9. The developer shall employ a method of maintaining the,'catch basins x including cleaning at least annually. , 10. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the-project.F �i Z 11. The resultant establishments) shall dispose of all waste'materials' x resulting from its operations in an environmentally sound:manner as described to the Board of Health. 12. All blasting shall be done in accordance`with fire codes.',. 13. The developer shall submit the final plan, including the,'..drainage plan approved by the Engineering Department. ;: 14. The developer shall notify the Health Agent when the project is '. complete for final inspection and confirmation that above"conditions have been met. If I may be of any assistance to your Board, please call me All ; * m ` H Sincerely yours, Fo the Board of Health, ry ,+n N, ¢ r ak :{ �• p4'a r° /f e'` i �t, g v 'Joanne Scott „ Health Agent N cc: Paul DiBiase Chuck Faia -57 b r ENVIRONMENTAL IMPACT STATEMENT FOR PATTON ROAD SUBDIVISION SALEM,MA OWNER VINCENT DiBIASE INC. P.O. BOX 780 LYNNFIELD,MA PREPARED BY: PARSONS AND FAIA INC. 60 LEWIS STREET LYNN, MASSACHUSETTS 01902 INTRODUCTION This project consists of developing four (4) acres of currently vacant land at the end of Patton Road. The proposed subdivision will consist of nine (9) single family dwellings and requires the construction of approximately 450 feet of roadway. NATURAL ENVORONMENT 1. Air a. During Construction, equipment may generate smoke and excavation dust. b. Equipment to meet OSHA standards for exhaust emission and calcium chloride and/or wetting will be used in areas of open excavation to minimize dust. C. Prevailing winds from the site head in the direction of residential neighborhoods. d. None proposed. e. None proposed. 2. 2. LAND a.This lot is currently unused and consists of approximately four (4) acres at the end of Patton Road. b.A Topographical Survey was prepared which shows the property elevations. Elevations throughout the site vary from 26 feet in the lowest area to 91 feet at the highest point. All elevations refer on the City of Salem base. The site features ledge outcrops along the southerly side of the proposed street. Proposed alterations to the topography are shown on the plans. It should be noted that an effort was made to minimize the amount of blasting that would be required. Trees within the proposed roadway, dwellings, and utilities locations will be removed. All other trees shall remain. Because the proposed subdivision is for a residential neighborhood, lawns and landscaping will typically be placed over undeveloped disturbed soils. i 3. c. Ledge out crops and boney glacial till. d. Surface soils were a boney glacial till with no ground water encountered to depth of 11 feet. e. Percolation testing was done in three locations. Rates varied from 4 minutes per inch to 10 minutes per inch. f. The lot, as described above will be permanently effected by'construction of the subdivision. g. Roadway design adheres to existing grades as much as possible. Maximum fills to be 3 to 8 feet with maximum cuts to be approximately 3 to 10 feet. WATER a. Storm water management was used. b. The largest area to be excavated will be roadway. The excavated area would be expected to remain exposed 2 to 3 months at the most. Use of mulch and the judicious placement of hay bales shall insure minimal impacts due to erosion and sedimentation. 4. C. 1. See subdivision plans. 2. Sediment traps to be placed in proposed catch basins. 3. Loam and seed to be placed over potential erosion areas. 4. Areas which do not require alteration for building Purposes to be left unaltered so as to preserve existing vegetation. Except where topsoil has been previously stripped, these areas will be revegetated. 5. The proposed development was designed to minimize blasting and site work. d. MDC gas traps are to be placed in all catch basins. e. N/A f. Project will not significantly alter groundwater conditions. g. Same as f. h. N/A i. The subdivision will help decrease the incidence of flooding. j. N/A 5. 4. ENERGY a. The homes will run on electricity and gas or oil heat. The amount of energy would be in line with any ordinary home. b. A small increase in demand will occur. c. The energy would be obtained from the appropriate local utilities. 5. NOISE a. During construction, machinery will create noise. also, some blasting will take place. This noise will take place only during working hours. No noise out of the ordinary is to be expected upon completion of the project. b. Other than being a slight temporary nuisance, construction noise should have no adverse affect on neighboring areas. c. All machinery to meet OSHA standards. 6. LOCAL FLORA AND FAUNA Existing wooded land will be saved as much as possible and disturbed areas will be foamed, seeded, and landscaped. 6. MAN MADE ENVIRONMENT 1. Land use a. Project will conform to current city zoning. b. Adjacent areas are residential neighborhoods. c. N/A I d. The site is off of Loring Avenue, a main transportation route, and is located minutes from shopping, education and recreational facilities. e. N/A 2. DENSITY a. Lot No. No. Bedrooms Floor area Ground Cover 1 to 9 3 to 4 per lot 3,000 s.f. 1,500 s.f. b. 15% of tract to be covered with building or pavement. c. 85% of tract should be open space. 3. ZONING a. Zoning district R-1 b. Zoning district R-1 7. 4. ARCHITECTURE a. As many trees as viable will remain on the site to help blend existing with proposed features. b. Two-story dwellings are proposed, as are most of the existing dwellings in the adjacent area, c. N/A d. Dwellings proposed will be wood framed structures. No common areas exist. e. N/A PUBLIC FACILITIES " 1. Water Supply, Flow, Pressure & Distribution a. N/A b. Impact on fire services, due to this proposal, will be negligible. The proposed street with its turning circle can accommodate all equipment presently used by the department, and water for fire purposes will be available from the proposed hydrant, which will be placed in accordance with Fire Department and DPW requirements. 8. The proposed new roadway will be serviced by a new 8-inch diameter ductal iron water main, which is to be constructed from the existing main This main is designed to provide both domestic water service and fire service to the project. Based on water consumption figures from Title V projections, it is our opinion that the proposed development will use approximately 3500 gallons of water per day. There will be no significant impact on the City water supply due to this proposal. 2. Sanitary Sewer Connection, Distribution & Ffacilities a. Sanitary sewer service is to be provided the proposed development by a new 8-inch diameter sewer main to be constructed in accordance with Salem DPW standards: The sewer will be connected with the existing main in Moffat Road, which has the capacity nessary to accommodate the additional 3500 gallons per day, which is the estimated flow from the new dwellings. No negative impact is anticipated on the City's sewer system due to the proposed development. b. Residential c. South Essex Sewer District. 9. 3. Storm Drainage Facilities a. Storm water runoff will be collected by catch basins within the roadway 4. Disposition of Storm Water See subdivision plans and drainage report 5. Refuse Disposal a. Refuse generated will be typical of 9 dwelling units. b. Refuse will be picked up by City rubbish collection, which will include recycling. 6. Traffic Facilities a. The proposed subdivision and new roadway will have a minimal impact on the traffic along Patton Road and the adjacent streets. With the development nine(9) new dwellings, it is anticipated that approximately 64 new trip ends per day will develop. b. Sidewalks will be provided c. Parking will be provided within driveways/garages of each dwelling. 10. 7. Electric Power a. Power used will be typical of 9 dwelling units. b. Power will be obtained from local utility, probably through underground conduit. 8. Gas (if Installed) a. Gas to be used typical of use of 9 dwelling units for heating and cooking purposes. b. Heating and cooking, etc. c. Gas will be obtained from local uti!ity through underground piping. 9. Community Services 1.Schools a. It is anticipated that the addition of the proposed 9 new dwellings will provide an additional eighteen (18) people for the City school system, which has physical plant and staff sufficient to accomodate this extra load. b. Elementary and high school exist within one mile of site. 2. Recreation No negative impact to the City's recreational facilities or programs is anticipated due to this proposal. i 11. 3. POLICE a. 40 b. 16 4. FIRE a. Nine (9) dwellings b. Wood framed single family dwelling. c. Extension of existing public water supply by developer. 5. PUBLIC WORKS` a. 450 b. sewer = 700+/- Drains = 1000+/- Water = 750+/- 6. HUMAN CONSIDERATIONS 1. Aesthetics & Visual Impact a. Proposed development will be in the character of adjacent residential neighborhood. b. See 1A 2. Parking, Forests & Recreational Areas a. N/A b. N/A 3. Public Health a. Connection of current facility to municiple sewer shall improve the water quality of the abutting Air quality and noise levels will remain unchanged. 12. SUMMARY It is the opinion of this firm, based on our investigations, that the construction of this proposed roadway and the dwellings as described will not result in a net negative impact on the City of Salem. Li i Y 0 F JALEM, MA p �it of 'Sale ttr 'MMS$MC4uselts C1 IVS OFFICE e �Ittnnitlg �uttra 1999 AN -S A 8.' 42 Ably Mall oSalem.,A ssaaelpmells 01970 NOTICE TO BE ATTACHED TO FORM "C" APPLICATIONS See Form "C" applications for complete Instructions for filing. All Insertions shall be typewritten or printed neatly in ink. JANUARY 5 , 1999 Date: ------•---•--••----•-•........................ I City Clerk Salem, Massachusetts, 01970 Dear Sir: I hand you herewith hvo copies of Form C, an application submitted this day to the Planning Board of the City of Salem requesting an approval, by the Planning Board, of a definitive plan filed wily this application. The subdivision shown on the plan Is'called ".______PATTON ROAD ___ _ _ LOTS 1 THRU 9 PATTON ROD A • ' 1 and is located on streets now and/or tentatively known as ___._............. ......................-........................................................................ (insert streets and street or lot numbers) inWard ....................•---- � i Signature of Owner11. C� Fvv�.-•- 2i ------1?r---- S P 0 . BOX 780 3 Street Address LYNNFIELD, MA 01940 j City/Town and State --- ....... -------------............................................... __._ .- 978-745-1625 TelephoneNumber ------------------------------------------------------__----------••------- - Wy OF CIER, ,s ° �M FFJ MA p (Ifi# of 'Sttlelit, A10011djuse#s ce �tlxtul'ulg �anrD 1999 JAN -S 8` 42 41tin Matt e9alem,�Iaaaarhwelb tlt9Ta '. FORM C APPLICATION FOR APPROVAL Of DEFINITIVE PLAN In accordance with the provisions of Section 11I-Il the applicant must file, by delivery or registered mail, a Notice with the City Clerk stating the dale Of the submission for such determination. The no. tice shall he attached to two copies of We Form C application. The notice and both copies of the ap- plication must be "date stamped" by the City Clerk and then one copy of tills Form C, with the Plan, filed with the Planning Board by the applicant. All notices and applications shall be typewritten or neatly printed In Ink. Salem, Mass.,........JANUARY 5 To the Planning Board: -•--•-................ .........19._9 9 The Undersigned herewith submits the accompanying Definitive Plan of property located in the City of Salem for approval as a subdivision under (he requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board In the City of Salem. I. Name of Subdivider VINCENT DIBIASE INC . - P. 0 . BOX 780 Address ....._........__. LYNNFIELD, MA 01940'5 2. Name ofEngineer orSurvcpor •__PARSONS AND FAIA INC-. ------ "'-._ -- ST . , LYNN, M ----•-- 019 0 2----------------- •--------- .------- .-------- ••6 0 L---•---- E W I S Address ....-- 3. Deed of property recorded in ...............SOUTH___..-... - "" " Ilegislry, 15031ITY Book ...._.................................. Page ................................ 4. Location and Description of Propert - WESTERLY BY LAND OF AUGUSTA , NORTHERLY BY VARIOUS AUTTORS 0 'ff FAT ROAD AND CORING AVENUE, SOUTHERLY BY VARIOUS ABUTT... ...ORS ON ._.__... - .... - . PICKMAN ROAD AND -AYES R0--A--D-----S---o UTHWESTERLY BY -•----- - .............................................................. ....._._.__.._..- — HAYES ROADL WESTERLY BY DOW AND DIBIASE REALTY TRUST TO PATTON ROAD. 5. All streets and abutting lot lines shall be shown OH,(W Plan wit t4, tcs a aJ sc of the abutting Owners. g � �- �j�� �. Signature of Owner_ .._ _ •- � � r�Jt �s . Address----.._P . 0 . BOX 780, LYNNFIELD, MA 01940 _..__..------ 978-745-1625 •-"--.' . Telephone Number .......-.................................. A list of the names and addresses of the abutters of(his subdivision is attached, which shall be altestnl to by the surveyor. Verification will be made by the Planning Board. CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH, IRS,CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fav(978)740-9705 January 13, 1999 kNalter R. Power W, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive.'Plan' for the Patton Road Subdivision, as presented by Charles Faia, Registered Lind Surveyor and Paul DiBiase; with the following conditions: 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone numb&r of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition. and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The,developer shall submit to the Health Agent a written plan for dust control and street sweeping which'Will occur during consiF'ucticun. 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable ptable excavation material generated O'd clu'ring demolition and/or construction. 7.' The Fire Department must approve the plan regarding access for fire fighting. 8. Noise levels from the resultant establishment(s) generated by operations including but not limited to, refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A), above the ambient levels measured at the property line. 9. The developer shall employ a method of maintaining the catch basins including cleaning at least annually. 10. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 11. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of Health. 12. All blasting shall be done in accordance with fire codes. 13. The developer shall submit the final plan, including the drainage plan, approved by the Engineering Department. 14. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. If I may be of any assistance to your Board, please call me. Sincerely yours, For the Board of Health. �J�oanneScott Health Agent cc: Paul DiBiase Chuck Faia g��oxotr n e ID CITY OF SALEM BOARD OF HEALTH SpIt1��i�pept. Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREET HEALTH AGENT` Tel (978)741-1800 Nax:(978)740-9705 January 7, 1999 Mr. Paul DiBiase P.O. Box 780 Lynnfield, MA 01940 Dear Mr. DiBiase: The Salem Board of Health requests your presence at the next Board of Health meeting to be held Tuesday, January 12, 1999 at the Bowditch House, Nine North Street, 1'floor conference room at 8:30 P.M. The discussion will be the Definitive Plan for Patton Road Subdivision at the end of Patton Road. If you have any questions, contact me at (978) 741-1800. Sincerely, FOR THE BOARD OF HEALTH Joanne Scott, Health Agent JS/bas cc: Owen Meegan Chairman of the Board of Health and Members r 0 @m, 1�61em (56ezm SAN 6 1999 REQUEST FOR REVIEW COMMENTS CITY OF SEP M TT. HEA DEFINITIVE PLAN DATE` 5, 'CR9 TO: ( ) Building Inspector ( ) Superintendent of Streets ( ) City Engineer ( ) Fire Department (V) Board of Health ( ) Police Department ( ) Conservation Commission ( ) School Department Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section III of the Sub- division Regulations. We would appreciate your completing the form below and returning it to us. A public hearing on this application is tentativelv scheduled for APPLICANT: PROJECT NAME AND ADDRESS: CONTACT PERSONS AND PHONE: /Yy, b d Applicant: j� >1F%'�SIQ� City: PLEASE SUBMIT YOUR COMMENTS BY: R I ' 1 ' I (Failure to comment within 35 days shall be deemed as lack of opposition) ( ) Concur with proposal (Explain on reverse side. ) ( Wr Need more information (Explain on reverse side. ) ( ) Cannot concur with proposal (Explain on reverse side. ) ( ) Comments included APP/ leo«f i 0kcl fo PjP-5�-1 P/<tis �a t lc �o•id o 1 it ja.1V 4 01 a -G-9 REV EWER' S SIGNATURE TITLE DATE 2 L J A i 2 • 3 4 . .9:* ********** * * * t.Y: Y.Y. * Y: Y: t.* 'k Y: is Y: Y: *k * * * k k*k k Y: k k * k**Y: *k is*,k k *k k *** k** * **k* *******k***is* 6 7 6 9 k k**.*is**..*1.*is**** A A* * kis Y: * *. * **1:Y:***,**y:**k,**::t:>**is* #'*k*k;� Y:* ***h*.*Y:* * Y:.k* *:*Y:***.******k 10 . 11 12 13 •k1k * k* * * * * * * k * *** * ***** ** ** * *** * k * ** **k **** * * * * * * * * * ** * * * * * * k* * * *** k * * ******* ** * * * 14 0 Is 12 1e 1317 01.60 22 07.47 , 22 b1.48 17 e CENT DIBIASF INC BAR14ETTl5ALEM REALTY TRUST MCCARTHY THOMAS J � 1D sRARPRTI', NORA r MCCARTHY DOROTHY20 160 BOX 780 / PATTON ROAD 9 PATTON RD 21 a 0 1 NNF] EL:D MA 01940-0780 SALEM MA 01970 SALEM MA 01.970 123 16 124 19 25 22 01.49 22 0161. 22 0162 26 N3IISTA 0SEPH W GONET DAVID H PERRY RAYMOND J n RY R 28 PATTON ROAD 6 PATTON ROAD 4 PATTON ROAD 30 IFM ,11IA 01970 SALEM MA 01970 SALEM MA 01970 m 24 ,2 2522 0163 .22 0164 _.... . 22._.0165 _....... _. _. _...... _.. __._.. ---. 33 3< TOKS PETER T RYAN' CAROLYN J 7BYSZYNSKI JOHN F � 6 37 SURREY RD 2 SURREY ROAD 26 PICKMAN RD 0 - LEM MA 01.970 SALEM MA 01.970 SALEM MA 01970 a3o 3031 ao 22 0166 22 0167 22 0184 42 Ip + . W JOHN A M III 38(31N JEAN €2 PHE LAN KEITH M 33THERESA M j M BETH A 45 PICKMAN RD 20 PICKMAN RD 28 PICKMAN RD � • LF1M MA 01970 SALEM MA 01.970 SALEM MA 01970 Q 36 ee 37 _ _.. 22 0129 _._.. 22 01:3 0.. 2 2 013.1 ... _.. _. _ __.._ _....... 50 M 0��LI>FIEC�D C'ADY A WILKINS MARK A RILEY WI LIAM F 51 � 53 $1 MOFFATT ROAD 39 MOFFATT ROAD 47 ,MOFFATT ROAD m 0' LEM MA 07970 SALEM MA 01970 SALEM MA 07970 55 0 144 22 0132 22 0133 _ 22 0134 IN 0 GFTT JOHN ], CROTEAII DONNA M � 1OSSE PAUL JOSEPH � ,. KAREN, " " w 4 - e1 447 MOFFATT ROAD 55 MOFFATT ROAD 59 MOFFATT ROAD 62 M LEMA 01970 SALEM MA 01970 SALEM MA 01970 630 64 so 22 0135 31 0016 . _ ___ es MMINS RACTIEAL B VINC'BNT-DIBIASE� INC 167 0 ee MOFFATT ROAD P 0 BOX 780 70 O. _LEM MA 01970 LYNNFIFLD NIA 01.940-780 71 0 72 55 73 56 .Y 74 75 571 76 i i 4 e . 6 M 8 i 6 1 � ,1 k�:***,*,** ***********.*x*,*** **,**k:* *"*'* ,*-:**'k** ;*.4** *** ** 12 13 40 9z 14 40 * * kis************ * ** **** * * * ** * *** * * * * * **** * #* *** * * * ** *** **** *** ******* * * *** **.*** 15 12 16 13' 17 31 002;3 3.1 0024 31 002 16 . r 4 RX IN JAMES M THE13.1 AU f T (:T;EVEPNT, V HATCHER JENNIFER E 19 R ,TN � . n i 3 .': ,� , .: -s 21 20 1 PTCPMAN RD 10 PICKMAN RD 16 PICRMAN ROAD 22 0 � LEM MA 01970 SALEM MA 01.970 SALEM MA 01.970 23 13 24 1925 31 0026 31 0027 31 0028 m I�LIONEK LO11J~S S THER]-AULT;_CLEMFNT V LAPOIN'T'E MARY ANN 27 26 zo lE,l( h1AA01970 SALD 10 MI h1AAN RD 8 PICKMAN ROA ) 31 01970 SALEM MA 01970 3 � 24 32 zs 31 0029 31 0030 31. 0031 20.1 __ r ?'BERT LUCILLE M GUY STEVEN 'U MOOTAFIAN NLSHAN 35 27 x 37 3 P C(.AMAN ROAD 4 PICKMAN RL) 198 LORINc; AVE 33 . LEM MA 01.970 SALEM MA 01970 SALEM MA 01970 39 40 31 ,,. _._. _.. _ ,. 41 31 0032 :31 0033 31 0034 42 j ';UTHTER` NINA CHINKARL J. WILLIAMS PAULA M 44 „- n - - -, 44 6 LURING AVE 1-90 LURING AVE 1.84 LURING AVE 46 ` LFM MA 01970 SALEM MA 01970 SALEM MA 01970 47 ae 49 37• _. ... _.. 31 0036._. 11 00.37 _..... _..... _ __.. 5o 31 00353a FRANCESCO SANTO J I;INNEY ELIZABETH A c.:;LEASON DONALD G MOFFATT ` MOFFATT ROAD 9 MOFFATT RD54 4 1 55 LEM MA 01,970 SALEM MA 01970 SALEM MA 01.970 w 58 ...._ _ 57 31 0038 3T 0030 3.1 004044 . RDNER RICHARD A NII{OLOPOULOS t,EORGE BIK STEPHENss 'eo .161 bs MOFFATT ROAD 23 MOFFATT` RD 27 MOFFATT RD 62 OU;LE,',l MA 01970 SALEM iti1A 01970 SALEM MA 01970 63 4s65 31. t10 41 w.. . 5� MONT KEITH 67 66 ea MOFFATT RD 70 ' LFM MA 01970 71 0 72 55 73 68 74 7s 57: - 76 THIS CHECK IS IN PAYMENT OF THE FOLLOWING VINCENT DIBIASE, INC. 2031 P.O.BOX 790 LYNNFIELD,MAO 1940 537163/2113 PAY DOLLAFS CHECK DATE AMOUNT I TO THE OFlDE R OF CHECK NO. DESCRIPTION I I, ,:. THE WARREN FIVE rPEABODY,MA �1 - �� 11400203`111' i:12113716381: 0490i97891I' FAX TRANSMISSION CITY OF SALEM PLANNING DEPARTMENT ONE SALEM GREEN SALEM, MA O 1970 (978) 745-9595, Exr. 31 1 FAX: (978) 7460404 To: Gloria Pobiedzinski Date: January 5, 1999 Fax#: 922-4330 Pages: 3, including this cover sheet. From: Denise Sullivan Subject: Legal Ads COMMENTS: Gloria, Please place these legal ads in the January 7, 1999 and January 14, 1999 editions of the Salem Evening News. Please contact me at the Salem Planning Department at 745-9595, extension 311 if you have any questions. Thank you, Denise Sullivan . 2,.corrotr,�b� .� Ctu IIf 2I�EI1T� �CS$�IP��LlSk' 6 Plarating Pnttrtb 0xu> ttlsm (6rent MEMORANDUM TO: Assessor's Office FROM: Denise Sullivan, Senior Planner Planning Department DATE: January 5, 1999 RE: Certified Abutters List The Salem Planning Board is requesting a certified abutters list for the property located at the end of Patton Road (Map#22, Lot#160). The Public Hearing date is tentatively set for January 21, 1999. We would appreciate receiving this list two weeks prior to the Public Hearing date. Thank you for your attention to this matter. If you have any questions, please contact me at extension 311. �Ittnnir� �nnrh Arm, 'Massurbuutts s One !$aIrm (SrPrn REQUEST FOR REVIEW COMMENTS DEFINITIVE PLAN DATE:,�,'}�'� � 1 'CR9 TO: (./Z Building Inspector ( Superintendent of Streets ( City Engineer ( Fire Department ( Board of Health ( ) Police Department Conservation Commission ( School Department Attached please find the application referenced below. The Planning Board re- quests that you review this application relative to Section III of the Sub- division Regulations. We would appreciate your completing the form below and returning it to us. A public hearing on this application is tentatively scheduled for !� APPLICANT: PROJECT NAME AND ADDRESS: 6d CONTACT PERSONS AND PHONE: �-, / Applicant: � TX Q,�, City: -ry-�J �� PLEASE SUBMIT YOUR COMMENTS BY: ���'��''^�'['-'�) I 1 / (Failure to comment within 35 days shall-be deemed as lack of opposition) ( ) Concur with proposal (Explain on reverse side. ) ( ). Need more information (Explain on reverse side.) ( ) Cannot concur with proposal (Explain on reverse side. ) ( ) Comments included REVIEWER'S SIGNATURE TITLE DATE ` �ONUIT CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS,CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions. 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construct on 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. A4 � p v ' . . + sMG+✓, �lLn t�t �,5j � wf, 'fir$!' �Jf tj,*v ��, ^��. c 5'.,y 7:'The Fire Department must approve the Ian're ardin :access for fir P e pP P . . 9. 9.. fighting. 8. Noise levels from the resultant establishment(s) generated bye F a MM operations including but not limited to, refrigeration and:teating shall 1 „�� t not increase the broadband sound level by more than'10 dB(A)„above w u ```A the ambient levels measured at the property.line', 9. The developer shall employ a method ofmaintaihing the,catch basins including cleaning at least annually. 10. The developer shall disclose in writing to the Health Agent the origin of { ' any fill material needed for the project ��—� .,� 41 ,. t . ». #fix y'eta r .� ,�`k�"t`�> 11. The resultant establishments) shall dispose of all wastematenals k r resulting from its operations in an environmentally sound=manner as ” described to the Board of Health. ' "' S } t•��M:,: 12. All blasting shall be done in accordance with firecodes. . 13. The developer shall submit the final plan including the drainage^plan approved by the Engineering Department. 14. The developer shall notify the Health Agent when theproject is ,, x complete for final inspection and confirmation that aboveconditions have been met. 1 ,I ;4 If I may be of any assistance to.your Board, please call me. Sincerely yours, Fo the Board of Health, Joanne Scott Health Agent .: cc: Paul DiBiase _;;' Chuck Faia .{ a•`:'i +x.r �ONDIT 9Cv�� n � CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(978)741-1800 Fax: (978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions. 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition. and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during Constructhon 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. • u #{moi; µr„ r', �s�rM. `�*3�r y} +Y• *' 7 y Y A " 7" The Fire Department must approve the plan regarding access forfire �.`; ��.� °Y'�: fighting. * ' 8. Noise levels from the resultant establishment(s) generated by t fix operations including but not limited to, refrigeration`and heating,,shall not increase the broadband sound level by more than 10,.dB(A)`-above _ the ambient levels measured at theroPertY liner P 9. The developer shall employ a method oflmaintain,ing the,catch'basins, including cleaning at least annually. 10. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the-project.,-, 11. The resultant establish ment(s) shall'dispose_of all waste.matenals ,* Sb resulting from its operations in an environmentally soundmanner•as,x . `>,,� �� ,�„ .•n described to the Board of Health. j. br N'SiI I+ a I T:h� l'+4♦� Y L h 12. All blasting shall be done in accordance`with`fir`e.codes.': 13. The developer shall submit the final plan, including the drainage plan approved by the Engineering Department. +' 14. The developer shall notify the Health'Agent.When the project is $ " complete for final inspection and confirmation that above conditions n r; have been met. If I may be of any assistance to your Board, please call me. 4 y r W Sincerely yours, Fo the Board of Health, Joanne Scott Health Agent " b g cc: Paul DiBiase R Chuck Faia n pIr Safi• • -`t v��CONDII , ��/M1NB1A� CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS, CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition. and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construcuon 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 7.' The Fire Department must approve the plan regarding ac ess for fire`ice sJ fighting. , 8. Noise levels from the resultant establishment(s) generated by operations including but not limited to, refrigeration and heating; shall , ' not increase the broadband sound level by more than 10 dB(A); above° the ambient levels measured at the property line. r ' 9. The developer shall employ a method of maintaining the catch basins , %F including cleaning at least annually. 10. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the protect77 xgc 7 11. The resultant establishment(s)shall dispose'of all:t"*waste rrlatenals;,;A resulting from its operations in an environmentally;'sound manner.as�a z k described to the Board of Health. "- `" "t '' 12. All blasting shall be done in accordance�with-,fire codes 13. The developer shall submit the final plan, including the drainage�plan` . t approved by the Engineering Department. 14. The developer shall notify the Health Agent when the project isrys ', " complete for final inspection and confirmation that above"conditions, have been met. If I may be of any assistance to your Board, please call me: � , Sincerely yours, e } Fo the Board of Health, Joanne Scotte;f= Health Agent *'~ cry cc: Paul DiBiase rTy Chuck Faia 4r. F 4i - ',.W.Ai kyyY.' P4ti ^` �ONDIT n �• CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition. and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. ♦" s ARRO Wr rt rt 7.' The Fire Department must approve the plan regarding,access for fire ., V- d' fighting. rw 8. Noise levels from the resultant establishments) generated by operations including but not limited to, refrigeration and heating, shall.. µ not increase the broadband sound level by more than 10'dB(A)�above the ambient levels measured at the property line. § t t1 9. The developer shall employ a method of,maintai'ning'the"catch basins �` ' n including cleaning at least annually. t ° 10. The developer shall disclose in,writing to the Health Agent the origin of '' any fill material needed for the-protect MEi�r � 11. The resultant establishment(s) shall dispose of.all waste materials. .� resulting from its operations in an environmentally soundmanner as t described to the Board of Health. t:; 12. All blasting shall be done in accordance with fire.codes. .�. 13. The developer shall submit the final plan including the drainage plan approved by the Engineering Department 14. The developer shall notify the Health Agent when the project,is 3 complete for final inspection and confirmation that above conditions, 3 a3 have been met. If I may be of any assistance to your Board, please call me Sincerely yours, , Fo the Board of Health, - . Joanne Scott Health Agent cc: Paul DiBiase Chuck Faia t- S ' �,coxolr CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO HEALTH AGENT NINE NORTH STREET Tel: (978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions. 1. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer, 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during ConstruCt on 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. � .sr�!.mM.y�%»�jLs.t �r�'i'l+t`"fi%''�{°P"�:�S�a"�tf 'v .k�"�xYiF� .{hes • .i. +d 7The Fire Department must approve the lan re ardor access for.fire P PP P 9 g , fighting. r , 8. Noise levels from the resultant establishment(s) generated:'bya +, operations including but not limited to,refrigeration and;heatmg *shzall .E r � not increase the broadband sound level by more than 10 d6(A) above q ezp the ambient levels measured at the property line. 9. The developer shall employ a method of maintaining the catch basins ° including cleaning at least annually. : 10. The developer shall disclose in writing to the Health Agent the ori of any fill material needed for the-project Tete' " & 5� 11. The resultant establishments) shall' 1. dispse"of all waste mate it also resulting from its operations in an environmentally sound.manner as a , x� described to the Board of Health. "a � `°• 12. All blasting shall be done in accordance'with fire.codes 13. The developer shall submit the final plan, including the drainage plan , approved by the Engineering Department 14. The developer shall notify the Health Agent,when the project is mss complete for final inspection and confirmation that above"conditions , �F ' have been met. � :. If I may be of any assistance to your Board, please'call me. � ' ` Sincerely yours, ` ° Fo the Board of Health, / �� a..v�, .W a� ,Y��,µr•�MY+� r^'Y? A�� ��* I ;'��'Y .E. :.F Joanne Scott +; y Health Agent cc: Paul DiBiase ;fChuck Faia � 4 a 4 re} r„b rg 3 0 CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS,CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax: (978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions. 1 . The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during COnstruct on 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. �� r �a i l } A 7 ' The Fire Department must approve the plan regarding access for fire_ fighting. s 8. Noise levels from the resultant establishments generated by operations including but not limited to,;refrigeration and heating;,shall a not increase the broadband sound level by more than 10 dB(A);above the ambient levels measured at the property line.. r � r4 9. The developer shall employ a method of maintaining the,catch basins .ti including cleaning at least annually. 10. The developer shall disclose in.writing to the Health Agent the origin of any fill material needed for the protect .,�� 11. The resultant establishment(s)shall dispose of all.waste mate nals resulting from its operations in an environmentally:soundomanner as ; ��,;,' ; described to the Board of Health: 12. All blasting shall be done in accordance•with�fire,codes ; f 13. The developer shall submit the final plan, including the.drainage plan approved by the Engineering Department: 14. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions ` <' have been met. If I may be of any assistance to your Board, please call me. Sincerely yours, -} Fo the Board of Health, �jr. Joanne Scott f 4 4. Health Agent -. cc: Paul DiBiase , 4 , Chuck Faia t a , # wrA Y k Y 4 3XS C r cvg�CONDIT ' 9 v e n � ���MINB CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS, CHO NINE NORTH STREET HEALTH AGENT Tel: (978)741-1800 Fax:(978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions: 1 . The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition, and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during Construchor 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. ,. ^, J Y1�Rzp : 7:`The Fire Department must approve the plan regarding access for fire t+ %1J '�a fighting. 8. Noise levels from the resultant establishment(s) generated'by e, m � operations including but not limited to, refrigeration and'heating +shall a fixes ? not increase the broadband sound level by more than 10 dB(A) 'above x f`$ the ambient levels measured at the property line. 9. The developer shall employ a method ofmarntain.ing the.catch basins „ . including cleaning at least annually. 10. The developer shall disclose in.writing to the Health Agent the origin of any fill material needed for the protect . „ .tom, r �,+ t4,,:' �m`q? ; y'f�y1 +J" 7 11. The resultant establishment(s) shall dispose of all waste'' resulting from its operations in an environmentally sound.manner as described to the Board of Health. 12. All blasting shall be done in accordance with fire codes , F 13. The developer shall submit the final plan, including the.drainage approved by the Engineering Department d s : �` 14. The developer shall notify the Health Agent whe�n,the project is ”^i '`� ' � complete for final inspection and confirmation that abov"e`conditionst R. have been met. If I may be of any assistance to.your Board, please call me., 4 :; ri. Sincerely yours, w x Fo the Board of Health, Joanne Scott „y W Health Agent cc: Paul DiBiase . , Chuck Faia N 4 d M,:'NYIy^y'�h R v��CONOIT CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH, RS, CHO NINE NORTH STREET HEALTH AGENT Tel:(978)741-1800 Fax: (978)740-9705 January 13, 1999 Walter B. Power, III, Chairman Salem Planning Board One Salem Green Salem, Massachusetts 01970 Dear Mr. Power: At its meeting on January 12, 1999, the Salem Board of Health voted to approve the Definitive Plan for the Patton Road Subdivision, as presented by Charles Faia, Registered Land Surveyor and Paul DiBiase, with the following conditions. 1 . The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. 2. The developer shall adhere to a drainage plan as approved by the City Engineer. 3. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction or demolition. and shall send a copy of the exterminator's invoice to the Health Agent. 4. The developer shall maintain the area free from rodents throughout construction. 5. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during COnstruCLOn 6. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. Wax v d 1 ,y,3 K t k � cy 7.:`The Fire Department must approve the.plan regarding access forfireK fighting. 8. Noise levels from the resultant establishment(§) generated by operations including but not limited to, refrigeration and.:heating;_sbalt not increase the broadband sound level by more than,10`dB(A); above - axpn- the ambient levels measured at the property line`. N� • s �a<� � r tea • y! :w x { A. 9. The developer shall employ a method of,maintain,ing the catch'basins a,'� � ; including cleaning at least annually. til 10. The developer shall disclose in writing to the Health Agent the origin of ;; any fill material needed for the protect, .,;Z--q, - 6 11. The resultant establishment(s) shall dispose of•"all waste;matenals "tet resulting from its operations in an environmentally sound.:manner'as r described to the Board of Health, ' t. ' f Y'T�✓4y.. 12. All blasting shall be done in accordance with fire.codes. . 13. The developer shall submit the final plan including the drainage plan, approved by the Engineering Department. ". 14. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above`conditions have been met. If I may be of any assistance to your Board, please call me. �° = ; Sincerely yours, }� z Fo the Board of Health, , i�j •T y Y r 'ty F Q 'Joanne Scott Health Agent cc: Paul DiBiase Chuck Faia ,• ,; �Y ,F ?lA 4 LAND COURT SURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGESURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN. MASSACHUSETTS 01902 /1 5'U593-7927 JYIS, Ocots< L� dhW F+,4kIc C 1 ll eF S,�e• tome S+te3., CTA4tw ftc PmToN �,F�o fx r/biJ SV bl71YISI.uI Cerna,< Ole V�1✓. Z�,t I I�19 I1CNa �• T. Ite l9ts"sJe:b Arr PC +-moc, 6o#v�v NtCFT"'4 G'g)s,,**w CATcU &At* swoftr 0`•. 4'"0 'fAlm STT 3 51 11V I'r w-nfep . Te 6% O,s cvs/e. M-rAq*-iN8J¢ ��•. 4 �o� Dv� —r. Slft -r 3 s-r�. s s� pc..M �►+� o���� ti..�.. �►.Ia►.�E�,.I.,y rh:�. S?�l« By �1f7fN6 , Ta $e PbJIoF A." DIr"sfew Ar mcel '44. Sc-f kmcAft Sfl*E't Av01,n wl ht S'«1«t : Avae, Tt A t L 54WT A-f "' 1 KEb *JOE 19CLelvim 3 2rk� 3 "e*L . fjf%A l Loeoirr T/ aes koft, Ti S*'r 3 4. • 0"L*cLr& &Ew6L bR.hN LIaE ck"JP4. —n6 bot-r c"."s So 114T we cAoj mih.jr+,./ A 10 F6u-r C;0PJ'L*P%fj gowwo LAND COURT SURVEYS SUBDIVISIONS REGISTERED LAND SURVEYOR REGISTERED CIVIL ENGINEER LOTSURVEYS MORTGAGESURVEYS CONSULTING PARSONS AND FAIA, INC. 60 LEWIS STREET LYNN. MASSACHUSETTS 01902 Skew" p1hy"w 0kAv 593-7927 ` b (f -DNF Ste, G�X&-W 4fAljAc14 Ulm 019 07o SEwex ✓40 FT-Mr QbA Sken, 41AsJkc+iUs+<rr3 I��MB� a1 C-�c�s�,.►�r DwEu.�,�4 Tian �,�-ro S7 go awa"ojbs x 3 9&kmpts = Z.?o 80oxmim i USM4E PE11 otiy Z-?a l3ti I� o tw.aa/07 19 lob 000 DAy P�^f6s� CATs Svl3t��J�sra,r OF' PAM �uA-v Uf.+4* : 3c 8iL x u6 CrAuAw /07 = 3,146 IST.F. o. 6-5els-ftaq 121 4cll� e 1 r, 000 c%1 • r p. 1 ' I �N �II F�, —Ohti �'IcuEicr�y 6At��wr-. s'1•a p h-o oJe�-t 8Mc > 401 Dataifor DiBiase - 10 Year Post-Development - Sub.1a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates ) 16 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED'.ROUTING 131 j I9] W 132 j 132 > 106 f 133 ( 133 W 134 > 33, > 105 ( 133 ( 135 f 3fi ( 136 137 ( 13] OSJBCRTCHMENT REACH POND LINK `'v t$+ RICHARD F. ,^\ DOHERTY CIVIL (� No. 31433 � Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 105 PEAK= 9 . 9 CFS @ 12 .01 HRS, VOLUME= . 66 AF ACRES CN SCS TR-20 METHOD 1 . 10 98 IMPERVIOUS TYPE III 24-HOUR . 76 74 LAWN - C SOIL RAINFALL= 4 .5 IN 2 , 89 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 75 72 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 2 n= . 025 L=150 ' P2=3 . 1 in s= . 26 ' /' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .4 Paved Kv=20 . 3282 L=150 ' s= . 1 ' / ' V=6 .43 fps CIRCULAR CHANNEL Segment ID: 2 . 2 12" Diameter a= . 79 sq-ft Pw=3 . 1 ' r= . 25 ' s= . 015 ' / ' n= . 013 V=5 . 56 fps L=750 ' Capacity=4 .4 cfs Total Length= 1050 ft Total Tc= 3 . 8 SUBCATCHMENT 131 DRAINS TO CB-131 PEAK= 4 . 5 CFS @ 12 . 05 HRS, VOLUME= . 34 AF ACRES CN SCS TR-20 METHOD .48 98 IMPERVIOUS TYPE III 24-HOUR . 17 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 2 . 43 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 3 . 08 67 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=150 ' P2=3 . 1 in s= . 1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 0 Paved Kv=20 . 3282 L=600 ' s= . 015 ' / ' V=2 .49 fps Total Length= 750 ft Total Tc= 5 . 7 Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 132 DRAINS TO CB-132 PEAK= 1 .4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF ACRES CN SCS TR-20 METHOD .21 98 IMPERVIOUS TYPE III 24-HOUR . 44 61 LAWN - B SOIL RAINFALL= 4 . 5 IN . 65 73 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 8 n= .025 L=250 ' P2=3 . 1 in s= . 08 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7 Paved Kv=20 . 3282 L=150 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 400 ft Total Tc= 3 . 5 SUBCATCHMENT 133 DRAINS TO CB-133 PEAK= 2 .41CFS @ 12 . 01 HRS, VOLUME= . 16 AF ACRES CN SCS TR-20 METHOD . 33 98 IMPERVIOUS TYPE III 24-HOUR . 86 61 LAWN - B SOIL RAINFALL= 4 . 5 IN 1 . 19 71 SPAN= 10-20 HRS, dt= . l HRS Method Commen Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=200 ' P2=3 . 1 in s= . 18 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 7 Paved Kv=20 . 3282 L=350 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 550 ft Total Tc= 3 . 4 SUBCATCHMENT 134 DRAINS TO CB-134 PEAK= 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR 1 . 08 61 LAWN - B SOIL RAINFALL= 4 . 5 IN 1 . 22 65 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 2 n= . 025 L=100 ' P2=3 . 1 in s= . 1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 2 Paved Kv=20 . 3282 L=400 ' s= . 08 ' / ' V=5 . 75 fps Total Length= 500 ft Total Tc= Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 135 DRAINS TO CB-135 PEAK= . 9 CFS @ 12 . 00 HRS, VOLUME= . 06 AF ACRES CN SCS TR-20 METHOD . 13 98 IMPERVIOUS TYPE III 24-HOUR .27 61 LAWN - B SOIL RAINFALL= 4 . 5 IN .40 73 SPAN= 10-20 HRS, dt= . 1 HRS Method omm nt Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 7 n= . 025 L=150 ' P2=3 . 1 in s= . 11 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Paved Kv=20 . 3282 L=200 ' s= . 08 ' / ' V=5 . 75 fps Total Length= 350 ft Total Tc= 2 . 3 SUBCATCHMENT 136 DRAINS TO CB-136 PEAK= 3 . 2 CFS @ 12 . 04 HRS, VOLUME= . 24 AF ACRES CN SCS TR-20 METHOD . 31 98 IMPERVIOUS TYPE III 24-HOUR . 35 74 LAWN - C SOIL RAINFALL= 4 .5 IN 1 . 18 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 1 . 84 70 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 8 n= . 025 L=250 ' P2=3 . 1 in s= .24 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 7 Paved Kv=20 . 3282 L=450 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 700 ft Total Tc= 5 . 5 SUBCATCHMENT 137 DRAINS TO CB-137 PEAK= 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF ACRES CN SCS TR-20 METHOD . 18 98 IMPERVIOUS TYPE III 24-HOUR . 12 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 30 88 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 7 Paved Kv=20 . 3282 L=450 ' 5= . 01 ' / ' V=2 . 03 fps Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HdroCAD 4.Q0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 104 Qin = 22 . 5 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF Qout= 22 . 3 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF, ATTEN= 1%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 24" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 89 FT . 2 . 2 1 . 1 n= . 013 PEAK VELOCITY= 16 . 0 FPS . 4 .4 4 .4 LENGTH= 100 FT TRAVEL TIME = . 1 MIN . 6 . 8 9 . 9 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 .4 2 . 3 42 .4 1 . 6 2 . 7 49 .4 1 . 8 3 . 0 53 . 9 1 . 9 3 . 1 54 .4 1 . 9 3 . 1 53 . 9 2 . 0 3 . 1 50 . 6 REACH 105 Qin = 10 . 1 CFS @ 12 . 04 HRS, VOLUME= . 78 AF Qout= 8 . 9 CFS @ 12 . 06 HRS, VOLUME= . 78 AF, ATTEN= 12%, LAG= 1 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 12 .4 FPS .2 . 1 . 8 LENGTH= 110 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 7 SLOPE= . 06 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 7 . 3 . 8 . 7 8 . 5 . 9 . 7 9 . 3 . 9 . 8 9 . 4 1 . 0 . 8 9 . 3 1 . 0 . 8 8 . 7 REACH 106 Qin = 7 . 8 CFS @ 12 . 04 HRS, VOLUME= . 60 AF Qout= 7 .4 CFS @ 12 . 06 HRS, VOLUME= . 60 AF, ATTEN= 5%, LAG= 1 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 75 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 11 . 5 FPS . 2 . l . 7 LENGTH= 230 FT TRAVEL TIME = . 3 MIN . 3 . 2 1 . 6 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 6 . 7 . 8 . 7 7 . 8 . 9 . 7 8 . 5 . 9 . 8 8 . 6 1 . 0 . 8 8 . 5 1 . 0 . 8 8 . 0 Data for DiBiase - 10 Year Post-Development - Sub.la ,TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 107 Qin = 4 . 5 CFS @ 12 . 05 HRS, VOLUME= . 34 AF Qout= 4 . 3 CFS @ 12 . 08 HRS, VOLUME= . 34 AF, ATTEN= 30, LAG= 1 . 9 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 66 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 7 . 9 FPS . 2 . 1 . 5 LENGTH= 250 FT TRAVEL TIME _ . 5 MIN . 3 . 2 1 . 1 SLOPE= . 025 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 4 . 7 . 8 . 7 5 .5 . 9 . 7 6 . 0 . 9 . 8 6 . 1 1 . 0 . 8 6 . 0 1 . 0 . 8 5 . 6 REACH 132 CB-132 Qin = 1 . 4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF Qout= 1 .4 CFS @ 12 . 01 HRS, VOLUME= . 09 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .35 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 7 FPS . . 2 . 1 .4 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 4 .2 . 8 . 7 4 . 9 . 9 . 7 5 .4 . 9 . 8 5 .4 1 . 0 . 8 5 .4 1 . 0 . 8 5 . 0 REACH 133 CB-133 Qin = 2 .4 CFS @ 12 . 01 HRS, VOLUME= . 16 AF Qout= 2 .4 CFS @ 12 . 01 HRS, VOLUME= . 16 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .47 FT 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 5 FPS 2 . 1 .4 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 4 . 2 . 8 . 7 4 . 9 . 9 . 7 5 .4 . 9 . 8 5 .4 1 . 0 . 8 5 . 4 1 . 0 . 8 5 . 0 Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 134 CB-134 Qin = 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF Qout= 1 . 8 CFS @ 12 . 01 HRS, VOLUME= . 12 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 29 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 8 FPS . 2 . 1 . 9 LENGTH= 30 FT TRAVEL TIME = . 1 MIN . 3 . 2 2 . 0 SLOPE= . 08 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 8 .4 . 8 . 7 9 . 9 . 9 . 7 10 . 7 . 9 . 8 10 . 8 1 . 0 . 8 10 . 7 1 . 0 . 8 10 . 1 REACH 135 CB-135 Qin = . 9 CFS @ 12 . 00 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 12 . 00 HRS, VOLUME= . 06 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 34 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 9 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 136 CB-136 Qin = 4 . 2 CFS @ 12 . 03 HRS, VOLUME= . 31 AF Qout= 3 . 6 CFS @ 12 . 06 HRS, VOLUME= . 31 AF, ATTEN= 14%, LAG= 1 . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 2 . 1 . 3 LENGTH= 50 FT TRAVEL TIME = . 2 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 - 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.la TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 137 CB-137 Qin = 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF Qout= 1 . 1 CFS @ 12 . 01 HRS, VOLUME= . 07 AF, ATTEN= 2%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 37 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 1 FPS . 2 . 1 . 3 LENGTH= 40 FT TRAVEL TIME _ . 2 MIN . 3 .2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.1b Page 1 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING ieG O121 � 120 122 � I22 OSUBCRTCHMENT REACH POND LINK Data for DiBiase - 10 Year Post-Development - Sub.lb Page 2 TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 110 DRAINS TO CULVERT 110 PEAK= 32 . 7 CFS @ 12 . 12 HRS, VOLUME= 2 . 69 AF ACRES CN SCS TR-20 METHOD 2 . 26 98 IMPERVIOUS TYPE III 24-HOUR 9 .30 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 8 . 59 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 20 . 15 71 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 7 n= . 025 L=200 ' P2=3 . 1 in s= . 06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 2 Paved Kv=20 .3282 L=450 ' s= . 027 ' / ' V=3 . 34 fps CIRCULAR CHANNEL Segment ID: 1 . 4 12" Diameter a= . 79 sq-ft Pw=3 . 1 ' r= . 25 ' s= . 04 ' / ' n= . 013 V=9 . 07 fps L=750 ' Capacity=7 . 1 cfs SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 . 1 Short Grass Pasture Kv=7 L=150 ' s= . 005 ' / ' V= .49 fps Total Length= 1550 ft Total Tc= 11 .4 SUBCATCHMENT 121 DRAINS TO CB-121 PEAK= .4 CFS @ 11 . 99 HRS, VOLUME= . 03 AF ACRES CN SCS TR-20 METHOD . 07 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 12 88 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Paved Kv=20 . 3282 L=250 ' s= . 01 ' / ' V=2 . 03 fps SUBCATCHMENT 122 DRAINS TO CB-122 PEAK= 8 .4 CFS @ 12 . 04 HRS, VOLUME= . 62 AF ACRES CN SCS TR-20 METHOD . 65 98 IMPERVIOUS TYPE III 24-HOUR 2 . 78 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 3 .43 79 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 8 n= . 025 L=250 ' P2=3 . 1 in s= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 3 Paved Kv=20 . 3282 L=900 ' s= . 05 ' / ' V=4 . 55 fps Total Length= 1150 ft Total Tc= 6 . 1 Data for DiBiase - 10 Year Post-Development - Sub.lb Page 3 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 110 Qin = 32 . 7 CFS @ 12 . 12 HRS, VOLUME= 2 . 69 AF Qout= 3 . 2 CFS @ 11 . 80 HRS, VOLUME= 2 . 32 AF, ATTEN= 90%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS .2 . 1 .3 LENGTH= 60 FT TRAVEL TIME = .2 MIN . 3 .2 . 6 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 2 . 7 . 8 . 7 3 . 1 . 9 . 7 3 .4 . 9 . 8 3 .4 1 . 0 . 8 3 .4 1 . 0 . 8 3 . 2 REACH 120 Not described Qin = 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 65 AF Qout= 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 65 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . l HRS REACH 121 CB-121 Qin = .4 CFS @ 11 . 99 HRS, VOLUME= . 03 AF Qout= .4 CFS @ 12 . 00 HRS, VOLUME= . 03 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 23 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 1 FPS . 2 . l . 3 LENGTH= 20 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 6 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.lb Page 4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 122 cb-122 Qin = 8 .4 CFS @ 12 .04 HRS, VOLUME= . 62 AF Qout= 3 . 6 CFS @ 12 . 00 HRS, VOLUME= . 62 AF, ATTEN= 58%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 140 Not described Qin = 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF Qout= 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . l HRS Data for DiBiase - 10 Year Post-Development - Sub.lb Page 5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdroCAD 4 , 00 000821 ( .) 1986-1995 Applied Microcomputer Systems LINK 104 Flow from Bradley Road Qout= 22 . 3 CFS @ 12 . 03 HRS, VOLUME= 1 . 75 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 104 from DiBiase - 10 Year Post-Development - Sub.la Data for DiBiase - 10 Year Post-Development - Sub.ic TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING tae 1aa W W 146\ 144\ 141 y y 1072 IBI iso T T 04 147 145 i93 142 T T 147 145 13 192 I OSUBCATCHMENT REACH Q POND LINK Data for DiBiase - 10 Year Post-Development - Sub.1c TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 141 DRAINS TO CB-141 PEAK= 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 21 AF ACRES CN SCS TR-20 METHOD . 13 98 IMPERVIOUS TYPE III 24-HOUR 1 . 14 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 .27 76 SPAN= 10-20 HRS, dt= . l HRS Method Comment T (min) TR-55 SHEET FLOW Segment ID: 2 . 2 n= . 025 L=200 ' P2=3 . 1 in s= . l ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 400 ft Total Tc= 7 . 0 SUBCATCHMENT 142 DRAINS TO CB-142 PEAK= 1 . 6 CFS @ 12 . 04 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD . 27 98 IMPERVIOUS TYPE III 24-HOUR .24 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 51 87 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 6 . 5 Paved Kv=20 . 3282 L=750 ' s= . 009 ' / ' V=1 . 93 fps SUBCATCHMENT 143 DRAINS TO CB-143 PEAK= 14 . 3 CFS @ 12 . 09 HRS, VOLUME= 1 . 09 AF ACRES CN SCS TR-20 METHOD 1 . 33 98 IMPERVIOUS TYPE III 24-HOUR 1 . 58 80 LAWN - D SOIL RAINFALL= 4 . 5 IN 2 . 09 74 LAWN - C SOIL SPAN= 10-20 HRS, dt= . l HRS 1 . 01 61 LAWN - B SOIL 6 . 01 79 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 5 n= . 025 L=250 ' P2=3 . 1 in s= . 11 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 3 Short Grass Pasture Kv=7 L=350 ' s= . 13 ' / ' V=2 . 52 fps SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 3 . 9 Paved Kv=20 . 3282 L=450 ' s= . 009 ' / ' V=1 . 93 fps Total Length= 1050 ft Total Tc= 8 . 7 Data for DiBiase - 10 Year Post-Development - Sub.ic TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1 Applied Mi ro omputer Systems SUBCATCHMENT 144 DRAINS TO CB-144 PEAK= 1 . 9 CFS @ 12 . 05 HRS, VOLUME= . 15 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR . 69 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 83 78 SPAN= 10-20 HRS, dt= . 1 HRS Method omment T (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 300 ft Total Tc= 6 . 4 SUBCATCHMENT 145 DRAINS TO CB-145 PEAK= 1 . 0 CFS @ 12 . 05 HRS, VOLUME= . 08 AF ACRES CN SCS TR-20 METHOD . 09 98 IMPERVIOUS TYPE III 24-HOUR . 33 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 42 79 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 8 Short Grass Pasture Kv=7 L=200 ' s= . 01 ' / ' V= . 7 fps Total Length= 300 ft Total Tc= 6 . 4 SUBCATCHMENT 146 DRAINS TO CB-146 PEAK= 1 . 7 CFS @ 12 . 09 HRS, VOLUME= . 13 AF ACRES CN SCS TR-20 METHOD . 08 98 IMPERVIOUS TYPE III 24-HOUR . 70 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 78 76 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (mint TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 7 . 1 Short Grass Pasture Kv=7 L=300 ' s= . 01 ' / ' V= . 7 fps Total Length= 400 ft Total Tc= 8 . 7 Data for DiBiase - 10 Year Post-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 147 DRAINS TO DRAINS TO CB-147 PEAK= 2 . 2 CFS @ 12 . 10 HRS, VOLUME= . 17 AF ACRES CN SCS TR-20 METHOD . 17 98 IMPERVIOUS TYPE III 24-HOUR . 81 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 98 78 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment T (min) TR-55 SHEET FLOW Segment ID: 1 . 6 n= . 025 L=100 ' P2=3 . 1 in s= . 05 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 8 . 3 Short Grass Pasture Kv=7 L=350 ' s= . 01 ' / ' V= . 7 fps Total Length= 450 ft Total Tc= 9 . 9 Data for DiBiase - 10 Year Post-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 100 Qin = 40 . 2 CFS @ 12 . 10 HRS, VOLUME= 6 . 64 AF Qout= 40 . 1 CFS @ 12 . 11 HRS, VOLUME= 6 . 64 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 82 FT . 3 . 3 1 . 0 n= . 013 PEAK VELOCITY= 10 . 5 FPS . 5 . 7 4 . 0 LENGTH= 40 FT TRAVEL TIME _ . 1 MIN . 8 1 . 2 9 . 0 SLOPE= . 0125 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 .7 38 .4 2 . 0 4 . 2 44 . 8 2 . 3 4 . 7 48 . 9 2 .4 4 . 8 49 .3 2 .4 4 . 9 48 . 9 2 . 5 4 . 9 45 . 9 REACH 101 Qin = 34 .4 CFS @ 12 . 07 HRS, VOLUME= 5 . 24 AF Qout= 34 . 0 CFS @ 12 . 11 HRS, VOLUME= 5 . 22 AF, ATTEN= 1%, LAG= 2 . 0 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CFS) 36" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 35 FT . 3 .4 . 8 n= . 013 PEAK VELOCITY= 5 . 9 FPS . 6 1 . 0 3 . 2 LENGTH= 350 FT TRAVEL TIME = 1 . 0 MIN . 9 1 . 8 7 . 2 SLOPE= . 003 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 2 . 1 5 . 3 30 . 6 2 . 4 6 . 1 35 . 7 2 .7 6 . 7 38 . 9 2 . 8 6 . 9 39 . 3 2 . 9 7 . 0 38 . 9 3 . 0 7 . 1 36 . 5 REACH 102 Qin = 32 . 7 CFS @ 12 . 04 HRS, VOLUME= 5 . 02 AF Qout= 31 . 5 CFS @ 12 . 08 HRS, VOLUME= 5 . 01 AF, ATTEN= 31, LAG= 2 . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 36" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 15 FT . 3 .4 . 8 n= . 013 PEAK VELOCITY= 5 . 8 FPS . 6 1 . 0 3 . 2 LENGTH= 200 FT TRAVEL TIME _ . 6 MIN . 9 1 . 8 7 . 2 SLOPE= . 003 FT/FT SPAN= 10-20 HRS, dt= . l HRS 2 . 1 5 . 3 30 .6 2 . 4 6 . 1 35 . 7 2 . 7 6 . 7 38 . 9 2 . 8 6 . 9 39 . 3 2 . 9 7 . 0 38 . 9 3 . 0 7 . 1 36 . 5 Data for DiBiase - 10 Year Post-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4-O0 000821 ( ) 1986-1995 Applied Microcomputer Systems REACH 104 Qin = 5 . 1 CFS @ 12 . 05 HRS, VOLUME= 1 . 21 AF Qout= 3 . 6 CFS @ 11 . 90 HRS, VOLUME= 1 . 21 AF, ATTEN= 310, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0. 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 1 FPS .2 . 1 . 3 LENGTH= 40 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 142 CB-142 Qin = 1 . 6 CFS @ 12 . 04 HRS, VOLUME= . 12 AF Qout= 1 . 6 CFS @ 12 . 05 HRS, VOLUME= . 12 AF; ATTEN= 1%, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .44 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS . 2 . 1 .3 LENGTH= 30 FT TRAVEL TIME = . 1 MIN . 3 .2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 143 CB-143 Qin = 14 . 3 CFS @ 12 . 09 HRS, VOLUME= 1 . 09 AF Qout= 3 . 6 CFS @ 11 . 90 HRS, VOLUME= 1 . 09 AF, ATTEN= 75%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 2 . 1 .3 LENGTH= 30 FT TRAVEL TIME = . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.ic TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydrOCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 144 CB-144 Qin = 1 . 9 CFS @ 12 . 05 HRS, VOLUME= . 15 AF Qout= 1 . 9 CFS @ 12 . 06 HRS, VOLUME= . 15 AF, ATTEN= 01, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 1211 PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 50 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 7 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 145 CB-145 Qin = 1 . 0 CFS @ 12 . 05 HRS, VOLUME= .08 AF Qout= 1 .0 CFS @ 12 . 06 HRS, VOLUME= .08 AF, ATTEN= 20, LAG= . 4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 35 FT . 1 0 . 0 . 1 n= .013 PEAK VELOCITY= 4 . 0 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 146 CB-146 Qin = 1 . 7 CFS @ 12 . 09 HRS, VOLUME= . 13 AF Qout= 1 . 7 CFS @ 12 . 10 HRS, VOLUME= . 13 AF, ATTEN= 0%, LAG= . l MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .47 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 6 FPS . 2 . 1 . 3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 CC) 1986-1995 Applied Microcomputer Systems REACH 147 CB-147 Qin = 2 . 2 CFS @ 12 . 10 HRS, VOLUME= . 17 AF Qout= 2 . 2 CFS @ 12 . 11 HRS, VOLUME= . 17 AF, ATTEN= Oo, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 57 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 9 FPS . 2 .1 .3 LENGTH= 20 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.lc TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdrOCAD 4 , 00 000821 (c) 1986-1 Agplied Microcomputer Svstems LINK 140 QOut= 29 .4 CFS @ 12 . 03 HRS, VOLUME= 4 . 72 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 140 from DiBiase - 10 Year Post-Development - Sub.lb Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING zio 3 F21 0] 204 212 j 212 W 203 213 > 213 3 W 214 E 214 202 215 j 215��' 216 E 2t6 W 200 OSUBCATCHNENT ❑ REACH QPOND L[NK Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT .210 DRAINS TO CB-210 PEAK= 2 . 5 CFS @ 12 . 02 HRS, VOLUME= . 17 AF ACRES CN SCS TR-20 METHOD .47 98 IMPERVIOUS TYPE III 24-HOUR . 23 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 70 90 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 3 n= . 025 L=300 ' P2=3 . 1 in s= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Kv=20 .3282 L=250 ' s= . 01 ' / ' V=2 ;03 fps Total Length= 550 ft Total Tc= 5 . 3 SUBCATCHMENT 211 DRAINS TO CB-211 PEAK= 1 .2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF ACRES CN SCS TR-20 METHOD . 19 98 IMPERVIOUS TYPE III 24-HOUR . 12 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 31 89 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 5 Kv=20 .3282 L=300 ' s= . 01 1 / ' V=2 . 03 fps SUBCATCHMENT 212 DRAINS TO CB-212 PEAK= 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF ACRES CN SCS TR-20 METHOD . 30 98 IMPERVIOUS TYPE III 24-HOUR . 19 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 11 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS . 60 84 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 1 n= . 025 L=150 ' P2=3 . 1 in s= . 28 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 5 Kv=20 . 3282 L=450 ' s= . 06 ' / ' V=4 . 98 fps Total Length= 600 ft Total Tc= 2 . 6 Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 213 DRAINS TO CB-213 PEAK= 4 . 3 CFS @ 12 . 01 HRS, VOLUME= . 29 AF ACRES CN SCS TR-20 METHOD . 36 98 IMPERVIOUS TYPE III 24-HOUR . 95 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 50 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS 1 . 81 75 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 8 n= . 025 L=250 ' P2=3 . 1 in s= . 26 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 7 Kv=20 . 3282 L=350 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 600 ft Total Tc= 3 . 5 SUBCATCHMENT 214 DRAINS TO CB-214 PEAK= . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF ACRES CN SCS TR-20 METHOD . 17 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 22 93 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 .4 Kv=20 .3282 L=300 ' s= . 03 ' / ' V=3 .52 fps SUBCATCHMENT 215 DRAINS TO CB-215 PEAK= 3 . 9 CFS @ 12 . 00 HRS, VOLUME= . 25 AF ACRES CN SCS TR-20 METHOD . 33 98 IMPERVIOUS TYPE III 24-HOUR . 99 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 32 80 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 9 Kv=20 . 3282 L=500 ' s= . 02 ' / ' V=2 . 87 fps Data for DiBiase - 10 Year Post-Development - Sub_2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 216 DRAINS TO CB-216 PEAK= 2 . 2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF ACRES CN SCS TR-20 METHOD .24 98 IMPERVIOUS TYPE III 24-HOUR .46 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 70 82 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 6 Kv=20 . 3282 L=200 ' s= . 01 ' / ' V=2 . 03 fps Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 .00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 200 Not described Qin = 8 . 8 CFS @ 12 .01 HRS, VOLUME= 1 .11 AF Qout= 8 . 8 CFS @ 12 . 01 HRS, VOLUME= 1 . 11 AF, ATTEN= Oo, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . 1 HRS REACH 201 Qin = 7 .9 CFS @ 12 . 00 HRS, VOLUME= . 86 AF Qout= 5 . 0 CFS @ 12 . 00 HRS, VOLUME= . 86 AF, ATTEN= 370, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 25 FT . 1 , 1 . 1 n= . 013 PEAK VELOCITY= 4 . 6 FPS . 3 . 2 .4 LENGTH= 160 FT TRAVEL TIME = . 6 MIN .4 . 3 1 . 0 SLOPE= . 006 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 4 .2 1 . 0 1 . 1 4 . 9 , 1 . 1 1 . 2 5 . 3 1 . 2 1 .2 5 . 4 1 . 2 1 . 2 5 . 3 1 . 3 1 . 2 5 . 0 REACH 202 Qin = 10 .4 CFS @ 12 . 01 HRS, VOLUME= . 72 AF Qout= 5 . 8 CFS @ 12 . 10 HRS, VOLUME= 72 AF, ATTEN= 440, LAG= 5 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 25 FT . 1 . 1 . 1 n= . 013 PEAK VELOCITY= 5 .4 FPS . 3 . 2 . 5 LENGTH= 125 FT TRAVEL TIME = .4 MIN . 4 . 3 1 . 1 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 4 . 8 1 . 0 1 . 1 5 . 6 1 . 1 1 . 2 6 .2 1 . 2 1 . 2 6 . 2 1 . 2 1 . 2 6 . 2 1 . 3 1 . 2 5 . 8 Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 203 Qin = 5 .4 CFS @ 12 . 01 HRS, VOLUME= . 38 AF Qout= 5 .2 CFS @ 12 . 02 HRS, VOLUME= .38 AF, ATTEN= 40, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 60 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 9 . 1 FPS .3 . 2 1 . 0 LENGTH= 175 FT TRAVEL TIME _ . 3 MIN .4 . 3 2 . 2 SLOPE= . 029 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 9 .2 1 . 0 1 . 1 10 . 8 1 . 1 1 .2 11 . 7 1 . 2 1 . 2 11 . 8 1 .2 1 .2 11 . 7 1 . 3 1 .2 11 . 0 REACH 204 Qin = 3 . 6 CFS @ 12 . 02 HRS, VOLUME= . 25 AF Qout= 3 .5 CFS @ 12 . 03 HRS, VOLUME= . 25 AF, ATTEN= 4%, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 54 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 6 . 9 FPS . 3 . 2 . 8 LENGTH= 140 FT TRAVEL TIME _ . 3 MIN .4 .3 1 . 7 SLOPE= . 018 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 7 .3 1 . 0 1 . 1 8 . 5 1 . 1 1 . 2 9 . 2 1 . 2 1 . 2 9 . 3 1 . 2 1 . 2 9 . 2 1 . 3 1 . 2 8 . 7 REACH 210 CB-210 Qin = 2 . 5 CFS @ 12 . 02 HRS, VOLUME= . 17 AF Qout= 2 . 5 CFS @ 12 . 03 HRS, VOLUME= . 17 AF, ATTEN= 21, 'LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 79 FT 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 7 FPS . 2 . 1 . 2 LENGTH= 25 FT TRAVEL TIME = l MIN . 3 . 2 . 5 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 2 . 1 . 8 . 7 2 . 5 . 9 . 7 2 . 7 . 9 . 8 2 . 7 1 . 0 . 8 2 . 7 1 . 0 . 8 2 . 5 Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 211 CB-211 Qin = 1 . 2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF Qout= 1 . 2 CFS @ 12 . 00 HRS, VOLUME= . 08 AF, ATTEN= 2%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .34 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS .2 . 1 .4 LENGTH= 45 FT TRAVEL TIME = . 2 MIN . 3 . 2 . 9 SLOPE= . 016 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 8 . 8 . 7 4 .4 . 9 . 7 4 . 8 . 9 . 8 4 . 8 1 . 0 . 8 4 . 8 1 . 0 . 8 4 . 5 REACH 212 CB-212 Qin = 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF Qout= 2 . 0 CFS @ 12 . 00 HRS, VOLUME= . 13 AF, ATTEN= lo, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CPS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 33 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 0 FPS .2 . 1 . 7 LENGTH= 35 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 7 SLOPE= . 057 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 7 . 1 . 8 . 7 8 . 3 . 9 . 7 9 . 1 . 9 . 8 9 . 1 1 . 0 . 8 9 . 1 1 . 0 . 8 8 . 5 REACH 213 CB-213 Qin = 4 . 3 CFS @ 12 . 01 HRS, VOLUME= . 29 AF Qout= 4 . 3 CFS @ 12 . 01 HRS, VOLUME= . 29 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 61 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 8 . 6 FPS . 2 . 1 . 5 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 1 . 2 SLOPE= . 03 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 5 .2 . 8 . 7 6 . 0 . 9 . 7 6 . 6 . 9 . 8 6 . 6 1 . 0 . 8 6 . 6 1 . 0 . 8 6 .2 Data for DiBiase - 10 Year Post-Development - Sub.2 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 214 CB-214 Qin = . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 11 . 99 HRS, VOLUME= . 06 AF, ATTEN= 1°6, LAG= . 1 MIN DEPTH END AREA DISCH _ (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .29 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 7 FPS .2 . 1 .4 LENGTH= 33 FT TRAVEL TIME = . 1 MIN . 3 .2 . 9 SLOPE= . 018 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 4 . 0 . 8 . 7 4 . 7 . 9 . 7 5 . 1 . 9 . 8 5 . 1 1 . 0 . 8 5 . 1 1 . 0 . 8 4 . 8 REACH 215 CB-215 Qin = 3 . 9 CFS @ 12 . 00 HRS, VOLUME= . 25 AF Qout= 3 . 8 CFS @ 12 . 01 HRS, VOLUME= . 25 AF, ATTEN= 30, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .49 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 9 FPS . 2 . 1 . 7 LENGTH= 120 FT TRAVEL TIME = . 2 MIN . 3 . 2 1 . 5 SLOPE= . 045 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 6 . 3 . 8 . 7 7 .4 . 9 . 7 8 . 1 . 9 . 8 8 . 1 1 . 0 . 8 8 . 1 1 . 0 . 8 7 . 6 REACH 216 CB-216 Qin = 2 . 2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF Qout= 2 . 2 CFS @ 11 . 99 HRS, VOLUME= . 14 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 37 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 8 . 2 FPS . 2 . 1 . 6 LENGTH= 32 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 .4 SLOPE= . 04 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 6 . 0 . 8 . 7 7 . 0 . 9 . 7 7 . 6 . 9 . 8 7 . 7 1 . 0 . 8 7 . 6 1 . 0 . 8 7 . 1 Data for DiBiase - 10 Year Post-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydrOCAD 4 . 00 000821 __(_Q) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 312 y 312 310 j 310 � 304 311 311 OSUBCRTCHHEM F� REACH APBNC LINK Data for DiBiase - 10 Year Post-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 310 DRAINS TO CULVERT 310 PEAK= 6 .4 CFS @ 12 . 13 HRS, VOLUME= . 55 AF ACRES CN SCS TR-20 METHOD . 19 98 IMPERVIOUS TYPE III 24-HOUR 2 .47 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 .42 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 08 71 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 6 n= . 025 L=300 ' P2=3 . 1 in s= . 14 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 9 . 6 Short Grass Pasture Kv=7 L=700 ' s=. 03 ' / ' V=1 . 21 fps Total Length= 1000 ft Total Tc= 12 . 2 SUBCATCHMENT 311 DRAINS TO CB-311 PEAK= 10 . 6 CFS @ 12 . 07 HRS, VOLUME= . 82 AF ACRES CN SCS TR-20 METHOD . 89 98 IMPERVIOUS TYPE III 24-HOUR 3 .27 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 65 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 4 . 81 77 Method Comment TO TR-55 SHEET FLOW Segment ID: 2 . 1 n= . 025 L=150 ' P2=3 . 1 in s= . 06 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 5 . 2 Kv=20 . 3282 L=1100 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 1250 ft Total Tc= 7 . 3 SUBCATCHMENT 312 DRAINS TO CB-312 PEAK= 5 .4 CFS @ 12 . 09 HRS, VOLUME= . 41 AF ACRES CN SCS TR-20 METHOD . 53 98 IMPERVIOUS TYPE III 24-HOUR 1 . 66 74 LAWN - C SOILS RAINFALL= 4 . 5 IN . 06 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS 2 . 25 79 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 3 n= . 025 L=3001- P2=3 . 1 in s= . 08 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 9 Kv=20 . 3282 L=1200 ' s= . 04 ' / ' V=4 . 07 fps Total Length= 1500 ft Total Tc= 6 . 2 Data for DiBiase - 10 Year Post-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 304 Not described Qin = 13 . 5 CFS @ 12 . 14 HRS, VOLUME= 1 . 77 AF Qout=. 13 . 5 CFS @ 12 . 14 HRS, VOLUME= 1 . 77 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) - METHOD PEAK DEPTH= 0 . 00 FT PEAK VELOCITY= 0 . 0 FPS TRAVEL TIME = 0 . 0 MIN SPAN= 10-20 HRS, dt= . l HRS REACH 310 CULVERT 310 Qin = 6 .4 CFS @ 12 . 13 HRS, VOLUME= . 55 AF Qout= 6 .4 CFS @ 12 . 14 HRS, VOLUME= . 55 AF, ATTEN= 1%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 38 FT . 1 0 . 0 .4 n= . 013 PEAK VELOCITY= 22 . 8 FPS .2 . 1 1 . 7 LENGTH= 180 FT TRAVEL TIME _ . 1 MIN . 3 . 2 3 . 8 SLOPE= . 3 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 16 .3 . 8 . 7 19 . 1 . 9 . 7 20 . 8 . 9 . 8 21 . 0 1 . 0 . 8 20 . 8 1 . 0 . 8 19 . 5 REACH 311 DRAINS TO CB-311 Qin = 10 . 6 CFS @ 12 . 07 HRS, VOLUME= . 82 AF Qout= 3 . 6 CFS @ 12 . 00 HRS, VOLUME= . 82 AF, ATTEN= 67%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 1 FPS .2 . 1 .3 LENGTH= 15 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.3a TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 00 000821 (c) 1986-1995 AD-olied Microcomputer Svgtema REACH 312 CB-312 Qin = 5 .4 CFS @ 12 . 09 HRS, VOLUME= .41 AF Qout= 3 . 6 CFS @ 12 . 10 HRS, VOLUME= .41 AF, ATTEN= 340, LAG= . 8 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 9 FPS .2 . 1 . 3 LENGTH= 25 FT TRAVEL TIME _ . 1 MIN .3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 .0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 301 319 E 319 \\W 317 317 318 E 318 304302 315 j 315 316 F 316 , 303 & F3113 3I3 314 E G4 OSDBCATCHMENT F-] REACH Q POND nn LINK Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 313 DRAINS TO CB-313 PEAK= .3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF ACRES CN SCS TR-20 METHOD . 03 98 IMPERVIOUS TYPE III 24-HOUR . 05 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 01 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS . 09 81 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 2 n= . 025 L=200 ' P2=3 . 1 in s= . l ' / ' SUBCATCHMENT 314 DRAINS TO CB-314 PEAK= . 6 CFS @ 12 . 02 HRS, VOLUME= .04 AF ACRES CN SCS TR-20 METHOD . 04 98 IMPERVIOUS TYPE III 24-HOUR . 21 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 25 78 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 4 . 9 n= . 025 L=250 ' P2=3 . 1 in s= . 02 ' / ' SUBCATCHMENT 315 DRAINS TO CB-315 PEAK= 3 . 1 CFS @ 12 . 01 HRS, VOLUME= . 20 AF ACRES CN SCS TR-20 METHOD .24 98 IMPERVIOUS TYPE III 24-HOUR . 80 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 14 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS 1 . 18 77 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 0 n= . 025 L=300 ' P2=3 . 1 in s= . 1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 5 Kv=20 . 3282 L=100 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 400 ft Total Tc= 3 . 5 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 316 DRAINS TO CB-316 PEAK= 2 . 6 CFS @ 12 . 04 HRS, VOLUME= . 19 AF ACRES CN SCS TR-20 METHOD . 29 98 IMPERVIOUS TYPE III 24-HOUR . 68 74 LAWN - C SOIL RAINFALL= 4 . 5 IN • 97 81 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc-(min) TR-55 SHEET FLOW Segment ID: 5 . 5 n= . 025 L=200 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 5 Kv=20 . 3282 L=100 ' s= . 03 ' / ' V=3 . 52 fps Total Length= 300 ft Total Tc= 6 . 0 SUBCATCHMENT 317 DRAINS TO CB-317 PEAK= 1 . 5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF ACRES CN SCS TR-20 METHOD . 14 98 IMPERVIOUS TYPE III 24-HOUR . 36 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 50 81 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 2 . 1 n= . 025 L=200 ' P2=3 . 1 in s= . 11 1 / 1 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Kv=21 .3282 L=100 ' s= . 02 ' / ' V=3 . 02 fps Total Length= 300 ft Total Tc= 2 . 7 SUBCATCHMENT 318 DRAINS TO CB-318 PEAK= 1 . 8 CFS @ 12 . 07 HRS, VOLUME= . 14 AF ACRES CN SCS TR-20 METHOD . 20 98 IMPERVIOUS TYPE III 24-HOUR . 54 74 LAWN - C SOIL RAINFALL= 4 .5 IN . 74 80 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 6 . 5 n= . 025 L=250 ' P2=3 . 1 in S= . 01 ' / , SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Kv=20 . 3282 L=100 ' s= . 02 ' / ' V=2 . 87 fps Total Length= 350 ft Total Tc= 7 . 1 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 319 DRAINS TO CB-319 PEAK= 1 . 9 CFS @ 12 . 01 HRS, VOLUME= . 12 AF ACRES CN SCS TR-20 METHOD .25 98 IMPERVIOUS TYPE III 24-HOUR . 31 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 56 85 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 1 Kv=20 . 3282 L=500 ' S= . 01 ' / ' V=2 . 03 fps Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HVdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 301 Qin = 11 . 7 CFS @ 12 . 03 HRS, VOLUME= 2 . 58 AF Qout= 5 .4 CFS @ 11 . 80 HRS, VOLUME= 2 . 58 AF, ATTEN= 54°s, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 .25 FT . 1 . 1 .1 n= . 013 PEAK VELOCITY= 5 . 0 FPS . 3 . 2 . 5 LENGTH= 295 FT TRAVEL TIME= 1 . 0 MIN .4 . 3 1 . 1 SLOPE= . 007 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 4 . 5 1 . 0 1 . 1 5 . 3 1 . 1 1 .2 5 . 8 1 . 2 1 .2 5 . 8 1 .2 1 . 2 5 . 8 1 .3 1 .2 5 .4 REACH 302 Qin = 18 .4 CFS @ 12 . 09 HRS, VOLUME= 2 . 22 AF Qout= 7 . 7 CFS @ 11 . 80 HRS, VOLUME= 2 . 22 AF, ATTEN= 580, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 .25 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 7 . 0 FPS . 3 . 2 . 7 LENGTH= 155 FT TRAVEL TIME = .4 MIN .4 . 3 1 . 5 SLOPE= . 014 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 6 .4 1 . 0 1 . 1 7 . 5 1 . 1 1 . 2 8 . 1 1 . 2 1 .2 8 . 2 1 .2 1 . 2 8 . 1 1 . 3 1 . 2 7 . 6 REACH 303 CB Qin = . 9 CFS @ 12 . 02 HRS, VOLUME= . 06 AF Qout= . 8 CFS @ 12 . 07 HRS, VOLUME= . 06 AF, ATTEN= 11% , LAG= 2 . 9 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 28 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 .5 FPS . 2 . 1 .4 LENGTH= 320 FT TRAVEL TIME = 1 . 2 MIN . 3 . 2 . 9 SLOPE= . 017 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 9 . 8 . 7 4 . 5 . 9 . 7 5 . 0 . 9 . 8 5 . 0 1 . 0 . 8 5 . 0 1 . 0 . 8 4 . 6 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1286-1995 Applied Microcomputer Systems REACH 313 CB-313 Qin = . 3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF Qout= . 3 CFS @ 12 . 00 HRS, VOLUME= . 02 AF, ATTEN= 101, LAG= . 1 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CPS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 11 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 5 .4 FPS .2 .1 . 8 LENGTH= 22 FT TRAVEL TIME = . 1 MIN . 3 . 2 1 . 8 SLOPE= . 063 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 7 . 5 . 8 . 7 8 . 7 . 9 . 7 9 .5 . 9 . 8 9 . 6 1 . 0 . 8 9 . 5 1 . 0 . 8 8 . 9 REACH 314 CB-314 Qin = . 6 CFS @ 12 . 02 HRS, VOLUME= . 04 AF Qout= . 6 CFS @ 12 . 03 HRS, VOLUME= . 04 AF, ATTEN= 21, LAG= . 3 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CPS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0. 0 0 . 0 PEAK DEPTH= .29 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 .3 FPS .2 . 1 . 3 LENGTH= 32 FT TRAVEL TIME = .2 MIN . 3 . 2 . 7 SLOPE= . 009 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 2 . 8 . 8 . 7 3 . 3 . 9 . 7 3 . 6 . 9 . 8 3 . 6 1 . 0 . 8 3 . 6 1 . 0 . 8 3 .4 REACH 315 CB-315 Qin = 3 . 1 CFS @ 12 . 01 HRS, VOLUME= . 20 AF Qout= 3 . 1 CFS @ 12 . 01 HRS, VOLUME= . 20 AF, ATTEN= Oo, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 36 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 12 . 1 FPS . 2 . 1 . 9 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 1 SLOPE= . 09 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 8 . 9 . 8 . 7 - 10 .4 . 9 . 7 11 .4 . 9 . 8 11 . 5 1 . 0 . 8 11 .4 1 . 0 . 8 10 . 7 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-199-5 Applied Microcomputer Systems REACH 316 CB-316 Qin = 2 . 6 CFS @ 12 . 04 HRS, VOLUME= . 19 AF Qout= 2 . 5 CFS @ 12 . 04 HRS, VOLUME= . 19 AF, ATTEN= 10, LAG= .3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 .0 0 .0 0 . 0 PEAK DEPTH= . 52 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 0 FPS .2 . 1 .4 LENGTH= 32 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 9 -SLOPE= . 016 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 8 . 8 . 7 4 .4 . 9 . 7 4 . 8 . 9 . 8 4 . 8 1 . 0 . 8 4 . 8 1 . 0 . 8 4 . 5 REACH 317 CB-317 Qin = 1 . 5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF Qout= 1 .5 CFS @ 12 . 00 HRS, VOLUME= . 10 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 26 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 9 . 5 FPS .2 . 1 . 9 LENGTH= 25 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 0 SLOPE= . 083 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 8 . 6 . 8 . 7 10 . 0 . 9 .7 10 . 9 . 9 . 8 11 . 0 1 . 0 . 8 10 . 9 1 . 0 . 8 10 . 3 REACH 318 CB-318 Qin = 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 26 AF Qout= 2 . 7 CFS @ 12 . 07 HRS, VOLUME= . 26 AF, ATTEN= 0%, LAG= . l MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 33 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 11 . 5 FPS . 2 . 1 . 9 LENGTH= 30 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 2 . 1 SLOPE= . 09 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 8 . 9 . 8 . 7 - 10 .4 . 9 . 7 11 . 4 . 9 . 8 11 . 5 1 . 0 . 8 11 .4 1 . 0 . 8 10 . 7 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 319 CB-319 Qin = 1 . 9 CFS @ 12 . 01 HRS, VOLUME= . 12 AF Qout= . 9 CFS @ 12 . 00 HRS, VOLUME= . 12 AF, ATTEN= 530, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 00 FT . 1 0 . 0 0 . 0 n= . 013 PEAK VELOCITY= 1 . 3 FPS . 2 . 1 . 1 LENGTH= 53 FT TRAVEL TIME _ . 7 MIN . 3 . 2 , 2 SLOPE= .0006 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 . 7 . 8 . 7 . 9 . 9 . 7 . 9 . 9 . 8 . 9 1 . 0 . 8 . 9 1 . 0 . 8 . 9 Data for DiBiase - 10 Year Post-Development - Sub.3b TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 304 FROM CULVERT 310 Qout= 13 .5 CFS @ 12 .14 HRS, VOLUME= 1 . 77 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 304 from DiBiase - 10 Year Post-Development - Sub.3a Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4,Q0 000821 (c) 1 86-1 95 Applied Microcomputer Systems WATERSHED ROUTING 4ez W 200 401 407 W W a ee ) 4ee ) 400 ) qei ) 4ez ) 403 ) 404 3 40s ) 406 Tm • 515 30� q03 OSNBCRTCHMENT REACH A POND LINK Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 401 DRAINS TO CB-401 PEAK= 2 . 6 CFS @ 12 . 02 HRS, VOLUME= . 18 AF ACRES CN SCS TR-20 METHOD . 27 98 IMPERVIOUS TYPE III 24-HOUR . 66 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 93 81 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 1 n= . 025 L=100 ' P2=3 .1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 0 Paved Kv=20 . 3282 L=250 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 350 ft Total Tc= 5 . 1 SUBCATCHMENT 402 DRAINS TO CB-402 PEAK= 5 . 8 CFS @ 12 . 08 HRS, VOLUME= .44 AF ACRES CN SCS TR-20 METHOD . 54 98 IMPERVIOUS TYPE III 24-HOUR 1 . 80 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 2 . 34 80 SPAN= 10-20 HRS, dt= . 1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 3 . 1 n= . 025 L=100 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 4 . 9 Paved Kv=20 . 3282 L=600 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 700 ft Total Tc= 8 . 0 SUBCATCHMENT 403 DRAINS TO CB-403 PEAK= 4 . 6 CFS @ 12 . 06 HRS, VOLUME= . 35 AF ACRES CN SCS TR-20 METHOD . 50 98 IMPERVIOUS TYPE III 24-HOUR 1 . 38 74 LAWN - C SOIL RAINFALL= 4 . 5 IN 1 . 88 80 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 4 . 3 n= . 025 L=150 ' P2=3 . 1 in s= . 01 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 5 Paved Kv=20 .3282 L=300 ' S= . 01 ' / ' V=2 . 03 fps Total Length= 450 ft Total Tc= 6 . 8 Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-19 s Applied Microcomputer Systems REACH 400 Qin = 56 . 2 CFS @ 12 . 09 HRS, VOLUME= 10 . 60 AF Qout= 4 . 3 CFS @ 10 . 92 HRS, VOLUME= 3 . 30 AF, ATTEN= 926, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 2 . 50 FT . 3 . 3 . 1 n= . 013 PEAK VELOCITY= . 9 FPS . 5 . 7 .4 LENGTH= 29 FT TRAVEL TIME _ . 5 MIN . 8 1 . 2 . 8 SLOPE= . 0001 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 3 .4 2 . 0 4 . 2 4 . 0 2 .3 4 . 7 4 .4 2 .4 4 . 8 4 .4 2 .4 4 . 9 4 .4 2 . 5 4 . 9 4 . 1 REACH 401 Qin = 4 . 3 CFS @ 10 . 92 HRS, VOLUME= 3 . 30 AF Qout= 4 . 3 CFS @ 10 . 92 HRS, VOLUME= 3 . 30 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0. 0 0 . 0 PEAK DEPTH= . 57 FT . 3 .3 . 8 n= . 013 PEAK VELOCITY= 5 . 1 FPS .5 . 7 3 . 2 LENGTH= 12 FT TRAVEL TIME = 0 . 0 MIN . 8 1 . 2 7 . 2 SLOPE= . 008 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 8 3 . 7 30 . 7 2 . 0 4 . 2 35 . 9 2 . 3 4 . 7 39 . 1 2 .4 4 . 8 39 . 5 2 .4 4 . 9 39 . 1 2 . 5 4 . 9 36 . 7 REACH 402 Qin = 6 . 7 CFS @ 12 . 02 HRS, VOLUME= 3 .48 AF Qout= 6 . 4 CFS @ 12 . 08 HRS, VOLUME= 3 .47 AF, ATTEN= 40, LAG= 3 .4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CPS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 99 FT . 5 . 8 1 . 2 n= . 013 PEAK VELOCITY= 2 . 5 FPS . 9 2 . 3 5 . 2 LENGTH= 215 FT TRAVEL TIME = 1 . 5 MIN 1 .4 4 . 0 11 . 6 SLOPE= . 0009 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 3 . 2 11 . 9 49 .4 3 . 6 13 . 6 - 57 . 7 4 . 1 15 . 1 62 . 9 4 . 2 15 . 5 63 . 5 4 .4 15 . 8 62 . 9 4 . 5 15 . 9 59 . 0 Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 403 Qin = 6 .4 CFS @ 12 . 08 HRS, VOLUME= 3 .47 AF Qout= 6 . 3 CFS @ 12 . 12 HRS, VOLUME= 3 .45 AF, ATTEN= 2%, LAG= 2 . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .99 FT . 5 . 8 1 .2 n= . 013 PEAK VELOCITY= 2 . 5 FPS . 9 2 .3 5 .2 LENGTH= 222 FT TRAVEL TIME = 1 . 5 MIN 1 .4 4 . 0 11 . 6 SLOPE= . 0009 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 3 .2 11 . 9 49 .4 3 . 6 13 . 6 57 . 7 4 . 1 15 . 1 62 . 9 4 . 2 15 .5 63 . 5 4 .4 15 . 8 62 . 9 4 .5 15 . 9 59 . 0 REACH 404 Qin = 6 .3 CFS @ 12 . 12 HRS, VOLUME= 3 .45 AF Qout= 6 .3 CFS @ 12 . 13 HRS, VOLUME= 3 .44 AF, ATTEN= 0%, LAG= . 5 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS). 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 98 FT . 5 . 8 1 . 2 n= . 013 PEAK VELOCITY= 2 .4 FPS . 9 2 .3 5 .2 LENGTH= 46 FT TRAVEL TIME = . 3 MIN 1 .4 4 . 0 11 . 6 SLOPE= . 0009 FT/FT SPAN= 10-20 HRS, dt= . l HRS 3 . 2 11 . 9 49 .4 3 . 6 13 . 6 57 . 7 4 . 1 15 . 1 62 . 9 4 . 2 15 . 5 63 . 5 4 . 4 15 . 8 62 . 9 4 . 5 15 . 9 59 . 0 REACH 405 Qin = 12 . 0 CFS @ 12 . 09 HRS, VOLUME= 3 . 88 AF Qout= 11 . 9 CFS @ 12 . 10 HRS, VOLUME= 3 . 88 AF, ATTEN= 1%, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 54" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 65 FT . 5 . 8 5 . 0 n= . 013 PEAK VELOCITY= 8 . 3 FPS . 9 2 . 3 21 . 1 LENGTH= 203 FT TRAVEL TIME = .4 MIN 1 . 4 4 . 0 47 . 2 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 3 .2 11 . 9 201 . 6 3 . 6 13 . 6 235 . 4 4 . 1 15 . 1 256 . 7 4 . 2 15 . 5 259 . 1 4 .4 15 . 8 256 . 7 4 . 5 15 . 9 240 .8 Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydrOCAD 4.. 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 406 Qin = 16 .4 CFS @ 12 . 09 HRS, VOLUME= 4 . 23 AF Qout= 16. 3 CFS @ 12 . 10 HRS, VOLUME= 4 . 23 AF, ATTEN= is, LAG= . 7 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 6 ' x 3 . 7 ' CHANNEL STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 94 FT .4 2 . 2 3 . 8 n= . 013 PEAK VELOCITY= 2 . 9 FPS . 7 4 .4 11 . 3 LENGTH= 84 FT TRAVEL TIME = . 5 MIN 1 . 1 6 . 7 20 . 9 SLOPE= . 001 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 6 9 . 5 35 .4 2 .2 13 . 3 56 . 6 3 . 0 17 . 8 83 . 7 3 . 7 22 . 2 112 .4 REACH 407 Qin = 5 . 8 CFS @ 12 . 08 HRS, VOLUME= .44 AF Qout= 5 . 8 CFS @ 12 . 08 HRS, VOLUME= .44 AF, ATTEN= 0%, LAG= 0 . 0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 78 FT . 2 . 1 . 2 n= . 013 PEAK VELOCITY= 6 .2 FPS . 3 . 3 .9 LENGTH= 10 FT TRAVEL TIME = 0 . 0 MIN . 5 .4 2 . 1 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS 1 . 1 1 .3 8 . 8 1 . 2 1 . 5 10 . 3 1 .4 1 . 7 11 .2 1 .4 1 . 7 11 .3 1 . 5 1 . 8 11 . 2 1 . 5 1 . 8 10 . 5 REACH 408 Qin = 43 . 3 CFS @ 12 . 10 HRS, VOLUME= 6 . 91 AF Qout= 43 . 3 CFS @ 12 . 10 HRS, VOLUME= 6 . 91 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= 1 . 94 FT . 3 . 3 1 . 0 n= . 013 PEAK VELOCITY= 10 . 6 FPS . 5 . 7 4 . 0 LENGTH= 20 FT TRAVEL TIME = 0 . 0 MIN . 8 1 . 2 9 . 0 SLOPE= . 0125 FT/FT SPAN= 10-20 HRS, dt= . l HRS 1 . 8 3 . 7 38 .4 2 . 0 4 . 2 44 . 8 2 . 3 4 . 7 48 . 9 2 . 4 4 . 8 - 49 . 3 2 .4 4 . 9 48 . 9 2 . 5 4 . 9 45 . 9 Data for DiBiase - 10 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK 100 Qout= 40 . 1 CFS @ 12 . 11 HRS, VOLUME= 6 . 64 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 100 from DiBiase - 10 Year Post-Development - Sub.lc LINK 200 Qout= 8 . 8 CFS @ 12 . 01 HRS, VOLUME= 1 . 11 AF, SPAN= 10-20 HRS, dt= . l HRS REACH 200 from DiBiase - 10 Year Post-Development - Sub.2 LINK 301 Qout= 5 .4 CFS @ 11 . 80 HRS, VOLUME= 2 . 58 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 301 from DiBiase - 10 Year Post-Development - Sub.3b LINK 515 Patton Road Extension Qout= 3 .5 CFS @ 12 . 03 HRS, VOLUME= . 27 AF, SPAN= 10-20 HRS, dt= . 1 HRS REACH 515 from DiBiase - 10 Year Post-Development - Sub.S Data for DiBiase - 10 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 ( ) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING ee3 W 5�� j 5e� 503 yes 9 seg 9 soa 9 see 9 sie 3 sii 3 siz s s m 5Et2 j 502 504 T 505 513 519 T 504 505 OSUBCRTCHHENT REACH a POND LINK Data for DiBiase - 10 Year Post-Development - Sub_5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HYdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 501 DRAINS TO CB-501 PEAK= . 3 CFS @ 11 . 99 HRS, VOLUME= . 02 AF ACRES CN SCS TR-20 METHOD . 06 98 IMEPERVIOUS TYPE III 24-HOUR . 02 80 LAWN - D SOIL RAINFALL= 4 .5 IN . 01 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . 1 HRS . 09 90 Method Comment Tc (min) SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 6 Paved Kv=20 . 3282 L=200 ' s= . 01 ' / ' V=2 . 03 fps SUBCATCHMENT 502 DRAINS TO CB-502 PEAK= . 6 CFS @ 12 . 00 HRS, VOLUME= . 04 AF ACRES CN SCS TR-20 METHOD . 06 98 IMPERVIOUS TYPE III 24-HOUR . 05 80 LAWN - D SOIL RAINFALL= 4 . 5 IN . 19 61 LAWN - B SOIL SPAN= 10-20 HRS, dt= . l HRS . 30 72 Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: . 9 n= . 025 L=100 ' P2=3 . 1 in s= . 2 ' /' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 6 Paved Kv=20 . 3282 L=200 ' s= . 01 ' / ' V=2 . 03 fps Total Length= 300 ft Total Tc= 2 . 5 SUBCATCHMENT 503 DRAINS TO CB-503 PEAK= . 7 CFS @ 11 . 99 HRS, VOLUME . 04 AF ACRES CN SCS TR-20 METHOD . 09 98 IMPERVIOUS TYPE III 24-HOUR . 11 74 LAWN - C SOIL RAINFALL= 4 . 5 IN . 20 85 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: . 8 n= . 025 L=50 ' P2=3 . 1 in s= . 08 1 / 1 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 5 Paved Kv=20 .3282 L=130 ' s= . 04 ' / ' V=4 . 07 fps Total Length= 180 ft Total Tc= l . i Data for DiBiase - 10 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 504 DRAINS TO CB-504 PEAK= 1 . 0 CFS @ 12 . 00 HRS, VOLUME= . 06 AF ACRES CN SCS TR-20 METHOD . 13 98 IMPERVIOUS TYPE III 24-HOUR . 34 61 LAWN - B SOIL RAINFALL= 4 . 5 IN .47 71 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 .4 n= . 025 L=150 ' P2=3 . 1 in s= .16 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 8 Paved Kv=20 . 3282 L=200 ' s= . 04 ' / ' V=4 . 07 fps Total Length= 350 ft Total Tc= 2 . 2 SUBCATCHMENT 505 DRAINS TO CB-505 PEAK= 1 . 5 CFS @ 11 . 99 HRS, VOLUME= . 10 AF ACRES CN SCS TR-20 METHOD .29 98 IMPERVIOUS TYPE III 24-HOUR . 13 61 LAWN - B SOIL RAINFALL= 4 . 5 IN .42 87 SPAN= 10-20 HRS, dt= . l HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1 . 2 n= . 025 L=100 ' P2=3 . 1 in s= .1 ' / ' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 6 Paved Kv=20 .3282 L=150 ' s= . 04 ' / ' V=4 . 07 fps Total Length= 250 ft Total Tc= 1 . 8 Data for DiBiase - 10 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Syatems REACH 501 CB-501 Qin = .3 CFS @ 11 . 99 HRS, VOLUME= . 02 AF Qout= .3 CFS @ 11 . 99 HRS, VOLUME= . 02 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 21 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 2 . 9 FPS . 2 . 1 .3 LENGTH= 18 FT TRAVEL TIME = . 1 MIN . 3 .2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 502 CB-502 Qin = . 6 CFS @ 12 . 00 HRS, VOLUME= . 04 AF Qout= . 6 CFS @ 12 . 00 HRS, VOLUME= . 04 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 29 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 3 . 5 FPS . 2 . 1 . 3 LENGTH= 10 FT TRAVEL TIME = 0 . 0 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 503 CB-503 Qin = . 7 CFS @ 11 . 99 HRS, VOLUME= . 04 AF Qout= . 7 CFS @ 11 . 99 HRS, VOLUME= . 04 AF, ATTEN= 0%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 19 FT . 1 0 . 0 . 2 n= . 013 PEAK VELOCITY= 6 .4 FPS . 2 . 1 . 7 LENGTH= 18 FT TRAVEL TIME = 0 . 0 MIN 3 . 2 1 . 6 SLOPE= . 053 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 6 . 9 . 8 . 7 8 . 0 . 9 . 7 8 . 7 . 9 . 8 8 . 8 1 . 0 . 8 8 . 7 1 . 0 . 8 8 . 2 Data for DiBiase - 10 Year Post-Development - Sub.S TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Svstems REACH 504 CB-504 Qin = 1 . 0 CFS @ 12 . 00 HRS, VOLUME= . 06 AF Qout= 1 . 0 CFS @ 12 . 00 HRS, VOLUME= . 06 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 24 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 .4 FPS . 2 . 1 . 6 LENGTH= 35 FT TRAVEL TIME _ . l MIN . 3 . 2 1 .4 SLOPE= . 04 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 7 . 6 6 . 0 . 8 . 7 7 . 0 . 9 . 7 7 . 6 . 9 . 8 7 . 7 1 . 0 . 8 7 . 6 1 . 0 . 8 7 . 1 REACH 505 CB-505 Qin = 1 . 5 CFS @ 11 . 99 HRS, VOLUME= . 10 AF Qout= 1 . 5 CFS @ 11 . 99 HRS, VOLUME= . 10 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .44 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 5 FPS .2 . 1 . 3 LENGTH= 15 FT TRAVEL TIME _ . 1 MIN . 3 . 2 . 7 SLOPE= . 01 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 0 . 8 . 7 3 . 5 . 9 . 7 3 . 8 . 9 . 8 3 . 8 1 . 0 . 8 3 . 8 1 . 0 . 8 3 . 6 REACH 506 Qin = 1 . 0 CFS @ 12 . 00 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 12 . 01 HRS, VOLUME= . 06 AF, ATTEN= 40, LAG= . 4 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .31 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 4 . 7 FPS . 2 . 1 .4 LENGTH= 93 FT TRAVEL TIME _ . 3 MIDI . 3 . 2 . 9 SLOPE= . 017 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 3 . 9 . 8 . 7 - 4 . 5 . 9 . 7 5 . 0 . 9 . 8 5 . 0 1 . 0 . 8 5 . 0 1 . 0 . 8 4 . 6 Data for DiBiase - 10 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 507 Qin = . 9 CFS @ 12 . 01 HRS, VOLUME= . 06 AF Qout= . 9 CFS @ 12 . 02 HRS, VOLUME . 06 AF, ATTEN= 50, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 25 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 9 FPS .2 . 1 . 6 LENGTH= 146 FT TRAVEL TIME _ .4 MIN . 3 . 2 1 .2 SLOPE= . 032 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 5 .3 . 8 . 7 6 .2 . 9 . 7 6 . 8 . 9 . 8 6 . 9 1 . 0 . 8 6 . 8 1 . 0 . 8 6 .4 REACH 508 Qin = 2 . 5 CFS @ 12 . 00 HRS, VOLUME= . 17 AF Qout= 2 . 5 CFS @ 12 . 01 HRS, VOLUME . 17 AF, ATTEN= 2%, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .40 FT . 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 8 . 6 FPS . 2 . 1 . 6 LENGTH= 100 FT TRAVEL TIME _ . 2 MIN . 3 . 2 1 .4 SLOPE= . 04 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 7 . 6 6 . 0 . 8 . 7 7 . 0 . 9 . 7 7 . 6 . 9 . 8 7 . 7 1 . 0 . 8 7 . 6 1 . 0 . 8 7 . 1 REACH 509 Qin = 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 27 AF Qout= 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 27 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .44 FT . 1 . 1 . 3 n= . 013 PEAK VELOCITY= 10 . 3 FPS . 3 . 2 1 . 3 LENGTH= 50 FT TRAVEL TIME _ . 1 MIN .4 . 3 2 . 8 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 12 . 1 1 . 0 1 . 1 - 14 . 1 1 . 1 1 . 2 15 .4 1 . 2 1 . 2 15 . 5 1 . 2 1 . 2 15 .4 1 . 3 1 . 2 14 . 4 Data for DiBiase - 10 Year Post-Development - Sub.S TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Micro omnuter Systems REACH 510 Qin = 4 . 0 CFS @ 12 . 00 HRS, VOLUME= . 27 AF Qout= 3 . 9 CFS @ 12 . 01 HRS, VOLUME= . 27 AF, ATTEN= 1$, LAG= . 1 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CPS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .44 FT . 1 . 1 . 3 n= . 013 PEAK VELOCITY= 10 . 3 FPS . 3 .2 1 . 3 LENGTH= 50 FT TRAVEL TIME _ . 1 MIN .4 . 3 2 . 8 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS . 9 . 9 12 . 1 1 . 0 1 . 1 14 . 1 1 . 1 1 . 2 15 .4 1 . 2 1 . 2 15 . 5 1 .2 1 .2 15 . 4 1 . 3 1 . 2 14 .4 REACH 511 Qin = 3 . 9 CFS @ 12 . 01 HRS, VOLUME= . 27 AF Qout= 3 . 9 CFS @ 12 . 01 HRS, VOLUME=' . 27 AF, ATTEN= 1%, LAG= . 1 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= .43 FT . 1 . 1 . 3 n= . 013 PEAK VELOCITY= 10 . 3 FPS . 3 .2 1 .3 LENGTH= 55 FT TRAVEL TIME _ . 1 MIN .4 . 3 2 . 8 SLOPE= . 05 FT/FT SPAN= 10-20 HRS, dt= . l HRS . 9 . 9 12 . 1 1 . 0 1 . 1 14 . 1 1 . 1 1 . 2 15 .4 1 . 2 1 . 2 15 . 5 1 .2 1 . 2 15 .4 1 . 3 1 . 2 14 .4 REACH 512 Qin = 3 . 9 CFS @ 12 . 01 HRS, VOLUME= . 27 AF Qout= 3 . 7 CFS @ 12 . 02 HRS, VOLUME= . 27 AF, ATTEN= 40, LAG= . 6 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 60 FT . 1 . 1 . 2 n= . 013 PEAK VELOCITY= 6 . 6 FPS . 3 . 2 . 7 LENGTH= 152 FT TRAVEL TIME _ .4 MIN . 4 . 3 1 . 5 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . l HRS- . 9 RS. 9 . 9 6 . 6 1 . 0 1 . 1 - 7 . 7 1 . 1 1 .2 8 .4 1 . 2 1 . 2 8 . 5 1 .2 1 . 2 8 .4 1 . 3 1 . 2 7 . 9 Data for DiBiase - 10 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 4 .5 IN Prepared by Hancock Engineering Associates 16 Feb 99 HvdroCAD 4.Q0 000821 (c) 1986-1995 Applied Microcomputer Systems REACH 513 Qin = 3 . 7 CFS @ 12 . 02 HRS, VOLUME= . 27 AF Qout= 3 . 7 CFS @ 12 . 02 HRS, VOLUME= . 27 AF, ATTEN= lo, LAG= . 2 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH . 53 FT .2 . 1 . 3 n= . 013 PEAK VELOCITY= 6 . 5 FPS . 3 . 3 1 . 1 LENGTH= 40 FT TRAVEL TIME = . 1 MIN . 5 .4 2 . 5 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS 1 . 1 1 . 3 10 . 8 1 .2 1 . 5 12 . 6 1 .4 1 . 7 13 . 7 1 .4 1 . 7 13 . 8 1 . 5 1 . 8 13 . 7 1 . 5 1 . 8 12 . 9 REACH 514 Qin = 3 . 7 CFS @ 12 . 02 HRS, VOLUME= . 27 AF Qout= 3 . 6 CFS @ 12 . 02 HRS, VOLUME= . 27 AF, ATTEN= 1%, LAG= . 3 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 53 FT . 2 . 1 . 3 n= . 013 PEAK VELOCITY= 6 .4 FPS . 3 . 3 1 . 1 LENGTH= 60 FT TRAVEL TIME = . 2 MIN . 5 .4 2 . 5 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . l HRS 1 . 1 1 . 3 10 . 8 1 . 2 1 . 5 12 . 6 1 .4 1 . 7 13 . 7 1 .4 1 . 7 13 . 8 1 . 5 1 . 8 13 . 7 1 . 5 1 . 8 12 . 9 REACH 515 Qin = 3 . 6 CFS @ 12 . 02 HRS, VOLUME= . 27 AF Qout= 3 . 5 CFS @ 12 . 03 HRS, VOLUME= . 27 AF, ATTEN= 3°s, LAG= . 7 MIN DEPTH END AREA DISCH _(FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD 0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 52 FT . 2 . 1 . 3 n= . 013 PEAK VELOCITY= 6 .4 FPS . 3 . 3 1 . 1 LENGTH= 133 FT TRAVEL TIME = . 3 MIN . 5 . 4 2 . 5 SLOPE= . 015 FT/FT SPAN= 10-20 HRS, dt= . l HRS 1 . 1 1 . 3 10 . 8 1 . 2 1 . 5 12 . 6 1 .4 1 . 7 13 . 7 1 .4 1 . 7 13 . 8 1 . 5 1 . 8 13 . 7 1 . 5 1 . 8 12 . 9 Data for DiBiase - 100 Year Post-Development - Sub.la Page 1 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 131 j 107 W 132 j 132 j 106 f 133 E 133 G> 134 a I05 f I35 E 135 3fi ( 136 137 <e OSUBCATCHMENT F-] REACH ZL POND LINK Data for DiBiase - 100 Year Post-Development - Sub.ia Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVER (%CN) -- CN C (CFS) (HRS) (AF) 105 4 . 75 3 . 8 23%98 16%74 61%61 - 72 - 18 . 8 12 . 01 1 . 24 131 3 . 08 5 . 7 16%98 69674 79%61 - 67 - 9 .4 12 . 04 . 69 132 . 65 3 . 5 32%98 68%61 - - 73 - 2 . 7 12 . 01 . 17 133 1 . 19 3 .4 28%98 72%61 - - 71 - 4 . 6 12 . 01 . 30 134 1 .22 2 .4 11%98 89°%61 - - 65 - 4 . 0 12 . 00 . 26 135 .40 2 .3 33%98 68%61 - - 73 - 1 . 7 12 . 00 . 11 136 1 .84 5 . 5 17%98 19%74 64%61 - 70 - 6 .3 12 . 03 .45 137 . 30 3 . 7 60°%98 40°%74 - - 88 - 1 . 7 12 . 01 . 11 Data for DiBiase - 100 Year Post-Development - Sub.la Page 3 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 104 24 . 0 - - - - . 013 100 . 0500 17 .2 . 1 30 . 9 105 12 . 0 - - - - . 013 110 . 0600 12 .2 . 2 8 . 7 106 12 . 0 - - - - . 013 230 . 0500 11 . 5 .3 8 . 3 107 12 . 0 - - - - . 013 250 . 0250 7 . 9 .5 5 . 6 132 12 . 0 - - - - 013 20 . 0200 6 .7 . 1 2 . 7 133 12 . 0 - - - - . 013 20 . 0200 7 .3 0 . 0 4 . 6 134 12 . 0 - - - - . 013 30 . 0800 12 . 5 0 . 0 3 . 9 135 12 . 0 - - - - . 013 20 . 0100 4 . 6 . 1 1 . 7 136 12 . 0 - - - . 013 50 . 0100 5 . 1 . 2 3 . 8 137 12 . 0 - - - - . 013 40 . 0100 4 . 6 . 1 1 . 7 Data for DiBiase - 100 Year Post-Development - Sub.lb Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING IB4 IID / Ilp / 14© 121 � 121 120 22 122 OSUVATCHMENT REACH APDND LINK Data for DiBiase - 100 Year Post-Development - Sub.1b Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6.5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN c (CFS) MRS) (AF) 110 20 . 15 11 . 4 11%98 46074 43%61 - 71 - 63 .4 12 . 12 5 . 11 121 . 12 2 . 0 58°%98 42°%74 - - 88 - . 7 11 . 99 . 04 122 3 .43 6 . 1 19%98 810-.74 - - 79 - 14 . 6 12 . 04 1 . 07 Data for DiBiase - 100 Year Post-Development - Sub.1b Page 3 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HYdroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 110 12 . 0 - - - - . 013 60 . 0080 4 . 6 .2 3 . 3 120 - - - - - - - - 0 . 0 0 . 0 4 . 3 N 121 12 . 0 - - - - . 013 20 . 0100 3 . 5 . 1 . 7 122 12 . 0 - - - - . 013 20 . 0100 5 . 2 . 1 3 . 6 140 - - - - - - - - 0 . 0 0 . 0 38 . 3 N Data for DiBiase - 100 Year Post-Development - Sub.lc Page 1 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HVdroCAD 4 00 000821 (Q) 1986-1995 Applied Microcomputer Syarems WATERSHED ROUTING 19fi 149 w w 46 44 41 102 101 100 T T 164 197 145 143 142 m m 197 195 -1 3 142 OSUBCRTCHMENT REACH POND LINK Data for DiBiase - 100 Year Post-Development - Sub.lc Page 2 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6.5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 141 1 .27 7 . 0 10%98 90%74 - - 76 - 4 . 8 12 . 06 . 37 142 . 51 6 . 5 539o98 47174 - - 87 - 2 . 5 12 . 04 . 19 143 6 .01 8 . 7 22%98 26°%80 35%74 17%61 79 - 24 . 7 12 .09 1 . 88 144 . 83 6 .4 17%98 83%74 - - 78 - 3 .4 12 . 04 . 25 145 .42 6 .4 21%98 79%74 - - 79 - 1 . 8 12 . 04 . 13 146 .78 8 . 7 10%98 90%74 - - 76 - 3 . 0 12 . 09 . 23 147 . 98 9 . 9 17%98 83174 - - 78 - 3 . 9 12 . 10 . 30 Data for DiBiase - 100 Year Post-Development - Sub.1c Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 100 30 . 0 - - - - . 013 40 . 0125 10 . 6 . 1 46 . 9 101 36 . 0 - - - - . 013 350 . 0030 5 . 8 1 . 0 38 . 6 102 36 . 0 - - - - . 013 200 . 0030 5 . 9 . 6 36 . 7 104 12 . 0 - - - - . 013 40 . 0100 5 . 1 . 1 3 . 8 142 12 . 0 - - - - . 013 30 . 0100 4 . 9 . 1 2 . 5 143 12 . 0 - - - - . 013 30 . 0100 5 . 2 . 1 3 . 6 144 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 .4 145 12 . 0 - - - - . 013 20 . 0100 4 . 6 . 1 1 . 8 146 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 . 0 147 12 . 0 - - - - . 013 20 . 0100 5 . 1 . 1 3 . 6 Data for DiBiase - 100 Year Post-Development - Sub.1c Page 5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO NAME SOURCE ( FS) 140 REACH 140 from 38 . 3 DiBiase - 100 Year Post-Developm Data for DiBiase - 100 Year Post-Development - Sub.2 Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 H_ydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING z1e 3 z1e � � z11 E 211 204 212 j 212 W 203 213 j 213 W �_ 214 E 214 202 215 > 215 01 F 216 f 216 W 200 OSUBCRTCHMENT F� REACH APONO a LINK Data for DiBiase - 100 Year Post-Development - Sub.2 Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Svstems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVER (9-CN) -- CN C (CFS) (HRS) (AF) 210 . 70 5 . 3 67%98 33%74 - - 90 - 3 . 9 12 . 02 .27 211 .31 2 .5 61%98 39°;74 - - 89 - 1 . 8 12 . 00 . 12 212 . 60 2 . 6 50%98 32%74 18%61 - 84 - 3 .3 12 . 00 . 21 213 1 . 81 3 . 5 20°%98 529-74 28%61 - 75 - 7 . 9 12 . 01 . 51 214 .22 1 .4 77%98 23%74 - - 93 - 1 . 3 11 . 99 . 09 215 1 . 32 2 . 9 259.98 75%74 - - 80 - 6 . 6 12 . 00 .42 216 .70 1 . 6 34%98 66%74 - - 82 - 3 . 6 11 .99 . 23 Data for DiBiase - 100 Year Post-Development - Sub.2 Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c1 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 200 - - - - - - - - 0 . 0 0 . 0 11 . 5 N 201 15 . 0 - - - - . 013 160 . 0060 4 . 6 . 6 5 . 1 202 15 . 0 - - - - . 013 125 . 0080 5 . 3 .4 6 . 2 203 15 . 0 - - - - . 013 175 . 0290 9 . 7 . 3 7 . 3 204 15 . 0 - - - - . 013 140 . 0180 7 . 2 . 3 4 . 2 210 12 .0 - - - - . 013 25 . 0050 3 . 6 . 1 2 . 6 211 12 . 0 - - - - . 013 45 . 0160 5 . 6 . 1 1 . 8 212 12 . 0 - - - - . 013 35 . 0570 10 . 5 . 1 3 . 3 213 12 . 0 - - - - . 013 20 .0300 8 . 5 0 . 0 6 .4 214 12 . 0 - - - - . 013 33 . 0180 5 .4 . 1 1 . 3 215 12 . 0 - - - - . 013 120 . 0450 10 . 8 . 2 6 . 5 216 12 . 0 - - - . 013 32 . 0400 9 . 3 . l 3 . 6 Data for DiBiase - 100 Year Post-Development - Sub.3a Page 1 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 312 y 312 319 � 310 � 304 311 311 OSUBCRTCHMENT REACH POND fin LINK Data for DiBiase - 100 Year Post-Development - Sub.3a Page 2 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4,Q0 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT' D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (% N) -- CN c (CFS) MRS) (AF) 310 4 .08 12 . 2 5%98 610174 35°%61 - 71 - 12 . 5 12 . 13 1 . 03 311 4 . 81 7 . 3 19%98 68%74 149-61 - 77 - 18 . 8 12 . 07 1 .43 312 2 .25 8 . 2 24%98 74%74 3%61 - 79 - 9 . 3 12 . 08 . 70 Data for DiBiase - 100 Year Post-Development - Sub.3a Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (Q) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. , DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 304 - - - - - - - - 0 . 0 0 . 0 19 . 6 N 310 12 . 0 - - - - . 013 180 . 3000 26 . 6 . 1 12 .4 311 12 . 0 - - - - . 013 15 .0100 5 . 0 0 . 0 3 . 6 312 12 . 0 - - - - . 013 25 .0100 5 . 1 , 1 3 . 6 Data for DiBiase - 100 Year Post-Development - Sub.3b Page 1 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 H1droCAD 4 . 00 000821 (Q) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING 331 319 E 319 W 317 j 317 31S F 318 332 F 315 j 315 T 316 E 316 3B3 � r 313 j 313 314 F 314 OSUBCRTCHMENT F] REACH POND LINK Data for DiBiase - 100 Year Post-Development - Sub.3b Page 2 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGTID PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (0-.CN) -- CN C (CFS) (HRS) (AF) 313 . 09 2 .2 33%98 56°%74 11%61 - 81 - . 5 12 . 00 . 03 314 .25 4 . 9 16°%98 84%74 - - 78 - 1 . 1 12 . 02 . 08 315 1. 18 3 . 5 20%98 68174 12°%61 - 77 - 5 .4 12 .01 . 35 316 . 97 6 . 0 30%98 700-.74 - - 81 - 4 .4 12 . 03 . 32 317 .50 2 . 7 28%98 72%74 - - 81 - 2 . 6 12 . 00 . 16 318 . 74 7 . 1 27%98 73%74 - - 80 - 3 . 1 12 . 06 . 24 319 . 56 4 . 1 45%98 55%74 - - 85 - 3 . 0 12 . 01 . 20 Data for DiBiase - 100 Year Post-Development - Sub.3b Page 3 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 301 15 . 0 - - - - . 013 295 . 0070 5 . 0 1 .0 5 . 6 302 15 . 0 - - - - . 013 155 . 0140 7 . 0 . 4 7 . 6 303 12 . 0 - - - - . 013 320 . 0170 5 .4 1 . 0 1 .4 313 12 . 0 - - - - . 013 22 . 0630 6 .3 . 1 . 5 314 12 . 0 - - - - . 013 32 . 0090 4 . 0 . 1 1 . 1 315 12 . 0 - - - - . 013 20 . 0900 14 . 0 0 . 0 5 .4 316 12 . 0 - - - - . 013 32 . 0160 6 . 5 . 1 4 . 3 317 12 . 0 - - - - . 013 25 . 0830 11 . 1 0 . 0 2 . 6 318 12 . 0 - - - - . 013 30 . 0900 13 . 0 0 . 0 4 . 0 319 12 . 0 - - - - . 013 53 . 0006 1 . 3 . 7 . 9 Data for DiBiase - 100 Year Post-Development - Sub.3b Page 5 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO. NAME SOURCE (CFS) 304 FROM CULVERT 310 REACH 304 from 19 . 6 DiBiase - 100 Year Post-Developm Data for DiBiase - 100 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6.5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 . 00 000821 (r) 1 86-1995 Applied Microcomputer Systems WATERSHED ROUTING ae2 W 200 401 407 W WIV 160 > 409 j 466 491 > 402 > 403 j 404 j 405 >T 96 T m 515 301 403 OSNBCRTCHMENT [:] REACH QPOND LINK Data for DiBiase - 100 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydrOCAD 4.Q0 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6.5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) —GROUND OVERS (%CN) -- CN C (CFS) MRS) (AF) 401 . 93 5 . 1 29°%98 71074 - - 81 - 4 .4 12 . 02 . 30 402 2 . 34 8 . 0 23%98 77074 - - 80 - 9 . 8 12 . 08 . 75 403 1 . 88 6 . 8 27%98 73%74 - - 80 - 7 . 9 12 . 05 . 60 Data for DiBiase - 100 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (Q) 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 400 42 . 0 - - - - . 013 29 . 0001 1 . 2 .4 10 . 6 401 30 . 0 - - - - . 013 12 . 0080 6 . 7 0 . 0 10 . 6 402 54 . 0 - - - - . 013 215 . 0009 3 . 1 1 . 2 14 . 0 403 54 . 0 - - - - . 013 222 . 0009 3 . 1 1 . 2 13 . 9 404 54 . 0 - - - - . 013 46 . 0009 3 . 1 . 2 13 . 9 405 54 . 0 - - - - . 013 203 . 0150 9 . 7 . 3 23 . 6 406 - 6 . 0 3 . 7 - - . 013 84 . 0010 3 . 6 .4 31 . 2 407 18 . 0 - - - - . 013 10 . 0100 6 . 7 0 . 0 9 . 8 408 30 . 0 - - - - . 013 20 . 0125 10 . 5 0 . 0 49 . 1 Data for DiBiase - 100 Year Post-Development - Sub.4 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems LINK Qout NO. NAME SOURCE (CFS) 100 REACH 100 from 46 . 9 DiBiase - 100 Year Post-Developm 200 REACH 200 from 11 . 5 DiBiase - 100 Year Post-Developm 301 REACH 301 from 5 .6 DiBiase - 100 Year Post-Developm 515 Patton Road Extension REACH 515 from 6. 1 DiBiase - 100 Year Post-Developm Data for DiBiase - 100 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems WATERSHED ROUTING O W C5©1 1j 301 503 50c j 507 j 508 j 509 j 51B j 511 ) 512 515 � m SH2 , 502 509 T SBS 513 m 50J 505 OSUBCATCHMENT F_� REACH POND a LINK Data for DiBiase - 100 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 6 .5 IN, SCS U.H. RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER (ACRE) (MIN) --GROUND COVERS (% N) -- CN C (CFS) (HRS) (AF) 501 . 09 1 . 6 67%98 22%80 11%61 - 90 - . 5 11 . 99 . 03 502 . 30 2 . 5 200-.98 17°%80 63%61 - 72 - 1 . 2 12 . 00 . 08 503 .20 1 .3 450198 55%74 - - 85 - 1 . 1 11 . 99 . 07 504 .47 2 .2 28%98 720-o61 - - 71 - 1 . 9 12 . 00 . 12 505 .42 1 . 8 69%98 31%61 - 87 - 2 .4 11 . 99 . 15 Data for DiBiase - 100 Year Post-Development - Sub.5 TYPE III 24-HOUR RAINFALL= 6 .5 IN Prepared by Hancock Engineering Associates 17 Feb 99 HYdroCAD 4 00 000821 ( 1986-1995 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) (FPS) (MIN) (CFS) 501 12 . 0 - - - - . 013 18 . 0100 3 . 3 . 1 . 5 502 12 . 0 - - - - . 013 10 . 0100 4 . 3 0 . 0 1 . 2 503 12 . 0 - - - - . 013 18 . 0530 7 .3 0 . 0 1 . 1 504 12 . 0 - - - - . 013 35 . 0400 7 . 8 . 1 1 . 9 505 12 . 0 - - - - . 013 15 . 0100 4 . 9 . 1 2 .4 506 12 . 0 - - - - . 013 93 . 0170 5 . 7 .3 1 . 7 507 12 . 0 - - - - . 013 146 . 0320 7 . 0 .3 1 . 6 508 12 . 0 - - - - . 013 100 . 0400 9 . 7 .2 4 . 5 509 15 . 0 - - - - . 013 50 . 0500 11 . 9 . 1 6 . 8 510 15 . 0 - - - . 013 50 . 0500 11 . 9 . 1 6 . 7 511 15 . 0 - - - - . 013 55 . 0500 11 . 9 . 1 6 . 7 512 15 . 0 - - - - . 013 152 . 0150 7 . 2 .4 6 . 4 513 18 . 0 - - - - . 013 40 . 0150 7 . 5 . 1 6 .4 514 18 . 0 - - - - . 013 60 . 0150 7 .4 . 1 6 . 3 515 18 . 0 - - - . 013 133 . 0150 7 .4 . 3 6 . 1 1 VINCENT DIBIASE INC; r;r„ RESIDENTIAL .REVEL©P )MINT'D .Y PLA(' S LE1 'vi October 9 6, 2000 Mr. Walter Powers Chairman Salem P►anrritrg Board One Salem Green Salem, MA 01470 RE: T'atton RS.5�lxlysiv,_n otI sits sitlewalli Dear Mr. Chairman: Enclosed please find two executed letters from two Patton Road residents who are adamantly oplx>sed to the construction of sidewalks, as proposed, across their properties. In kill attempt to mitigate this situation, Vincent DiBiase, Inc., proposes, in lieu of the sidewalk construction. an extension of the one and a half inch bituminous concrete street overlay. This would take place across the ptoper•ty, located at 7 Patton Road, and diagonally to the property south, located at 6 Patton Road, I have enclosed a diagram of this proposal for your review, I am available to discuss tlus further with you or your designated representative. The company phans to overlay Patton Road the first of November. Plea:4 do not hesitate to contact me with any questions. I can be reached at 781-844-7026. Sincerely, jaVINCE 'DIBIASE, INC. ul DiBiase onstruction Consultant P.O. [lox 780, LyonGeld, IFMA 01941) On-Site Salem Office (978) 745-1625 p / October 10, 2000 Mr. Walter Power Chairman, Salem Planning Board One Salem Green Salem, MA 01970 Dear Mr. Chairman: As a resident of 7 Patton Road for many years, I fail to see the need for a sidewalk in front of our home. I feel that it will be very intrusive if constructed. I have managed for many years without one, and would like it to remain that way. Respectfully, Barrett 7 Patton Road Salem, MA 01970 October 10, 2000 Mr. Walter Power Chairman, Salem Planning Board One Salem Green Salem, MA 01970 Dear Mr. Chairman: As a resident of 9 Patton Road for many years, I fail to see the need for a sidewalk in front of our home. I feel that it will be very intrusive if constructed. I have managed for many years without one, and would like it to remain that way. Respectfully, Mi. rvicC arthY 9 Patton Road Salem, MA 01970 , '_ "' s ng``,4 s r f"€✓ $Hw'4 4r ,re�+i�,r,�- �` Aa a. ixv .c ,°a '<u"�'� h"§,4S°r ^.p 7 -ir:.` � <r 7.mp2 x/"�W -w #N a +b, e 'tX � S*a^� a .,�W x 4:`x�f,�°: - �.. ^_� r eye * x a i= r. s ra�� v� /#" �' ➢a ��Y � '.f�°k' N !_�. � t� ld ro f — �� v 3 , LOT 15 , 928 S.F ' oqoso �` cA ► , D*rp• ��• L Wq1 � oo. o� U�0 � ` �a C40 .0� PATTO N X4,.00 ' w ,aE) Q� 1•. Lo••42 �' 59.14 f - �t•tIGS.II .� LOT 9 221294 10 s s _ �'I 3 �� �M As part of the dcvclo!tmcut of Pattca Road by VINCENT DIBIASE• INCORPORATED (as detailed in the DQE .,c q•• Subd'nision Plat FattOn Road- Sa[cm,Ma odnsctts daUJ Au$tct 2,1?98);V[NCENT DIBIA: INCORPORATED D_ plans lO bw}•water,server mrd d.-ais:?iacs brnatil L`l:ng!Y.of N'ay\Y:I1Cb I1C51)ChtlCCil#I lV;fi A P.o.:d and:':i NIGI t:P.O-J.:- Vizor-ENT DIBIASE INCOI'd'ORATED.,,rtes to install,at tl:cirONNrO cost,a nary&ivcway upon completion of tllc crater,re`acr - .and drain line installation. Ilis Hely driveway gill replace [Sc currant drivavay covering 6hc right of t:a}', as reel, a9;Ohting soclions of driveway,for:ui ig cue continuous sir,f Lc. R.fnoval oftlic current drive:vay will includc: l . Rcmev.^.1:,ud Jislwsr I oC ll:c rnrra•[Liudcr znd t;uis?1 teals hrs!Illalinn of tae ncw•drivow•-y will includc: - &:utc fal or OnsuitaU'foruda!iun material and addiiicn ufprccca=cd.-,•ravcl to crepe a Cuam::!.o::u incl.:-JCcp Cotnna.•^m tlic proresscd arzvcl .. . Applicaticn OF, I-W2iE ?!2?;i<?:bii:dcr COIL . Applicati:uofaI-U2inhtlti.'.:f:::h' cUt. - If oig_ing t^!S5 plan:through t!'c iIiivcaT.y\Cit?tilt I year of the nciv drivmy m5:nlllt:Vn i:.:O::!cr i.p aceta-::Nte'watcr,sra::r,cr - drain lines,VDCENT DIBIASE MORPOI'•ATED v:Ji,at dlcir own cost,r>"torc a scam i-s ctrl iucous surface usin8 iurccrca - patdtiag. 'Chis ay7ecment is bcty ccit VINCENT PIBI IS F INCORPOP 1TED and the owners of r'I hie: i'.t 3oc:f c.1'�I:oC•tt I'Wad i . t�'.::1.^.f:�rti E:^ttSLnt^itS^.c1Vin_Lrt lii°3insc lrcOrsOret^_d:i.: _ . . . . -. r7�/7Ilk �•_ !r `-7 f._ ... 5:S'natuzc lent.t• 1lC Gwr:zr tf05 ieiuff..tt i+O.0 _ . .. - . r ,. /J .lie:rtu:c _,.._. - _. Printc"ti-aa.�lc .Ian i i Owncr of#I Mofratt Road: -- �// �,Cf, /.7C�p J:✓S! �C�f1:f_��•C-a cZ-- -?9 �" �••1J 1 Sion� PriumdNamc /ltwc.G 97�z4 � r'I.cr /V.��jr�c-c�r�ea.-ems ' Z,,,G�. SccJ- Crgv fvr I inttnr DWI=Imorpararcd D6 Thursday,January 7,1999 The Evening News, Salem,Mass. ■ comics GARFIELD By Jim Davis BROOM HILDA By Hussell Myers PLACES X THE ''NOBODY I'M A PEL / TRAPF- I FEEL LIKE I HAVE A AN ICATF-, HU BEAUTIFUL AND WITH MF-1,-0 I /WILL EVER KNOW SKINNY CAT INSIDE ME MI6iHT ,5F-F THE j THE PIFFERFENCE" LOVELY PRINCESS X. :X PART ROPED MF- TRAPPED FOREVER WORLD! 0 yTLE. IN LIKE N CALF AT 0 0 IN THI,57 CA 0 • N013OPY WILL. A RODEO! EVER NOTICE THE :j:j:j:j: PIFFERENCE! X, X .- JUDGE PARKER By Harold LeDoux 9.C. By Johnny Hart 'L-LDOVVHATICAN )-rHANKS,SAMIBUT'I I UNDEFtsTANo., impos5ie BUT WHAT HAPPENS TO FIND THIS YOU CAN'T TELL A I NEVER ME FOR YOU, SOUL—NOT EVEN IFTHE LICENSE ANYONE NAMED my cousi A WAS A 16P HOW THE TOOTH FAIP-'(LEFT' HIM STOCIlc JIM BOB! ABBEY! TURNS OUTTO BE FIRISCILLA FjNANCiAL,,NI7-AP- ^ � 1g BONA FIDE? PLEASANT —PERIOD/ WILSON /-7 1,7 WIZARD OF ID By Brant Parker&Johnny Hart L 1991 CREATORS ST­C.1*C W—CM-100 ROSE IS ROSE By Pat Brady 0 71+15,MAN BROKE INTO MRPIW W OR I IMP a RCS' WOVL�p you C-44VKCR Mo R Pox I "NE 70 WELLz WKZ-To 5es MY M CAFFEINE 9M= ix WON MAKE YOU 0 C) 0. w!L.cam ne.com By Scott Adams CATHY By Cathy Guisewite DILBERT I GOT M4 FLU SHOT IN I 5rA4 FIT, RESTED AP30 14OUR E46$ LOOK A LITTLE -RACK! I D AUGUST AND STARTED H14DRATED...EAT LOTS OF 11L 14,01, PLIFF14. 1 HOPE 14OU'RE TM UNAK! 5T1 WE MUST BE LIKE TAKING PRECAUTIONARY ANTIOXIDANT-RICH GREENS NOT GrE7lN6r THATTHIN& I FEEL DEFEtSE EAGLES, NOT I DIDN'T EcRINACEA IN SEPTEMBER. —KEEP M14 ALITOMMUNE EVER40ME HAS, ACAIRI FOR"E BOOSTED Wrrvi THE 9601 FOR THE 00 THE 545'TEM Boo ALI a 60 W I, DUCKS. SLIC(F MEOADOEIE5 OF"C" AND"E" I)IIINGri!! SLIG&ET(ON. EGGS ,,,AND KEEP STRESS LEVELS C� DOWN WITH KAVA KAVA. i 0 E 0 A X� 2i Created by Greg Howard SALLY FORTH ROBOTMAN By Jim Mdclick WOW, REMEMBERISNT SOMETHING THIS PRICELESS BECAUSE IT'S DID I SAY �Dj 91WV;RW ��wA! TELL ME,it kT 09-M ASPIREID ATTEND `(FS, OK, 01M%'D.--%UrLWK! .W .V �S FROM SHOULD BE DISPLAYED A CHICKEN IN P ICELESS? W INVISIStLIN Xvi'T TASK TO MP, TVAC. NEXT C)L4lA?(C GWP.S,,mtlD t4w LEAST THE RAS4 ON THIS ORNAMENT vERY FIR PROUDLY. I WONDER WHY A SANTA SUIT? APPRAISING 15 IT TED? WE HID IT IN FbTtON Bur ma OF MNV4ESVZ. To T*ll�UAF AND INVISIBLY Y.Noc% TaTotv o,,rwrai FtwkLI,� CHRISTMAS THE BACK OF SUCH A SUBJECTIVE 4909 SIDE EFFECTS? IK BAR OFF VaeNr-VSR TOGETHER? THE TREE ART. IRORAIM H4 A SHOT CLAUVra RAINS V4;KT THIS SEASON. 71AE AT THE GOLD" N� Q 7 W-5 z \�A BV Mike Peters MOTHER GOOSE A GRIMM WELL.,WE CLIMM)'UP 41HOOPSIN f HONE: ,1146 WEATHER FAMILY CIRCUS By Bill Keane CROSSWORD . -ANITIENRiAlliLlIMI TAlls.11AINGIEWT1 FALLINO CHARKEL 5�kOWS ITS L, I AIMMAIL.,S16 A 0 560 by THOMAS JOSEPH EIC RILIEDWITIE DI VkAt FIGURS ou INVAT ME! Rh1N1NGCAT$ANPP0G5, ACROSS 2 Range A M I MI NI&Al 1 0 T 0 T 1 European 3 Bread T 4 AA S A D-t- capital spread LI REA 5 Up 4 Lure A S M ROLE'S 11 Court star 5 Church A C A Lendl part SCOT T 0 M E N 12 Canal 6 Insurance =1N f setting workers 0 M I E I LIEIT N LC�A 13 Sassy 7 Needing WWIAIT E WS .2LE T 1/7 14 Refuse to change Yesterday's Aswer DbI by Tib-CMC iA Ty-AA- go to bed 8 Utter By Charles M.Schulz 15 Train 9 Casso- team 35 line PEANUTS worker wary's kin 22 Refuse to elds "Someday,"thought the "I suppose,"she "Just don't 17 High card 10 Carpet go on 36 larch "What do 18 Bit of feature 23 Actress me dogs think dog,"someone is q0i nq Said,"all they stand too close gossip 16 Actor Lena 371.'s about?"5he to leave the gate open, think about is to that qate," 22 Suffering Beatty 28 Make uperior fy ennui 19 Cantina more 383pigot wondered. and I'll be out of here eatiriig. the doq Chuckled. I-7 24 Vampire drink profound 39kltar like a rocket" 01999 od K.wyO I.C. killer 20 Tom Joad, 29 State words D.1 by cow.s,...nc 25 Actress for one 30 Sopping 4 Greek MacGraw 21 Cincinnati 31 Relaxed letter "Mommy! Jelly's pointing the 26 Cleanse 1 2 13 14 7 1 10 27 Paul's empty paper towel roll 11 12 Pae at me again!" 30 Pay 13 14 R1 by Lynn Johnston 32 Places for FOR BETTER OR WORSE padding Do YOU HAVE ANY,6RANNY My ELDEST STEPDAUGHTER I SFF- BABIES IN CAR- 1 GUESS THAT EXPLAINS L9 DAVID 33 Greek 17 18 20 21 FEEI-1NaS"Y1FTFL IS MARRIED NOW,AND RIAGES,AND I GO BY THE F RAT AND JACKET, letter OUELLET No. I DON'T' ALL ITHiNK ASWT IS— CH I LDREN's STORES 34 Mysterious 24 THINK WHEN ARE THEYGOIN& AND, I WISH ( HAD HOW TO PLAY:All the words listed below appear in the Puzzle 38 Al's wife To&%4E US SMEONe TO horizontally,vertically,diagonally,even backward.Find the 41 Verdi 25 and CIRCLE THEIR LEITERS ONLY. DO NOT CIRCLE GRANDCHILDREN? BUY FOR. opera The leftover letters spell the Wonderword. THE WORD. ze 2s 30 31 42 Stick do EXPEDITION IN ARCTIC Solution:8 letters 43 Flight 3z 33 part R A E B E L I B 0 M W 0 N S R 44 Mortgage 34 35 3s 37 payment 38 39 40 41 K R S N 0 1 G E R E F 0 X E S 45 Sunup M A N site 42 43 DOWN N D D Y N L 0 C A J S HOLM A N RUOTOTOAE I I Fit for By ark Parisi T U �e"M A picking FOXTROT By Bill Amend OFF THE MARK I K S L H R D T R K ro) 1-7 For answers to today's cros!ord,call THE NAME OF THE I GWE TAKE, FOR EXAMPLE, U T B 0 D E D N S N I Sq) E C STUMPED ynil-900-454-7377!99c per mine,touch- WAy *fou ARE WALKING LA-1;�I-'I, T'V,(56514 NANW& �tary phones.(18+only.)A King Features sere,NYC. TIN BUSINESS, MR.FOX, TmRour R I A N R B U Y 0 V A E L L K A: THROUGH THis OFFICE- 1 4 15 EFFICIENCY. wASTED DAILY CRYPTOQUOM—Here's how to w-k it: *HT TURNS, -QA-r"NOT-50-POPPIK- TIME is WASTED MONEY. LEFT TuRNS, RiE E M F D A D S T U G V L I T E THE STAIRS AXYDLBAAXR LIF THE STAIRS,DOW F M F S H 0 G N U I E M E W N is L 0 N G F E L L 0 W I E I I C N I L V S A A E C Z One letter stands for another.In this samplik is used for the three L's, X for the two O's, etc. Sing letters, L N N E I K E R M T H S G A I apostrophes,the length and formation of the Drdsare all hints. Each day the code letters are differen D S A L R B U E E T T S D M E F R E E Z E P K 1-7 CRYffOQUOTE L E L E E S R I E 0 H C E M 0 U N T A I N A GD HFGN D KG H M VM DKF C I R G L E L W G N I E 0 IN A NOW,TELL ME, THE QUESTION F 0 F J Q Z N F Z P F D FB F C RG C IF yoU TuST STOPPED WHAT IS IT SHOULD BE 1/7 WEAVING ALL OVER THE Press Syndicate v 1999 universal PLACE,*YOU'D GET WHER- THAT You'RE WHO Am I Baffin, Basin, Bear, Belt, Beluga, Birds,Camp,Canoe- Q V W F N M J V W I E W Y Z T P DV T TRYINGTOW EVER YOU'RE GOING IN TRYING To GET To? AWAY FROM.. ing, Circle, Climate, Cold, Dundas, Echo, Ecosystem, HALF THE TIME! Edge, Ellesmere, Eskimo, Fjord, Foxes, Freeze, Ice- QVTQHENZVTN . —SJEQF RF D F J Melt, Yesterday's Cryptoquote: THE SUPRIOR land, Immense, Inuvik, Lake, Mackenzie, Mass, Richardson, MAN UNDERSTANDS WHAT IS FGHT; Mountain, Nature, North, Ocean, Region q, THE INFERIOR MAN UNDERSTANDS fHAT River, Seal, Snowmobile, Survive, Tundra, Vast, Weather,Wellington,West,Wildlife,Yukon. WILL SELL.—CONFUCIUS ED HELP Yesterday's Answer:Microwave with Cryptoquotes? Call 1-900-420-070 99c 51 all, dgll per minute, i n ute,touch-tone/rota ry phones.(18+only.)A King Flu res ORDER VOLUME 12TODAYl in addirlm.Volumes 7.8,9,10 and 11 are still avall"d P.O.P HE'S 'L LIKE NAVE A NGRY FEEL SKINNY CAT INS"'F- ME 0 C c� NEED S 0DEcdY !M MarkParisi@aol.come,NYC. =Z- offthemar-com 4d�4,11 any of the 6 by sending$5 70 Bach(U.S.(ysowars only)to The coiwed wonderm ATLANTIC FEATURE C1999 MMK PARISI www 419242,Kansas city Mo.64141.Make check payable to universal Press synclicate an the volume(s)you wish to order. 1 ©1999 by King Features Syndicate,Inc. .... ...... The Evening News, Salem,Mass.,Thursday,January 7,1999 D5 Sports • 0 CLIC eaves entuC t0 111 Boston to leave Ohio State By TIM WHITMIRE "There's a little bit of unfinished business COLUMBUS, Ohio (AP) - tion with family and friends." Associated Press He is coveted by NFL scouts at SC, but I'm ready for a new challenge," David Boston,a second-team All- Cooper said he had counseled for his 6-foot-5 225-pound size Claiborne said. "I did everything I could for American who caught more Boston not to turn pro. Kentucky quarterback Tim Couch will give + + this university. I'm ready to step up to a new passes than anyone else at Ohio "If I thought he was making up his senior year and make himself eligible accuracy, touch and experience level." State,announced today he will the right decision by leaving,I'd for the NFL draft and an expected multimil in Kentucky' st ie Junior wide receiver R. Jay Soward, Clai- give up his senior season to make tell him to leave,"Cooper said."I S r0- lion-dollar payday, The Associated Press has y p y borne's teammate and boyhood friend, said himself available for the NFL think he needs to come back.I learned. passing offense. he would return for his senior season. draft. think David can win the Bilet- "He's definitely coming out" in the draft, a James set a Miami single-season rushing Since the 1992 draft,coach John nikoff Award as the nation's top source familiar with the situation said today, record with 1,416 yards and 19 touchdowns Cooper has lost 10 underclassmen receiver. .,.This guy can win the confirming earlier reports that Couch had de- Farris was college football's outstanding in- during the regular season. He is only one of who left early for the pros.And it Heisman Trophy." cided to turn pro. terior lineman. The 6-foot-9, 315-pound junior three Miami backs to rush for more than may get worse because line- Boston had said he would not Kentucky called a news conference for said a significant factor in his decision to 1,000 yards and the only one to do it in con- backer Andy Katzenmoyer is also base his decision on the gradua- Thursday when Couch is to announce his de- leave was his teammates.Since he red-shirted secutive seasons. considering passing up orgoing tion of Germaine,one of the na- cision. The school said coach Hal Mumme as a freshman many players in his incoming "I thought this was an opportunity I should his final season of eligibility. tion's most accurate passers. also would attend, freshman class, including quarterback Cade go for right now," he said. "Just thinking Through his three seasons, Most of his 85 catches this season Couch could be the first pick in April's McNown,have completed their eligibility. how the season went, this year was the right Boston picked up Ohio State for 1,435 yards were thrown by draft by the expansion Cleveland Browns. On Tuesday, Butkus Award winner Chris time. Things have turned out real well." records for receptions in a game Germaine. He also had said he He is coveted by NFL scouts for his 6-foot-5, Claiborne of Southern California and Miami James opened scouts eyes with a 299-yard (14),season(86)and career(191), would not return just for the per- 225-pound size, accuracy, touch and experi- running back Edgerrin James said they were rushing performance in Miami's 49.45 upset receiving yards in a season(1,435) sonal glory. "I'm not going to ence in Kentucky's pro-style passing offense, leaving college early for the NFL, of UCLA last month and said he expects to be and career(2,955)and touchdown come back just to try to win the Couch threw for 4,275 yards and 36 touch- Florida linebacker Jevon Kearse and defen- a first-round pick, catches in a career(34). Biletnikoff Award,"Boston said downs this season in leading the Wildcats (7- sive tackle Reggie McGrew and Alabama- Kearse, a 6-foot-5, 250-pounder, had 54 As a freshman,he caught a 5- after the bowl game."I'm having 5) to their first seven-win season since 1964 Birmingham linebacker Brian Smith joined tackles and a team-best 71/2 sacks for the na- yard touchdown pass from Joe a lot of fun right now. College and their first New Year's Day bowl appear. Claiborne and James on Tuesday announcing tion's ninth-ranked defense, Germaine with 19 seconds left in football is great,I enjoy playing ance since 1952. their intentions to enter the draft, McGrew, a 8-foot-2, 295-pound All-SFC se- the 1997 Rose Bowl to give the with the Buckeyes," Also heading to the NFL today were David Claiborne won the Butkus as the.nation's lection, had 41 tackles and five sacks in nine Buckeyes a 20.17 victory over With several other top re- Boston from Ohio State (see related story) top college linebacker and was a unanimous games this season, He missed two games with second-ranked Arizona State, ceivers already available in the and Kris Farris, the Outland Trophy winner All=America choice after leading USC to an 8= a back injury, "I wouldn't may it was an easy Boston said he is ready for a draft,Cooper had wondered if it from UCLA, 5 record and a berth in the Sun Bowl, decision, but once I looked at it and weighed new challenge and began to think would be worth it financially fbr Boston holds the Ohio State record for ca= A three=year starter, Claiborne led USC all my options, it wasn't that hard of a deci= about whether to turn pro after Boston to make the jump a year reer touchdown catches with 34. He also has with 125 tackles in 1998, including seven for sion to make,"McGrew said, Ohio State's Sugar Bowl victory early. "If you're not going to be set Buck@Ws records for receptions in a game losses, and six interceptions, Meanwhile, Arizona State tailback J,R, over Texas ALCM, He made his the first guy taken at your post= (14), season (86) and career (191), and re= He said the only thing that has eluded him Redmond and Indiana defensive end Adewale decision "after it lot of soul tion,then why should you come ceiving yards in it season (1,435) and career was playing in the Rose Bowl, but that alone Ogunl@ye decided to return for their senior searching and indepth conv@rsa- out?"Cooper said, wasn't enough to persuade him to return, seasons, 4 Soxagree4 o terms withDesigned to fit Legal Notlee Roc*en will attempt to eaitchers Cormier and Gross the student body EASTERN ST BANK AND vet records in Ston MarathonTh@ Annual Report of th@ Mos@@ BOSTON (AP)=The Red Sox He hasn't pitched to the major and Minna 0, Alp@rs Charitable have agreed to terms with pitchers I@agues since going on the dim. Education and r available at Eastern Bank BOSUN (AP) = l our=tim@ runner Boston has ever Rh@al Cormier and Ki Gross. abl@d list in and gust Company, 2fb Essex- p April 1997 while Street, Salem, MA 01970,for in®�= Boston Marathon winner Bill @@@n," Cormier,a l@ft=handor,agreed to playing for the Montreal Expos, Every Monday in tion during normal business hours Rodg@a will run in this The v@t@can's division is a minor I@agu@ contract with all Gross, 34, has pitched for the within 100 days of this note@@,Contact year's iiarathon and has his for runners 50 and older, invitation to major league spring Nippon Ham Fighters in Japan's Susan K, Syv@rs@n, Vice president, eights of on breaking three Rodger@ said he wanted to training camp.Right=hand@r Grose Pacific L@agu@ from 1994=1998, He 40,11, EVENING NES at(979)740=0313, v@t@rain'@cords, br@ak the following veteran accepted a on@=y@ar major league led the league in 1995 with 18 win@ Rodgr@, 51, won the open records in Boston; American deal, and in 1998 with 17 wins, men's dvision in 1975, 1978, record (2,31:34); the Boston Cormier, 31, was a m@mb@r of He played just on@ complete 1979 an 1980, course record (2;27:17); and the Red Sox pitching staff during game last @@ason aft an elbow in= Legal Notice Legal Notice "I'm bck with a purpose," the American point-to-point their 1995 AIS East Division Cham- jury took him out for the first half Rodgertsaid, "Now that I ruin marathon record(2:25:48), pionship season, posting a 7.5 of the year, TOWN OF IPSWICH ESSEX MINI-STORAGE in the steran'@ division, I The 108rd Boston Marathon record and a 4,07 RRA in 48 Terms of the agreements were HISTORICAL COMMISSION By virtu@ of the right ranted by feel I en be the best veteran will be run April 19, 1999, games, not disclosed Tuesday, Residents of the Town of Ipswich, statute Chapter 10&A Section 4 of the pl@as@ now that the Ipswich Histori• U. C, C.for Self 8torap Units,and All cal Commission well hold it public other rights,for the purpose of satisfy- hearing in the offices of the Com• ing the lion of Essex Mini-Stora Legal Notice Legal Notice mission in Town Hall on Thursday, 221 Western Avenue, Essex, MA fe, or January 14, 1998 at 7:30 P.M. to storage and other expenses, will be COMMONWEALTH OF COMMONWEALTH OF hear testimony and determine If the sold at Public Auction at: Essex al Notice Legal Notice MASSACHUSE77S MASSACHUSETTS property located at 28 Brownville Mini-Storage, 221 Western Avenue, g g THE TRIAL COURT PROBATE COURT Ave,, known as the Brown Stocking Essex, MA on Wednesday, January PROBATE AND FAMILY ESSEX,es Docket No,98P 2651.00I Mill building,well be designated as a 27, 1999 at.10:00 a,m,, all and singu- (T'Y OF SALEM CITY OF SALEM COURT DEPARTMENT To WILLIAM M. LEBLANC of preferably preserved significant lar the Household furniture,furnish. PLNNING BOARD PLANNING BOARD ESSEX Division Peabody in the County of Essex and to buildthi pursuant to Sec.C of Chapter ings, automobile of the following Will hulti public hearing under Will hold a public hearing for all Docket No.98P 29M-01M his heins apparent or presumptive and XVI of the town by-laws(the demoli. accounts: Section 7.1 Site Plan Review of the interested parties on the application of NOTICE OF GUARDIANSHIP- to the United States Veterans tion delay by-law), LIST OF ESSEX MINI-STORAGE City of Sale;Zoning Ordinance to DiBiase Salem Realty Trust for a MINOR-WI'T'H SURETIES Administration, IPSWICH HISTORICAL RENTERS BY UNITS: amend a panned unit develo ent Definitive Subdivision Plan to allow NOTICE A petition has been presented to said COMMISSION Name of Renter Unit so special penit at the reques f HD the construction of a roadway which To all persons Interested in ALEXA Court alleging that said WILLIAM M. (12/31,1/7) George Deveau 41 Salem - GLLC and Hom spot, will end in a cul-de-sac and associated vonVARSANY of 19 Chestnut Street, LEBLANC unable to make or commu- (1/7,14) USA, Inc, r the property ated at utilities to service the construction Peabody, MA 01960 and SABRINA nicate informed decisions due to physi- 50 TradertWay, The pr sed pro- of nine single fancily dwellings.The vonVARSANY of 22 Bailey's Dane, cal incapacity or illness is an ill per- fect include the constr tion of a proposed development is located at the West Newbury,MA 01960, son,/and praying that WILLIAM J, Home Dept store a ' he former end of Patton Road, Assessors Map A petition has been presented in the LEBLANC of Salem In the County of Legal Notice SomervilhL kber e, The plan 22,Lot 160,This hearing will be held above captioned matter praying that Essex or some other suitable person, shows a oi}itory 1 ,072 square on Thursday, January 21, 1999 at SUSAN HUBBARD of Ipswich in the be appointed his guardian. MORTGAGEE'S GALE OF REAL ESTATE foot builds; with 6,200 square 7:80 PM in the second floor conference County of Essex or some other suitable If you desire to object thereto you or By virtue and in execution of the Power of Sale contained in a certain Lease- foot gardeicente In addition, the room at One Salem Green.This hear- person be appointed their Guardian your attorney should file a written hold Mortgage(the"Mortgage")given by Ducrow, Inc, (the "Mortgagor"), to plan shows ie par for 604 vehi- ing will be held in accordance with with custody, appearance in said Court at Salem Pazuk Enterprises LLC, a California limited liability company, having an cles on the so, Chapter 40A of the Massachusetts Gen- If you desire to object to the before ten o'clock in the forenoon on address at 1317 5th Street,Suite 302,Santa Monica,California 90401("Mortgages"), The hearig w be held on Thurs- eral Laws and the Subdivision Regula- allowance of said petition,you or your the first day of February 1999, the which Mortgage is dated July 1, 1997, recorded at the Essex South Registry of day,Januar 2 1999 at 7:30 PM in tions of the City of Salem. attorney must file a written appear- return day of this citation. Deeds(the"Registry")at Book 14354, Page 81, of which Mortgage the under- the second ho conference room at Walter B.Power,III ance in said Court at Salem on or Witness EDWARD J. ROCKETT, signed is the present holder,for breach of the conditions of said Mortgage and for One Salem n, The hearing will Chairman before March 8, 1999. Esquire,First Judge of said Court,this the purpose of foreclosing the same,there will be sold at Public Auction at 11:00 be held in a nee with Massachu- (1/7,14) WITNESS, Edward J. Rockett, twenty-ninth day of December 1998. a,m.on the 5th day of February, 1999 on the mortgaged premises located at 26 setts Gener aws, Chapter 40A and Esquire, First Justice of said Court at Pamela Casey O'Brien, Atlantic Avenue, Marblehead, Essex County, Massachusetts, all and singu- the rules an gulations of the City of Salem, this twenty-first day of Decem- Register la the premises described in said Mortgage;to wit: Salem. A c of the application and • ber,1998. (1/7/99) The leasehold estate pursuant to the terms of that certain Lease dated June 1, plans is on nd available for review Pamela Casey O'Brien 1896 by and between Mortgagor, as Lessee, and George Almeida, Trustee of during norms business hours at the Legal Notice 1/7/99) Register of Probate Weron Realty Trust under declaration of trust dated February 28,1975,recorded office of t.e Salem Planning ( at the Registry at Book 6130,Page 449,as amended,as Lessor,notice of which Departmentlocated on the second COMMONWEALTH OF Lease is recorded at the Essex South Registry of Deeds at Book 14354, Page 80, floor of One Sa?n Green. MASSACHUSETTS which leasehold estate consists of a portion of the premises located at 26 Atlantic Chair Walter B ,III THE TRIAL COURT Legal Notice Avenue,Marblehead, Massachusetts consisting of the basement and first floor, Chairman PROBATE AND FAMILY which premises are presently known and occupied as Michael's House Restau- (1/7,14) �G COURT DEPARTMENT NOTICE OF MORTGAGEE'S SALE OF REAL ESTATE rant which premises are located on real property more particularly described as ESSEX Division By virtue and in execution of the Power of Sale contained in a certain mort- follows: Docket No.98D-2440-DVI gage given by Steven Hinch to ProCapital Funding Corp.,dated January 7,1998 the land in said Marblehead,together with the buildings thereon,bounded and ORDER OF SERVICE and recorded with the Essex County(Southern District)Registry of Deeds at Book described as follows: BY PUBLICATION 14527, Page 275, of which mortgage IMC Mortgage Company is the present NORTHWESTERLY: By Atlantic Avenue nine and eight hundredths(9.08) JAYNE JENNINGS, holder by assignment,for breach of the conditions of said mortgage and for the feet; LepI Notice Plaintiff purpose of foreclosing,the same will be sold at Public Auction at 12:00 p.m.on NORTHERLY:On two courses by land now or formerly of J.G.Stevens Estate v January 29, 1999,on the mortgaged premises located at 151 Park Street,Bev- forty-two and twenty-eight hundredths(42.28)feet and seventy-eight and sixty-five COMMNWEALTH OF DAVID JENNINGS, erly, Essex County,Massachusetts,all and singular the premises described in hundredths(78.65)feet: MASACHUSETTS Defendant said mortgage. NORTHEASTERLY:By said land now or formerly of J.G.Stevens Estate thin THE RUL COURT Upon motion of the plaintiff for an TO WIT: ty-four and eighty-five hundredths(34.85)feet; PROBAE AND FAMILY order directing DAVID JENNINGS, A certain lot of land with the dwelling house thereon,situated in said Beverly SOUTHERLY: On three courses by land now or formerly of Blaney,sixty-one COURDEPARTMENT the defendant herein, to appear, on the easterly side of Park Street beginning at the northerly corner of said lot on and ninety-one hundredths(61.91)feet,thirty-one and twenty-four hundredths ESSEX Divisit plead and answer in accordance with Park Street,by land now or formerly of Josiah G.Hitchings;thence running: (31.24)feet,and twenty-five(25)feet;and ,ocket No.98D-2615-DVI Mass. R. Civ. P./Mass.R.Dom.Re1.P. SOUTHERLY by said Park street,flfty(50)to land now or formerly of one SOUTHWESTERLY:By Lot B on plan hereinafter mentioned seventy-nine and Rule 4,it appearing to the Court that Wells;thence forty-hundredths(79.40)feet. ORDR OF SERVICE D ti Being Lot A shown on plan entitled"Marblehead, Mass., Land of Green, BY UBLICATION this is an action for divorce-for cus- EASTERLY by land now or formerly of said Wells,sixty(60)feet;thence Co. En dated December 17, 1962, W. T. Foss STEPANIE MORGAN tody of minor child(ren)-for spousal SOUTHERLY ten(10)feet to land formerly of William Croscup;thence Engineers," recorded with Essex and/or child support for/to any EASTERLY by land formerly of William Croscup,thirty(30)feet to land now or South District Registry of Deeds,Book 5028,Page 66. Plaintiff v other orders this Court deems just. formerly of George Roundy;thence Said premises are subject to a Right of Way on,over and along its Southwest- PAL MORGAN that the said defendant cannot be NORTHERLY by land now or formerly of said Roundy,fifty(50)feet to land page 66.erly boundary as set forth in a certain deed recorded with said Deeds,Book 5028, defendant found within the Commonwealth and now or formerly of said Hitchings;thence Said sale shall be subject to and with the benefit of all rights,restrictions,ease Upon moon of plaintiff for an that his present whereabouts is WESTERLY by land now or formerly of said Hitchings,ninety(90)feet to the mints,encroachments,improvements,outstanding tax titles,municipal or other order directg PAUL MORGAN the unknown; that personal service on place and point of beginning. defendant lrein,to appear, plead, said defendant is therefore not practi- For mortgagor's title see deed recorded with Essex County(Southern District) public taxes, assessments, betterments, liens or claims in the nature of liens, or answer,i accordance with Mass. gr cable,and that said defendant has not Registry of Deeds in Book 14134,Page 195. encumbrances,and matters of occupancy rights of record created prior to or enti- R.Civ.P/Mc.R.Dom.Rel.P.Rule 4, voluntarily appeared in this action: These premises will be sold and conveyed subject to and with the benefit of all fled to precedence over the Mortgage,if any there be. Said Mortgaged Premises also will be sold subject to all leases and tenancies it appearingo the Court that this is It is Ordered that said defendant is rights,rights of way, restrictions,easements,covenants, liens or claims in the having priority over said Mortgage,to tenancies and occupation es persons on the an action-0r divorce-to allow directed to appear,plead,answer,or nature of liens,improvements,public assessments,any and all unpaid taxes,tax Plaintiff toesume her former name otherwise move with respect to the titles,tax liens,water and sewer liens and any other municipal assessments or Mortgaged Premises now and at the time of said auction which tenancies or occu- of Stephare Avery that the said complaint/petition herein on or before liens or existing encumbrances of record which are in force and are applicable, Dations are subject to said Mortgage and to rights or claims of personal property defendant @not be found within the the 1st day of March,1999.If you fail having priority over said mortgage,whether or not reference to such restrictions, installed by tenants or former tenants now located on the Mortgaged Premises. Commonwtlth and that his present to do so this Court will proceed to the easements,improvements,liens or encumbrances is made in the deed. TERMS OF SALE:Twelve Thousand Five Hundred Dollars($12,500)shall whereabou are unknown; that per- hearing and adjudication of this TERMS OF SALE: be paid in cash or by certified or bank cashier's check by the purchaser at the sonal serve on said defendant is action. A deposit of Five Thousand($5,000.00)Dollars by certified or bank check will time and place of sale,and the balance shall be paid in cash or by certified or therefore niracticable,and that said It is further Ordered that the be required to be paid by the purchaser at the time and place of sale.The balance bank cashier's check at the office of Goldstein&Manello,P.C.,265 Franklin P accompanyingsummons be pub- is to be Street,Boston,Massachusetts 02110 within defends@ has not voluntarily paid by certified or bank check at Harmon Law Offices,P.C., 150 Cali- thirty(30)days after the date of the Y appeared irhis action: lished three times in the SALEM forma Street,Newton,Massachusetts 02458,or by mail to P. O.Box 610389, sale and upon receipt of such funds,the deed(which will include an assignment of It is Ord..-ed that said defendant is EVENING NEWS, a newspaper pub- Newton Highlands, Massachusetts 02461-0389, within thirty (30)days from the Lessee's rights under the Lease)for the Mortgaged Premises shall be deliv- directed toppear,plead,answer,or lished in 155 WASHINGTON STREET, the date of sale.Deed will be provided to purchaser for recording upon receipt in ered.The successful bidder shall be required to sign a Memorandum of Terms otherwisenove with respect to the SALEM,MA 01970,the publication to full of the purchase price. The description of the premises contained in said of Sale containing the foregoing terms at the Auction Sale. complaintetition herein on or before be 7 days 2 months at least before said mortgage shall control in the event of an error in this publication. Other terms,if any,to be announced at the time and place of the sale. the 24th di of MARCH, 1999.If you return day.It is further ordered that a Other terms,if any,to be announced at the sale. Pazuk Enterprises LLC fail to do sthis Court willroceed to copy of the summons be mailed to the IMC MORTGAGE COMPANY Present Holder of Sald Mortgage D defendant at his last known address Present holder of said mortgage By its attorneys,a the hearlr and adjudication of this g g action. by registered or certified mail. By its Attorneys GOLDSTEIN&MANELLO,P.C. Date:DrEMBER 8,1998 Date November 16,1998 HARMON LAW OFFICES,P.C. 265 Franklin Street Edward J.Rockett Edward J. Rockett,Justice of Pro- David A.Marsocei,Esquire Boston, 02110 Justices Probate and Family Court bate and Family Court 150 California Street By:Paul J.Levenson,Esq. (12/31,7,14) (12/31,1/7,14) Newton,MA 02458 (617)439.8900 (617)558-0500 (1/7,14,21) (12/31,1/7,14) w C6 Thursday,January 14,1999 The Evening News, Salem,Mass. t Marblehead Marblehead - Showtiom it h likelya at t e o a ouse• Fuel assistance offered By ALAN BURKE the board to heed Gessner's warning' MANCHESTER—Action Inc. will provide fuel assistance News staff "Does the town really want to give up land and and sell. "We need to act on this.We through Friday,April 30,contingent on program funding. buildings that are in great scarcity?" cannot afford to allow it to deteriorate. The program is designed to assist eligible households with MARBLEHEAD—At the Board ag y• Language can be drafted to consider winter heating costs.It is available to homeowners, renters and Selectmen last night it was ready,set, —Bill Purdin,selectman what our needs are." in some cases renters whose heat is included in their rent—de- wait. She listed the many problems a pending on whether or not they receive a subsidy. After voting to restrict the use of leasee might face in the century old All types of fuel may be paid for,such as oil,kerosene,natural the former firehouse on School Street renovations if it was sold,but leasing Two members of the board,Bill building, including asbestos, lead gas,coal,wood,electric and liquid propane gas. to a nonprofit community group dedi- would call for$550,000. Purdin and Bill Woodfin,balked at paint and compliance with the Ameri Also,Action has other energy programs for those who may be cated to the performing arts—like This somewhat dampened the de- the sale of the building."I appreciate cans With Disabilities Act.She chided, eligible. They include weatherization, such as insulation and the Marblehead Little Theater—the light of Doug Hill,who is representing that we shouldn't have a wasting asset "Show me how,Mr.Purdin,who has weather stripping; an appliance management program, in- board put off the crucial decision on the Little Theater on this issue.After and we should get on the stick,"said been on the Finance Committee,how eluding an electricity-usage audit and some refrigerator replace- whether the building should be sold the meeting he cheered the board's de- Woodfin. But he added that the fire- we are going to do it?Show me how. ments; and heat-wrap, such as heating system repair and re- or leased. cision on the use of the structure,a de- house was smack in the middle of the You have got to have a buyer who is placement for homeowners. If eligible, there will also be dis- The indecision,which is likely to cision that gives his group the inside downtown"and 50 years from now we willing to drop money into it." counts on utility and telephone bills.All who are interested can delay any final disposition on the track on getting inside. may need a site there." "We've all seen old buildings iw call(978)281-3900. structure, came despite a warning "But about the leasing issue,"he "Does the town really want to give town that have been renovated front from Finance Committee Chairman said, "we need to see how that will up land and buildings that are in great top to bottom,"he replied. Water/sewer aid available Charles Gessner that it is"becoming a progress.We need more information scarcity?"asked Purdin. Selectman Reed Cutting seemed to, wasting asset," left empty for the about that 30 to 40 percent increase in Chairman William Conly told the summarize the complexity of the, MANCHESTER—The state Department of Housing and Com- second straight winter. Gessner also costs. I also understand that that board that he was in favor of an out- problem, saying, "If I've learned munity Development is helping low-income homeowners in warned that leasing the building would prevent us from using volun- right sale.On the other hand,he wor- nothing else in the past two scintil; Gloucester, Ipswich,Rockport and Manchester who have above- would mean that a group like the teers in the renovations." ried about "the town selling the lating years,it's that nothing is simple average water or sewer bills.This program is funded by the De- Little Theater would then be subject Little Theater advocates have said building for a dollar and then it must in the town of Marblehead—at least partment of Revenue. to prevailing wage laws,because they in the past that they hope to use do- buy it back for$500,000."Moreover he not as simple as it first appears." Homeowners interested in applying should call Action Inc.'s would be renovating a government nated time and materials to convert pointed out that two other leasing The board also agreed to a plan that: fuel assistance program. Eligibility is based on household size, owned building. the firehouse into a theater and arrangements in town,the Mary Alley separates the parking lot at the rear of income and proof of ownership. Benefits are based on annual "That means a cost increase of 20 to storage space for costumes and Building and Flynnies on the Beach, the building from the firehouse.and water or sewer bills.Eligible homeowners will receive 25 percent 30 percent for any group taking it scenery.Nevertheless,Hill doubted are both successful. the small parking space to the front. off their annual water or sewer costs or$200,whichever is less. over,"said Gessner.He suggested that that a decision to lease the building Selectman Diane St.Laurent,who The rear lot may be used to ease down- Payment will be sent to the local water or sewer department, the building would require$400,000 in would be fatal to the group's plans. has a background in real estate,urged town parking woes. or in some cases the clients themselves. Eligible fuel assistance homeowners do not need to apply. They will be contacted with further instructions. Beach bums To schedule an appointment, call (978) 281-3900 Monday through Friday,9 a.m.to 4 p.m. A family walks under the shelter at Devereux Beach briefSwampscott in during a recent morning. News staff photo/ Board of Selectmen to meet Jonathon M.Whitmore SWAMPSCOTT—The Swampscott Board of Selectmen will , meet on Tuesday, Jan. 19, 7:30 p.m., in the Selectmen's Meeting Room, in the Administration Building. Continuing education registration set SWAMPSCOTT—Marian Court College Continuing Educa- tion Division is now registering students for courses which begin Monday, Feb. 1. Classes meet once a week,6 to 9:30 p.m., and run for 10-week sessions. Courses include Principles of Management, Macroeconomics, Organizational Behavior, His- tory is tory of Civilizations, Introduction to the Arts and many more. TZI Students can register for courses prior to any session. For more information,call Cynthia McClorey at(781)595-6768. Board of Public Works to meet f SWAMPSCOTT—The Swampscott Board of Public Works will meet in the Selectmen's Meeting Room, in the Administra- tion Building,on Thursdays,Jan. 14 and 28,at 7 p.m. Swampscott New Recreation member picked Michelle + B NANCY MADES tered. Price, an Amelia Earhart stops at By actress with News correspondent Munnelly,reached by telephone Historical • Tuesday afternoon, planned at perspective Stanley School for a vls•�t SWAMPSCOTT—The Board of tend his first commission meeting ing for Children, Selectmen last week named Daniel Tuesday night. He said he was tells stu- Munnelly to the Recreation Com- "very excited and enthusiastic dents at the Ne NANCY MAent and continue be flighta she told mission as a representative of about participating on the com- Stanley News correspondent the children before leaving the Precinct 1. mission. I am looking forward to School in stage. Munnelly, 33, originally from learning all I can from the Swampscott SWAMPSCOTT—With her pi- School Principal Carla Guarnieri. Nahant, has lived on Swampscott chairman and the other mem- about Amelia lot's goggles firmly in place and her continued Earhart's story, ex Avenue for two years. bers." Earhart. scarf blowing in the wind, leg- plaining to the students that "When I moved to Swampscott,I A 1983 graduate of Lynn English endary pilot Amelia Earhart flew Earhart's plane disappeared some- became very interested in finding High School, Munnelly received News staff photo/ by the Stanley School yesterday, where over the Pacific Ocean on out what I could do on a civic level degrees from Carnegie Mellon Uni- Amy Sweeney stopping just long enough to tell July 2, 1932, and that most people to help out the town," Munnelly versity in Pittsburgh and Co- students about her adventurous believe she ran out of fuel and said. "I really believe that people lumbia College in Chicago before life. crashed into the ocean. have a responsibility to help out in earning a law degree from Suffolk Earhart, portrayed by Boston- "She was a very brave woman their community. University. I) based actress Michelle Price,told of who did what she wanted to do and "Our family enjoyed the His wife, Colleen (Spillane) her life as a young tomboy living who believed in herself,"Guarnieri summer recreation programs Munnelly works for a local through the trauma of her parent's told the children. "She wrote that and my friend, Mary Marrs (a sneaker company and the couple troubled marriage(they eventually when she went,she wanted to go in former commission member)rec- has two children, Wesley, 9, and �fdg divorced). her plane. We should be happy for ommended that I join the Recre- Ian,3. "When they got a divorce, I felt her that she achieved her dreams.' ation Commission," he said. "I He works as a lawyer at the bad,but I understood that they had Price, who also portrays writer, have a lot of respect and admira- Boston law offices of Steven both tried as hard as they could," Laura Ingalls Wilder in a one- tion for Mary and I hope that I'm Whitman. Earhart explained as she trans- woman show for schools, has been able to bring to the commission Munnelly said he might be in- formed herself on stage from playing Earhart since September., some of the good things that she terested in running for Town schoolgirl to flying ace. She answered questions from stu- did." Meeting member or another During the 40-minute perfor- dents following the show. Munnelly said he was impressed elected office some time in the fu- mance for children,Price uses few "I'm always inspired by the ques- by the organized structure of ture, but that right now he is props—a slide projector featuring tions the children ask following Recreation Commission programs "happy to have a vote on the Recre- photos of Earhart, her family and the performance," she said. "It as well as the way they're adminis- ation Commission." the planes she flew, and a cassette shows me that even with a low- tape of airplane noises for atmos- tech show like this, they're really phere. listening." Price brings her audience right Price said she especially enjoys N up to the moment of Earhart's final, playing female historical figures. To get more informationlil�l9 fateful flight,when she disappeared "It's very rewarding to portray fig while attempting to fly around the ures who are not always given the about our on-line sub- world in 1932. attention they deserve in history SAL "I've got to get back to my plane books." scription, please Calla Price is part of the Historical Per Salem Evening News Legal Notice spectives for Children theater coin pany, which presents one-woman ` Customer Service 'Agriffis M624 M, 1101111111111 CITY OF S EM shows featuring actresses por- Reesentative at: aNIGARD traying other famous women, in- phod h g under eluding Harriet Tubman, Wilma (978) 927-6800. Or youPLUS / I T I ON Section 7-18, Site an Review of the Rudolph and Madam C.J.Walker. City of Salem Zon' Ordinance and to can subscribe on-line at: amend a plann unit development special permit the request of HD Legal Notice www.salemnews.com Salem - GPL and Home Depot, ' 00 USA, Inc. fo 'he property located at COMMONWEALTH OF You get the complete printed version 50 Traders , ay. The proposed pro- MASSACHUSETTS " N of theer on-line.line. Includin obituaries, jest includ the construction of a PROBATE COURT p p g Home De t store at the former Essex,ss. Docket No.98P 2454-GH Subscribers sports, and local town news. Somervi Lumber site. The plan To JOSEPH GUY of Salem in the „. shows a e-story 118,072 square County of Essex and to his wife,heift foot b g with a 16,200 square apparent or presumptive. Town Search:You can find news or foot g en center. In addition, the A petition has been presented to said f - information by town. plan s s the parking for 604 vehi- Court alleging that said JOSEPH GUY V cies o e siteis a mentally ill person, and praying !+ • " W Th Baring will be held on Thurs- that SUSAN HUBBARD of Topsfleld in . Z -- ''Keyword Search:Type in a keyword and day, nary 21, 2999 at 7:30 PM in the County of Essex or some other suit- anythingthe and floor conference room at in the paper pertaining to that able person, be appointed his One alem Green. The hearing will guardian. W topic will appear. be d in accordance with Massachu if you desire to object thereto you or se eneral Laws, Chapter 40A and your attorney should file a written AC Additional content each week. thes and regulations of the City of appearance in said Court at Salem S . A copy of the application and before ten o'clock in the forenoon on p is on file and available for review the fifteenth day of March 1999,the d g normal business hours at the return day of this citation. o ce of the Salem Planning Witness, EDWARD J. ROCKETT, The artment, located on the second Esquire,First Judge of said Court,this Salem� GNEWS fl 'r of One Salem Green. thirtieth day of December 1998. Walter B.Power,III Pamela Casey O'Brien, Chairman Register (1/7,14) (1/14/99) r �q The Evening News, Salem,Mass.,Thursday,January 14,1999 CS Beverly Proposalmay - wiltConservatieonp ane By MARC FORTIER there are wetlands on their prop- - Hugh F. Mulligan, the environ- A settlement would end a dispute News staff erty,they have said they do not b, "We've come up with a slightly altered proposal and mental consultant hired by the Con- that has been ongoing for more lieve the wetlands qualify under addressed it as if thbvegetative Servation Commission,said he feels than two years. e site ve BEVERLY—After submitting a the Wetlands Protection Act. g the Maestranzis newest proposal is The Conservation Commission new proposal Tuesday night, the That has been a huge bone of con- wetlands. We're willing to discuss this on the reasonable and could lead to an first became aware work was Maestranzi brothers appear close tention with the Conservation Com- board's terms now instead of ours." agreement between the two parties. taking place on the Maestranzis to settling their environmental mission, which feels any activity "This is a way to get the process property when they began cutting troubles with the city. around the wetlands needs the —Michael Faherty,Gloucester attorney moving and it's not an unreason- down trees and moving rocks back Their plan to protect wetlands on proper approvals. who represents the Maestranzi brothers able request in our opinion," he in 1996,without securing the neces- their North Beverly property was Though the Maestranzis still said. "It's a major shift in terms of sary permits from the city. received warmly by the Conserva- refuse to acknowledge that the the way they're looking at this area. Before any settlement is tion Commission, which has been property is truly wetlands as the The Maestranzis' proposal calls and say they want a 100-foot buffer They are giving you the benefit of reached, however, Conservation highly critical of past proposals Conservation Commission main- for filling the top-most part of one zone." the doubt and saying that they're Commission members will walk submitted by Richard and Leo tains, the proposal submitted of the vernal pools,while extending If the Maestranzis wish to do going to protect it in the way you the site, possibly on Jan. 23, so Maestranzi, the owners of a local Tuesday says they will agree to pro- a 25-foot buffer zone on one section work within the buffer zone in the think it is." they can see exactly where the power-equipment business. tect the streams and vernal pools as of the property and a 50-foot buffer future,they would then be required Overall, the Conservation Com- buffer zones lie. Two streams and two vernal if they were. zone around the vernal pools. to come back before the Conserva- mission seemed pleased with the Prior to any settlement, Lang pools have been identified on the "We've come up with a slightly "That would, at least with re- tion Commission for approval. Maestranzis'latest proposal. said he also wants to get an opinion 10-acre site at the end of Dunham altered proposal and addressed it as spect to future plans, establish Faherty said Tuesday that the "I think that we're getting fur- on the proposal from City Solicitor Road.That means any development if the site borders vegetative wet- boundaries for the area," Faherty Maestranzis have no current plans ther down the road here," Conser- Marshall Handly. must be done with approval of the lands," said Gloucester attorney said. "At least it would get the case to expand their business. vation Commission Chairman In addition,Mulligan will review Conservation Commission under Michael-Faherty, who represents off your plate. All we're getting is Neither Richard or Leo Maes- David Lang said. "I'm somewhat the Maestranzis plan and advise strict regulations designed to pro- the Maestranzi brothers. "We're an assurance that when we come tranzi returned calls to their busi- encouraged by this proposal. the Conservation Commission on tect wetlands. willing to discuss this on the back in later down the road in two ness yesterday seeking to clarify Maybe we can work out a settle- whether he feels it is a good way to Although the Maestranzis agree board's terms now instead of ours." to four years,no one will come back plans for the property. ment here." settle the dispute. Cityens to ees union = - - -employees THE RESTAURANTAT 6 00 Child classes open BEVERLY Go1�F ratines new contract BEVERLY—A Child's Place, 119 Lynnfield St., is now ac- m { , r , cepting registrations for the 1999-2000 school year. 1_ E-�N I 11 . 13 A Child's Place provides nursery, pre-kindergarten and Fireside Dining SINCE 1910 By MARC FORTIER now be able to buy back up to five kindergarten classes for children 2.9 years to kindergarten age. News staff days of sick time annually if they Morning or afternoon classes are available as well as after- Dining • Filet of Sole don't use any sick days throughout noon care for children who attend morning kindergarten else- Room w/roasted pepper tomato compote BEVERLY—The Beverly Mu- the year. where.Extended hours are available from'7:30 a.m.to 4 p.m. Open All •Grilled NY Strip Steak nicipal Employees Association rati- This stipulation is not only seen For more information,call(978)531-1924. winter! w/caramelized onions &bleu cheese fied a new contract by a wide as good for the union, but for the •Rack Of Veal margin yesterday, a stark contrast city as well because it provides an w/Balsamic Demiglace to the firefighters'union,which last incentive for employees not to take Every Wednesday week overwhelmingly rejected a sick leave unless they really need its` Chef's Special Roast of the Week: $10.95 tentative agreement. The new pacts also include an ed ` p The final vote was 36-1,and City ucational incentive of up to$200 for This Week: Prime Rib w/Garlic Mashed Potatoes&Buttemut Squash Engineer Gerald Marsella, presi- attending city training seminars. ENDICOTT Sunday Brunch - 11 a.m. -3 p.m. dent of the union, said he was And they cut back the step-pay ' COLLEGEsame�c` Lunch:Tues.-Sat. - 11:00 a.m.-3:00 m. pleased with the outcome. system, reducing the number of ' 1 h��° `,w P See c,,, n` ��WISd Dinner:5:00-9:30 p.m. Tiles.-Sat. se/ea,UP w,• "I think that it's as good a con- years it takes to go from the bottom Aw •� ye_ tract as we could get,"he said. "I'm of the pay scale to the top from .s �'� P U B L I C WELCOME surprised there was even one vote seven to five years. ` �( ( Essex Preferred Card Accepted against it." As with the other seven city ' s Elegant Function Facilities Accommodating Parties from 20-160 The Beverly Municipal Em- unions, the Beverly Municipal Em } NUI �T �f-} A,t ployees Association represents ployees Association had been 134 McKay Street, Beverly, MA 01915 978-927-5200 ec most workers at City Hall,plus var- without a contract since June �.AN RADUT 7 . ious other city office employees. when its previous three-year pact The turnout at yesterday's union expired. ASSESSMENT OF PRIOR meeting was the best that Marsella The Beverly Municipal Em- WE UNDERSTAND said he has seen in a long time, ployees Association is the first of LEARNING likely because of the four-year the eight unions on the city side to T H E NEEDS O F length of the agreements. reach a contract agreement. The Earn College Credit for Life and Work The new deal is actually two sep- firefighters' union last week re- Experience LOCAL BUSINESSES, arate pacts, the first covering one jected a contract proposal brought year, the other spanning three forward by its negotiating team by Gain up to 33 credits in one semester years. The reason two separate a 5315 vote. AFTER A L L agreements were proposed is that Six other city unions also remain • Dynamic Group Discussion the staterohibits contracts any without contracts.They include the I longer than three years. two public works unions, one fire • Work And Life Review W E,V E BEEN ONE The new contracts call for 3 per- union,two police unions and the li- • Structured Exercises cent pay raises over the life the braxy union. • Peer Support FOR ALMOST TWO two agreements.They also include That doesn't include the unions • Peer Review .end Analysis a stipulation that allows union on the school side, two of whichHUNDRED YEARS• members to take the$7,500 cap off have agreed on new pacts and four the sick-leave buy back they are eli- of which continue to work under For individual assessment and advisement, gible for upon retirement. the terms of contracts which ex- call: In addition, union members will pired at the end of August. When you need a loan for your business,you want a fast Enid Larsen, Director of Academic Programs, answer.But more than that,you want the right answer.At House arrest Bringing the North. Shore Together (978) 232-2198 Beverly National Bank,our lending officers are always Don't forget to visit our website @ www.endicott.edu available to quickly answer questions and solve problems, begins for man The Salem with special attention paid to local businesses.In fact,we're who abused sheep EVENING NEWS 376 Hale Street (Route 127), Beverly, MA 01915 helping countless area businesses to flourish,why not yours? (978) 232-2199 ♦ FAX (978) 232-3000 For information,call Beverly National Bank,at 978-922-2100,and By RONALD J. AGRELLA ask to speak with one of our lending officers. News staff RLY t BEVERLY—A Beverly man con- victed on victed of sexually abusing a sheep ti BEVERLY NATIONAL BANK returned home Tuesday under TM �{� --EARNING YOUR TRUST SINCE 1802— house arrest,police said. x T r'�ronn�o Mark Stevens,31,whose lived at Downtown Beverly•North Beverly Plaza•Cummings Center-Beverly g South Hamilton•T field•Additional ATM Locadons...Bever/ Hospital 30 Wedgemere Road until his arrest, .�..•. y will spend the next several months /)W. L Crosby's Market.Rte.127,Manchester-by-the-Seit,Cummings Center Entrance,Beverly wearing an electronic ankle bracelet t b+ " (978) 922-2100 that will monitor whether he at- Visit us at www.bevbank.com tempts to leave his home, police Attention: ALL NISSAN OWN ERS Said Member FDIC and Federal Reserve System Stevens is now staying with his ---------------------------- '-----------------------------1 parents at 12 Lakeview Ave. off ----------------'----- Enon Street in North Beverly,police O 1 L—+F 1 LT E R C HAN G E said last night.During sentencing t earlier last month,Stevens'lawyer Y ONE FREE d ve believe children should leave to use told the court that his client would 999•Change Engine Oil(up to 9 qts.) " x' t L t be moving into his parents home. •Change oil filter and replace with genuine NISSAN filter theeT intellects, tkeil kea�ts and tkeiT Steve O'Connell,spokesman for •Check all other fluids `Kith Coupon the Essex County District Attor -- imae5ination3 In evetythln5 they do. ney's Office, said he was unsure Must present coupon when order is written.Not valid with any other offer. Expires 1---- when the ankle bracelet would come M A I N T E N A N C E - off. O'Connell was also not sure whether Stevens was free on bail,in s ANY SCHEDULED NISSAN MAINTENANCE � .�� jail or at a hospital prior to going on OFF the bracelet program. Covers all scheduled factory maintenance services at ._.', M In December, a judge ordered recommended mileage intervals. With Coupon' Stevens to spend six months under Must present coupon when order is written.Not valid with any other offer. Expires 1/31/99 s ' electronic monitoring. " ---------------------------------------------------------- -- - ------- ---------------- H, Stevens pleaded guilty last month BRAKE R E PA 1 RS . to sexually molesting a sheep that lived nearby. ANY NibbAN VEHICLE Stevens was arrested in Sep This coupon is not limited to just brake pads like many other coupons k'= OF tember after the family that owned you receive.This offer is good for any repairs to the brake system on to the sheep.which is named"Muffin," your NISSAN. Nsth Gourl l awoke to find Stevens fondling thet Mast present coupon when order is written.Not valid with any other o!fer, Expires 1/31/99 familypet inthe bam. -------------------------------------------------------------- -------------- The - -The sheep's owner told the court COLD-START BATTERY that Muffin was put to sleep due to �FNVINE NISSAN BATTERY SAVINGS GLEN URQUHART SCHOOL the harm inflicted upon it by 9 Stevens. Police last September al .Genuine NISSAN batteries provide •Price includes installation 9 al- leged that Stevens repeatedly had instant starts and reliable service •Batteries also available over See what school can really be.) sexual contact with the sheep Over a •Backed by 48-month limited warranty the counter With Coupon _ three-month period. •Available for NISSAN vehicles •Reg.$99.00 Expires 1/31/99 (We are expanding the upper school in 1999) The sheep incident is not Stevens' - first brush with the law.A year ago VISIt.t he was convicted of setting a vehicle CONK Visit! on fire in a wooded area in Man 9:00.11:00 am, Chester-by-the-Sea. The incident, Open House: Wednesday,January 20, 7-8 pm which occurred in 1995, sparked a ■ ■ Snow Date:Thursday,January 21st,9:0011:00 am,7 8 pm forest fire that consumed 400 acres • of woodland in that community. Glen Urquhart is an independent school for grades K-8 As part of the sentencing last ' located at 74 Hart St.in Beverly. month,Judge Robert Cornetta also NEW HOURS ' 1 I t - — Please call(978)927.1064 for more information. ordered Stevens attend counseling and to stay off drugs and alcohol. 1 LOT I LOT 2 LOT 3 loss fAhS M LOT 4 kirrkoil M° _ i ACAV4 tot AT T O N I�- IZ -►I io R DTrw a P , Z 3 Q � acan Atxl3 1 - -rte LOT 5 N4, n ' S Ski ._x .-, LOT . 9 LOT 8 LOT 7 LOT 6 1 O oP O f L C� OWNER : VINCENT DIBIASE INC. L ' Q 14�.► 4u R 0. BOX 780 LYNNFIELD,MASS. Q . . CURB AND TREE PLAN DEFINITIVE SUBDIVISION PLAN PATTON ROAD SALEM , SACHUSETTS- OWNER: VINCENT DIBIASE PARSONS AND FAIA INC. i ' INC. 60 LEWIS STREET LYNN M SCALE : 1 "= 40' ADDITIONS IrElb. 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PATTO N ROAD FRONT YARD 15 FT.'(MI N.) SIDE YARD 10 FT. (MIN.) OWNER : VINCENT DIBIASE PARSONS AND FAIA INC. REAR YARD 30FTA MIN.) INC. 60 LEWIS STREET PICKMAN LYNN ROAD SCALE : I`a 40' REVISED APRIL 60 1999 DATE : AUGUST` 2 19918 SALEM PLAN G BOARD APPLICATION FILED 1 CERTIFY THAT THIS PLAN WAS PREPARED IN _ - . f�1 )a = r3 , ACCORDANCE WITH THE RULES AND REGULATIONS /�� ;,.'---.��w HAIR AN FINAL PLAN FILED OF THE REGISTERS OF DEEDS. HEARING DATE 0 40 80 120 160 200 11003 PLAN APPROVED r Y SHEET I OF 5 -- ----------- ------- 1/ v � q� `4•' s'r r✓ 1 •• nti � 44 � B I LOT 2 LOT 3 LOT 4 \ - e v` . T� LOT SA %a . - ..` � P 'sem' --x!—,'y1'.0• — - ROA D ` � c of�� _ LOT 5rk - f Ot�OyCMwS1t \Y �Oflfc .F PAv6004T LOT 9 LO T 8 LOT 7 `►�e: SA- 090% r or l� . �- C� LOT 6 o � 02 Lc- \ Xtst.ry kiko•o0 tQ�• .�c�ltSrt+•+i CG►�c1Et�ht � f\ v o 0 Joe °rte -j Spot V •� 00 ti . h,. N g 11 OWNER : VINCENT DIBIASE INC. V M P.O. BOX 780 LYNNFIELD,MASS. 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BOX 780 LYNNFIELD ,MASS. Q CURB AND TREE PLAN DEFINITIVE SUBDIVISION PLAN PATTON ROAD SALEM . MASSACHUSETTS OWNER : VINCENT DIBIASE PARSONS AND FAIA INC. INC. 60 LEWIS STREET LYNN MASS. of Mgssgc SCALE : 1 " = 401 CHARLES y DATE. AUGUST 2 1998 DANIEL N FAIR SALEM PLANNING BOARD PPLICATION FILED I CERTIFY THAT THIS PLAIN WAS PREPARED IN j � 4� /97ERF'ypQ' ACCORDANCE WITH THE RULES AND REGULATIONS 1 ° 8U CHAIRMAN FINALPLAN FILED Y-. OF THE REGISTERS OF DEEDS HEARING DATE 0 40 80 120 160 200 PLAN APPROVED SHEET 5 OF 5 i • I 1 Lu ti• os � a Q 5 � 4 � (6. LOT 1 LOT' 2 LOT 3 LOT 4 �oC,Q y , ` �•� PA T T O N I s -� ROA (� till -7--- '1 �S +to• Steo ILS. �Pc gR.4.t� �- •o 1, o M. Sfi S �P�oxlMw'S7r - " e4 ev J' C-04t, eP PkiErMarN 4b SG LOT 9 LO T 8 LOT 7 eel- v �- o � � / �sl LOT 6 .A .A F�. t At 0 111o/ ' IV �j �� / \ X lst.cG irks S�crr70. 00 tliJn_-4A h � o Ad tv ZEE 2 Z. vn u � do \ , V � \ OWNER : VINCENT DIBIASE INC. ��•o � \j 8s �� \ P. O. BOX 780 a9 Z 3 z $ �, Fu'q�� LYNNFIELD ,MASS. O .r _ n • (\ 4 o a <O• �fl CHARLES O ' c� BENE ICT J. V Y n DANIEL G r v v�1' n g FAIR n QUIRK, JRIJ - 1CIVIL,, No. 30,' r' Z 2 1 qNO/STEaF ` \ SURVE� FSS�ONALE����t+, N c DEFINITIVE SUBDIVISION PLAN PATTO N ROAD oftv•c . V 1 SALEM MASSACHUSETTS r &ZOo• a o°, S4o° OWNER : VINCENT DIBIASE PARSONS AND FAIA INC. 00 ell. 60 LEWIS STREET V v v ask L 40. oo INC. N1 I LYNN MASS. o+oo l-k-cc Z-t-co 3-x-00 4-4-00 S-4-oo �+ot, '7+0o g+oo Cirri or SA"� 0A''o SCALE : I" = 40 ' .r DATE : AUGUST 2 1998 PATTON ROAD l CERTIFY THAT THIS PLSALEM PLANNING BOARD APPLICATION FI LED SCALES* I " I= 40 HOR. a I " I= 4 VERT. ACCORDANCE WITH THE RULES AND REGULATIONS \, CHAIRMAN FINAL PLAN FILED OF THE REGISTERS OF DEEDS./,-) ILHEARING DATE 0 40 80 120 160 200 PLAN APPROVED SHEET 2 OF 5 IT LJ �XISrI,�k 1Zim: 11. 14 /asp S•S b A P�P`srev fie„ MOFFAT 1 1 � � �N J '• ?•o No" av T , , ` p. ,• ROAD \ 3° rn5 OILl \ / 'f' av vretiI''(01 4 ",o(A ILS tO�n _ ? 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LjUftlJt SIDN - I�q,An(ZIntiC�S C n CITY OF SALEM PLANNING BOARD December 15, 2003 Mr. Paul Dibiase P.O. Box 780 Lynnfield, MA 01940 RE: Violation-Patton Road Extension Subdivision Dear Mr. Dibiase: It has come to our attention that the number of street trees planted at the Patton Road Extension Subdivision is not in conformance with the Subdivision Plan that was approved by the Salem Planning Board on April 1, 1999. The decision of the Planning Board, dated April 6, 1999, states that work shall conform to the set of plans dated August 2, 1998 and revised April 6, 1999. The approved plans show twenty-six (26) street trees to be planted along the roadway. However, only fifteen (15) trees have been planted along the extension of Patton Road. Because eleven (11) of the required street trees have not been planted, you are currently in violation of the Planning Board's Decision. It is understandable that due to weather constraints, the trees cannot be planted immediately. Therefore, the eleven (11)required street trees must be planted as shown on the approved subdivision plan by June 1, 2004. In addition, please notify us at least ten (10) days prior to planting the additional trees, to allow us to arrange for a clerk of the works to be present. If you have any questions or require further direction, please feel free to contact me at the Department of Planning & Community Development at (978) 745-9595, extension 311. Sincerely,&W ft)(o Denise S. McClure, AICP Deputy Director Cc: Councilor Joseph O'Keefe Planning Board Members 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 • WWW.SALEM.COM CITY OF SALEM PLANNING BOARD 120 WASHiNGTON STR=, S.LEM, MASSACHUS�S 0 1970 TE,978.745.9595 Fm: 978.740.0404 WWW.$ALEM.00M Mr. Paul Dibiase P.O. Box 780 Lynnfield, MA 01940 �o� �du � ,�,�vl��,�/ 3v CITY OF SALEM PLANNING BOARD November 19, 2003 Mr. Paul Dibiase P.O. Box 780 Lynnfield, MA 01940 RE: Violation-Patton Road Extension Subdivision Dear Mr. Dibiase: It has come to our attention that the number of street trees planted at the Patton Road Extension Subdivision is not in conformance with the Subdivision Plan that was approved by the Salem Planning Board on April 1, 1999. The decision of the Planning Board, dated April 6, 1999, states that work shall conform to the set of plans dated August 2, 1998 and revised April 6, 1999. e_ The approved plans show twenty-six (26)'trees to be planted along the roadway. However, only fifteen (15) trees have been planted along the extension of Patton Road. Duel&+keiaet-that e��� ��p eleven (11) addi4ofi*l.trees have not been planted, you are currently in violation of the Planning ` Board's Decision. L>e�+Kl V 11111 / ' ' `^ � It is understandable that due to weather constraint , the e trees cannot be planted immediately. Therefore, the eleven (11) addirewal•trees +64 be planted as shown on the approved subdivision plan by June 1, 2004. In additio , please notify us at least ten (10) days prior to planting the additional trees, to allow us to a ange for a clerk of the works to be present. Ylcautrc, drQq,. If you have any questions or require fureher direction, please feel free to contact me at the Department of Planning & Community Development at(978) 745-9595, extension 311. Sincerely, Denise S. McClure, A( Deputy Director Cc: CounciloJoseph O'Keefe 120 WASHINGTON STREET, .SALEM, MASSACHUSETTS 01970 .TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM n CITY OF SALEM mBr PLANNING BOARD �� I I {�u 5 0✓L IM November 12, 2003 A vo 0- alt Mr. Paul Dibiase ` P.O. Box 780 Lynnfield, MA 01940 RE: Violation-Patton Road Extension Subdivision n ��Dear Mr. Dibiase: � V\_� uS (V It has come to our attention that the number of street trees planted at the Patton Road Extension Subdivision is not in conformance with the Subdivision Plan that was approved by the Salem v Planning Board on April 1, 1999. The decision of the Planning Board, dated April 6, 1999, p states that work shall conform to the set of plans dated August 2, 1998 and revised April 6, 1999. The approved plans show twenty-six (26) trees to be planted along the roadway. However, only fifteen (15) trees have been planted along the extension of Patton Road. The-ff4ssed-plawdugs trfrgnEly rn viAl�r;nn of the P ^^ �� D s ]�Sisi�n. Please rectify the situation as soon a possible. /_O,( 0t7 t If you have any questiorf please feelte to contact me at the Department of Planning & Community Development at (978) 745-9595, extension 311. Sincerely, Denise S. McClure Deputy Director Cc: Councilor Joseph O'Keefe Ca-e/ 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 TEL: 978.745.9595 FAx: 978.740.0404 WWW.SALEM.COM r go s ko,.,�,s ty via 4� LA V'- V\.Lup j I de� ('.epv� C-3-0—t—I - - _ .T. -{ F . _ t. f s �, i .. �,'J i• r_ f i z I ' F r.`Y .� � i. � e' / _ 4 v ( .. I. �, t. �. 4 _ �, 1 4; h. .� k554,,�c 10-.21 r�'j, .6 o v( C�l 0 r,llk4k 9:,f 5AA4 I A V� akt 0� fl�e .foj�,et Ar it )�ree� IAA v t, w(Ile cp��;Y-- .50 -et�4 k ,, Kk A,( VYC,,,d-3 (471 6,dlx&a .[( W) OC -D, C�v� - �#A Vel S44, 1 AP 5-0 f�4 w-Ji/ C jo e- 0 lee�4-t_ C? vo vc- A op CITY OF SALEM DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT MEMORANDUM TO: Denise McClure FROM: Valerie Gingrich SUBJECT: Patton Road Plantings DATE: October 9, 2003 I took a look at the extension of Patton Road today. The neighbors who believe that Dibiase missed a few plantings were correct. However, the landscape plan shows only the street trees that were to be planted and the trees are not specifically hemlocks. The street trees that have been planted are deciduous trees. If the neighbors are not talking about the street trees and instead ate referring to their lawns, the plan does not show these plantings. The plan approved by the Planning Board shows the planting of twenty-six (26) three and one-half(3'/)-inch caliper trees along Patton Road. I went out there and inventoried only fifteen (15) trees. The placement of the trees that were planted differs from what was approved by the Planning Board. I have attached the planting plan with the locations of actual trees. I also have some pictures of the area if that is helpful. T�LL_ N 'V"5 )��tcr � C? GAS is P a � �-� Valerie Gingrich From: Denise McClure Sent: Monday, September 29, 2003 4:39 PM To: Valerie Gingrich Subject: FW: DiBiase Co. Development Patton Road Tree Planting Valerie, Can you please in your travels grab the approved plan and decision for Patton Road and check out the tree situation as requested below? Please let me know what you find out. Thanks, Denise -----Original Message----- From: OKeefe Joseph Civ 66 MSG/CEKV [mailto:Joseph.OKeefe@hanscom.af.mil) Sent: Monday, September 29, 2003 4:01 PM To: 'Dmcclure@Salem.com' Subject: DiBiase Co. Development Patton Road Tree Planting Denise: Could you look at the landscape plan of the above captioned development approved by the Planning Board insofar as tree planting is concerned. Neighbors believe Paul DiBiase missed planting a few hemlocks in the tree lawn in front of their homes. R Joe O'Keefe Joseph A. O'Keefe, P.E. 66 MSG/CEKV (MaraTech) 72 Dow Street Hanscom AFB MA 01731-1910 DSN 478 Com: 781 377-4745 DSN FAX: 478 Com: 781 377-8151 1 i' -7. &tV of !&aIr t, �Hrz�sttrl�u�k�##� r nr SaIrm (Srunt rn, April 6, 1999 -13 DiBiase Salem Realty Trust �q 10 Lookout Terrace Lynnfield, MA 01940 c RE: Decision of the Patton Road Extension Subdivision—Form C Dear Mr. DiBiase: On January 21, 1999, the Salem Planning Board opened a Public Hearing for a proposal submitted by DiBiase Realty Trust (hereafter referred to as "applicant")to allow the construction of a roadway and associated utilities to service the construction of nine (9) single family dwellings on Patton Road Extension (Assessor's Map 22, Lot 160). On April 1, 1999, the Planning Board closed the Public Hearing and by a vote of seven (7) in favor, none opposed, voted to approve the subdivision plan subject to the following conditions: 1. Conformance with the Plan Work shall conform to the set of plans containing sheets 1 through 5, entitled, "Definitve Subdivision Plan, Patton Road, Salem, Massachusetts", prepared by Parsons and Faia, Inc., 60 Lewis Street, Lynn, MA, dated August 2, 1998 and revised April 6, 1999. 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health approval stated in a letter dated January 13, 1999 shall be strictly adhered to. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City of Salem Building Inspector. Patton Road Extension April 6, 1999-2 6. Street Lighting Street lighting installation shall be reviewed and approved by the City Electrician and Massachusetts Electric. The street lighting shall be the responsibility of the Applicant until such time as the City accepts the street. 7. Landscaping a. Deciduous trees shall be a minimum of 3 % " caliper, planted 50 feet on center in planting strips. The City's Landscape Architect shall determine the appropriate type of trees to be planted and shall approve the applicant's selection of trees prior to planting. b. The applicant shall install sloped granite curbing,planting strips, and sidewalks as shown on the approved plans. The sidewalk shall be constructed on only on the north side of Patton Road and around the bulb of the cul-de-sac. The sidewalk will not be constructed for approximately 300 feet on the south side of Patton Road. c. The applicant shall construct a sidewalk on the north side of Patton Road from Surrey Road until the beginning of Patton Road Extension. The sidewalk shall be three (3) feet wide with a grass strip. No curbing shall be constructed in this area. The final design of the sidewalk shall be approved by the City Planner. d. The applicant shall guarantee the deciduous trees for a period of one year from installation. 8. Security The applicant shall file a Bond, Covenant, TriParty Agreement, or Pass Book with the Planning Board as the means to secure the completion of the roadway and associated improvements. The Board will not release the plans until such time that the Board receives the method of security. 9. Drainage A minimum of two observation wells shall be located on the property to the rear of Lots 91, 2 and 3. The observation wells shall be monitored by both the developer and the City Planner prior to construction and following construction completion. The observation wells shall be utilized as a means to monitor the level of run-off from the site onto the adjacent properties located on Moffatt Road. Following completion of 90% of the site work, the wells shall be monitored, by the developer and the City Planner, for a period of up to two years to determine if the run-off on to the adjacent properties on Moffatt Road has worsened since construction. The abutters located on Moffatt Road shall be notified by the Planning Board to notify the Planning Department when they experience abnormal flooding conditions. If it is determined by the City Planner that the run-off on adjacent properties has worsened since the development of the Patton Road Subdivision, the applicant shall design a perimeter drain to be constructed along the perimeter of Lots -41,2,3 and 4 which will tie into the roadway drainage system. The Planning Board shall approve the design. An access easement shall be provided on the r Patton Road Extension April 6, 1999-3 approved plan for future use if necessary. 10. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. Drilling and blasting shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. The pre-blast survey shall be extended to include the existing subsurface drain located on 4 Pickman Road, which is owned by Stephen and Cheryl Guy (Map 31, Lot 30). e. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. f The applicant shall conduct street sweeping on Patton Road, as deemed necessary by the City Planner. 11. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 12. Clerk of the Works The City's Clerk of the Works shall be on site during construction, as deemed necessary by the City Planner. The cost for this service shall be borne by the applicant, his successors or assigns. 13. Violations Violation of any condition contained within this decision may result in revocation of this permit by the Planning Board. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that is such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant. 1 LOT i LOT 2 LO T 3 1ose �+ 'i 6A LOT 4 c,ck�lvj 300 it 0 �I L D 0 IZ �� 4 PAT T O N adv&L I � � 3 " �i�•(,j p�' f' �� y �->• LOT 5 u Are c' S1 �. G Sk L 'Q LOT . 9 LOT 8 LOT 7 LOT 6 - � TJws� 1 O O Uj OWNER : VINCENT DIBIASE INC. 4 ! P.O. BOX 780 LYNNFIELD,MASS. i CURB AND TREE PLAN DEFINITIVE SUBDIVISION PLAN - PATTON ROAD SALEM _. AA GHUSF OWNER: VINCENT DIBIASE PARSONS AND FAIA INC. INC. 60 LEWIS STREET LY N N SCALE : I"= 40' ADDITIONS Irtil. 17,j 1"9 • .!r" REVISED APRIL So It" DATE: AU G U ST 2.21998 • I:wwwL3 ••L tt SALEM PLANNIN ARD PLICATION FILED 1 CERTIFY THAT THIS PLAN WAS PRE FARED IN ' �,.�... ACCORDANCE WITH THE RULES AND REGULATIONS > IRM FlNAl.P1.AN FILED OF THE REGISTERS OF DEEDS HEARING DATE 0 40 80 920 160 200 PLAN APPRWED SHEET SOF 5 Patton Road Extension April 6, 1999-4 I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Walter B. Power, III Chairman