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8276_SITE PLAN- RESPONSIVE TRUCKING- SILVER STREET #�}c� Si + e PIS �Qs� Si �'� �ruckir� 5 � Iv2r 5 �-reed D o L. DEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS August 5, 2003 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Site Plan Application-Responsive Trucking Loca: Silver Street- Additional parking Dear Board Members: Enclosed please find a Site Plan Application,Revised Section IP Drainage(22 pages), and 10 copies of the "Proposed Site Plan for Additional Parking". This proposal is a minor modification to the existing facility of Responsive Trucking, Inc. The modification proposes to expand the existing trap rock parking area, used for trailers,by approximately 32,600 s.f. The area is currently grassed and the original drainage calculations have been modified to reflect the new surface cover. The result of this change has no effect on the drainage volume nor rate from that which was approved in 1999. Consequently no changes in the current drainage design are required. We will be pleased to present this minor change at the Board's earliest convenience. If you have any questions or concerns in the meantime,please contact us. Sincerely, D. L Be Inc David L. Bean, President enclosures as noted cc: Bill Moccio DLBlssc AGAWAN PLANING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Responsive Trucking, Inc. Address 339 Silver Street Agawam, MA 01001 2. Name of Applicant/owner Responsive Trucking. Inc. - Applicant Address 339 Silver Street, Agawam, MA 01001 Telephone 789-1263 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield MA 01085 Telephone 413--562-7566 4. Please give a brief description of the proposed project: This proposal is to expand the existing trailer parking area by 32,600 s.f. This proposed area will be at least 102 feet from any wetlands. Rev. 2/14/94 STORM DRAIN DETENTION BASIN DESIGN Responsive Trucking July 1999 Revised Section IP August 4, 2003 o� tEF Y s AKHAAO CUNK No.19139 CMt F,�3y L I E-EXISTING (1999) S'` y` 4�; '-• -. � � ,`f 1 � `•} r �\L ,fir,• � �-4 •_• "tiy" r..-. ^ !ry DRAINAGE AREA Ix � �X:04 + J` - .mil.—_ '_ 'rr". _ / .� ���e •�'►¢ .r alt. . .`a 'v. � ss.eti• vim/ i t � f DRAINAGE AREA I E Vb any •O LEGEND •� �``J r -'_ I ti, - �' � e k Blac Impervious t I p rvious Blue = Lawn Green = Cultivated Field Yellow - Over grown Past: Brown - Gravel Drive Red _ Swamp / Woods I A Soil Type Z RUNOFF CURVES NUMBER COMPUTATION Version 2.00 =ct : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 :y : HAMPDEN State: MA Checked: Date: .tle: EXISTING CONDITIONS - (RES-IE) .-ea : IE --------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) --------------------------------------------------------------------------- DEVELOPED URBAN AREAS (Veg Estab. ) space (Lawns,parks etc. ) )d condition; grass cover > 75% 2.75(39) - - - :vious Areas •ed parking lots, roofs, driveways 4. 28(98) - 0.48(98) - -eets and roads =ravel (w/ right-of-way) 0.51(76) - 0.23(89) - _VATED AGRICULTURAL LANDS :rops SR + Crop residue . good 5.46(64) - 0. 87(82) - R AGRICULTURAL LANDS ire, grassland or range fair 6.33(49) - 5.89(79) - - grass combination fair 3.22(43) - 2.68(76) - Area (by Hydrologic Soil Group) 22. 5 10. 1 --------------------------------------------------------------------------- 1EA: IE TOTAL DRAINAGE AREA: 32.7 Acres WEIGHTED CURVE NUMBER: 66* --------------------------------------------------------------------------- 3enerated for use by GRAPHIC method 3?. TIME OF CONCENTRATION AND TRAVEL TIME- Version 2.00 .ct : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 ' y : HAMPDEN State: MA Checked: Date: tle: EXISTING CONDITIONS - (RES-IE) -------------------------------------------------------------------------- 'type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------- 3 200 0.030 F 0.364 ow Concent'd 450 0.058 , U 0.032 ow Concent'd 1275 0.011 U 0.209 Channel 415 4 0.029 Time of Concentration = 0.63* ow Concent'd 450 0.058 U 0.032 ow Concent'd' 1275 0.011 U 0.209 Channel 415 4 0.029 Travel Time = 0.27* --- Sheet Flow Surface Codes --- Smooth Surface F Grass, Dense --- Shallow Concentrated --- Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- Cultivated < 20 % Res. H Woods, Light P Paved Cultivated > 20 % Res. I Woods, Dense U Unpaved Grass-Range, Short J Range, Natural venerated for use by GRAPHIC method GRAPHICAL PEAR DISCHARGE METHOD version 2.00 act : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 :y : HAMPDEN State: MA Checked: Date: :tle: EXISTING CONDITIONS - (RES-IE) :a: Drainage Area 32.7 * Acres Runoff Curve Number 66 * Time of Concentration: 0.63 * Hours Rainfall Type III Pond and Swamp Area 1.4 Acres 4.3 $ of Drainage Area )rm Number i l i 2 i 3 i 4 i 5 i 6 i 7 11 -------------------i------ ------i ------i ------ i------�------i------� :quency (yrs) ; 1 i 2 5 ; 10 i 25 ; 50 ; 100 Hr Rainfall (in) ; 2.5 ; 3 4 4.6 ; 5.3 6 ; 6.5 P Ratio ; 0.41 ; 0.34 ; 0.26 ; 0.22 ; 0. 19 ; 0. 17 ; 0. 16 -.off (in) ; 0.33 0.54 ; 1.09 1.46 1.94 ; 2.44 ; 2.82 1 I I 1 I i I I .t Peak Discharge 10.375 10.446 10.507 10.523 10.537 10.547 10.553 (cfs/acre/in) .d and Swamp Factor; 0. 72 ; 0.72 ; 0.72 ; 0.72 ; 0. 72 ; 0. 72 ; 0.72 5.0% Ponds Used .------------------ ------ ------ ------ ------ ------i------ ------� .k Discharge (cfs) ; 3 ; 6 ; 13 ; 18 ; 24 ; 31 ; 37 ----------------------------------------------------- alue(s) provided from TR-55 system routines I P-PROPOSED (1999) PROPOSED SOILS, COVER, & DRAINAGE AREAS — July 1999 3'iC%iFiP -; ' � •'it's / DRAINAGE AREA I P ; IICn I /s• '' L►' ���� ''' L'x�1"}mow � �` rasa "C" n I "C' 11 DRAINAGE AREA I I P ',A grass i II " r Note; Cover as noted on plan. Grass - Grass and/or Pasture IV . RUNOFF CURVE NUMBER COMPUTATION -Version 2.00 v. 49 ;ect : RESPONSIVE WAY -- AGAWAM User: DLB Date: 07-16-99 ity : HAMPDEN State: MA Checked: Date: :itle: PROPOSED CONDITIONS (RES-IP) irea : IP ---------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ---------------------------------------------------------------------------- 3 DEVELOPED URBAN AREAS (Veg Estab. ) i space (Lawns,parks etc. ) Z �Zg )od condition; grass cover > 75% -27-6(39) - 0.21(74) - :rvious Areas .ved parking lots, roofs, driveways 4. 85 ( 98) - 1. 58( 98) - .reets •and roads 0, 96 Gravel (w/ right-of--way) &�9(76) - D Zo .IVATED AGRICULTURAL LANDS crops SR + Crop residue good 5.46(64) - 0.87(82) -- :R AGRICULTURAL LANDS .ure, grassland or range fair 3. 10(49) - 1.60(79) - good 1.31(39) - r.-OS(74) - ! , '.s - grass combination fair 1.30(43) - 1.43(76) - .1 Area (by Hydrologic Soil Group) 19. 1 7.34 .REA: IP TOTAL DRAINAGE AREA: 26.5 Acres WEIGHTED CURVE NUMBER: 69* --------------------------------------------------------------------------- Generated for use by GRAPHIC method 7 r• - TIME OF CONCENTRATION AND TRAVEL ,TiME Version 2.00 ject : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 ity : HAMPDEN State: MA Checked: Date: title: PROPOSED CONDITIONS (RES-IP) ---------------------------------------------------------------------------- Type 2 year Length Slope Surface n Area Wp velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) .--------------------------------------------------------------------------- :t 3 200 0.030 F 0.364 _low Concent'd 800 0.040 U 0.069 _low Concent'd 550 0.005 U 0. 134 i Channel 450 3 0.042 i Channel 415 4 0.029 Time of Concentration = 0.64* .low Concent'd 800 0.040 U 0.069 .low Concent'd 550 0.005 U 0. 134 Channel 450 3 0.042 Channel 415 4 0.029 Travel Time = 0.27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 Res. H Woods, Light P Paved D Cultivated > 20 Res. I Woods, Dense U unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 ect : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 ,ty : HAMPDEN ' State: MA Checked: Date: .itle: PROPOSED CONDITIONS (RES-IP) .ta: Drainage Area 26.5 * Acres Runoff Curve Number 69 * a Time of Concentration: 0.64 * Hours Rainfall Type III Pond and Swamp Area .4 Acres 1.5 % of Drainage Area orm Number ; 1 i 2 i 3 ; 4 ; 5 ; 6 It 7 -------------------I ------! ------I------1 ------1------I------1 ------I equency (yrs) ; 1 ; 2 ; 5 ; 10 ; 25 ; 50 ; 100 -Hr Rainfall (in) ; 2.5 3 i 4 ; 4.6 ; 5.3 ; 6 6.5 I I I 1 1 I I ! /P Ratio i 0.36 ; 0. 30 0.22 ; 0.20 ; 0. 17 1 . 0.15 1 0. 14 11 noff (in) 0.42 ; 0.67 ; 1.27 ; 1.67 ; 2. 18 ; 2.71 ; 3. 11 i it Peak Discharge 10.427 10.484 10.519 10.532 10.544 10.554 10.559 (cfs/acre/in) 4 I I I I I 1 I nd and Swamp Factor; 0.87 ; 0.87 1 0.87 ; 0.87 0.87 1 0.87 1 0.87 1.0% Ponds Used 11 It 11 i i 1 -------------------i ------ ------ ------ ------i------ ------i 3k Discharge (cfs) i 4 7 ; 15 21 i 27 i 35 40 ---------------------------------------------- •lalue(s) provided from TR-55 system routines I P- PROPOSED (2003) PROPOSED SOILS, COVER, DRAIMUS AREAS — July 1999 .M tv 4 j i / p'y a.s ,e.w+ ' DRAINAGE AREA I P l -- "All t'' Ci11 lVass r I' r ! - i cl r I� it 1s 111r. DRAINAGE AREA II P A I ••6�I �_ grassI lie I r Note: Cover as noted on plan. Grass - Grass and/or Pasture RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 roject RESPONSIVE WAY - AGAWAM User: DLB Date 08-04-2003 ounty HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITIONS (RES-IP ) ubarea : IP ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ 'ULLY DEVELOPED URBAN AREAS (Veg Estab. ) open space (Lawns ,parks etc . ) Good condition; grass cover > 75% 2 . 28( 39 ) - 0 . 21 ( 74 ) - mpervious Areas Paved parking lots , roofs , driveways 4 . 85 ( 98 ) - 1 . 58( 98 ) - Streets and roads Gravel (w/ right-of-way) 0 . 86( 76 ) Q . 28( 89 ) - ULTIVATED AGRICULTURAL LANDS :ow crops SR * Crop residue good 5 . 46( 64 ) - 0 . 87 (82 ) - iTHER AGRICULTURAL LANDS lasture , grassland or range fair 3 . 10( 49 ) 1 . 60( 79 ) - good 1 . 31( 39 ) 1 . 37 4 7oods - grass combination fair 1 . 30( 43 ) - 1 . 43( 76 ) - Potal Area (by Hydrologic Soil Group) 19 . 1 7 . 34 ------------------------------------------------------------------------- iUBAREA: IP TOTAL DRAINAGE AREA: 26 . 5 Acres WEIGHTED CURVE NUMBER 69* - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 10 Iroject : RESPONSIVE WAY - AGAWAM User : DLB Date: 08-04-2003 'ounty : HAMPDEN State : MA Checked: Date : subtitle : PROPOSED CONDITIONS (RES-IP) ------------------------------------------------------------------------------- 'low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft ) ( ft/ft ) code ( sq/ft ) ( ft ) ( ft/sec ) (hr ) ------------------------------------------------------------------------------- ,heet 3 200 0 . 030 F 0 . 364 hallow Concent ' d 800. 0 . 040 U 0 . 069 hallow Concent ' d 550 0 . 005 U 0 . 134 )pen Channel 450 3 0 . 042 )pen Channel 415 4 0 . 029 Time of Concentration = 0 , 64* hallow Concent ' d 800 0 . 040 U 0 . 069 'hallow Concent ' d 550 0 . 005 U 0 . 134 )pen Channel 450 3 0 . 042 )pen Channel 415 4 0 . 029 Travel Time = 0 . 27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow ( No Res . ) G Grass , Burmuda --- Surface Codes --- 'C Cultivated < 20 % Res . H Woods , Light P Paved ' D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 10 roject : RESPONSIVE WAY - AGAWAM User: DLB Date: 08-04-2003 ounty : HAMPDEN State : MA Checked: Date: ubtitle : PROPOSED CONDITIONS ( RES-IP ) Data: Drainage Area 26 . 5 * Acres Runoff Curve Number 69 * Time of Concentration: 0 . 64 * Hours Rainfall Type I I I Pond and Swamp Area Storm Number 1 ; 2 ; 3 ; 4 ; 5 ; 6 ; 7 ---------------------- + ------ ------ ' ------ ' ------ ' ------ '�' ----- ' ------ ' 1 I I I I ! 1 Frequency (yrs ) ; 1 ; 2 5 ; 10 ; 25 ; 50 00 , 1 1 1 I 1 1 I 1 24-Hr Rainfall ( in) ; 2 . 5 ; 3 ; 4 ; ' 4 . 6 ; 5 . 3 6 ; 6-. 5 ; I ! 1 I I I 1 I Ia/P Ratio ; 0 . 36 ; 0 . 30 ; 0 . 22 ; 0 . 20 0 . 17 0 . 15 ; 0 . 14 ; Runoff ( in) ; 0 . 42 0 . 67 ; 1 . 27 ; 1 . 67 ; 2 .18 ; 2 . 71 ; 3 . 11 -1/Z X Aa. I I I 1 1 I I I Unit Peak Discharge ; 0 . 427 10 . 484 10 . 519 10 . 532 ; 0 . 544 10 . 554 '.: 0 . 559 ; ( cfs/acre/in) 1' ' ' ' 1' 1 I 1 I ! , Pond and Swamp Factor ; 0 . 87 0 . 87 0. 87 0 . 87 ; 0 . 87 ; 0 .87 ; 0 .87 1 .0% Ponds Used 11 ---------- ------------ ' ------ 1 I 1 ---- ' ------ ' ------ ' ------ ' Peak Discharge (cfs) ; 4 ;. 7 ; 15 ; 21 ; 27 ; 35 ; 40 Value( s ) provided from TR-55 system routines 6.��Af �o c e SYNOPSIS (1999) SYNOPSIS Peak run-off for entire site remained the same from the existing to proposed conditions. volume of run-off increased in the proposed condition and the difference in acre feet was the design parameter for the Detention Basins. Because there are two separate drainage areas, two basins were designed. The basins are oversized and may accommodate more impervious cover for future development. Normal outletting of the basins was based on the existing flows from a 5 year storm event. water levels will have to reach 1.65 feet & 0.90 feet in the north & south basins respectively, in order to achieve these flows. Lower Water levels will have less than the 5 year flow. Overflow outletting was based on the 100 year existing flows for each drainage area. An emergency spillway is designed at 0.25 feet above the overflow outlet and is 0.25 feet below the free-board of the basins. Safety factors incorporated into this design are first, that the entire roof areas, which were included in the overall calculations, will be discharged into sub-surface leaching systems that are designed for a 100 year storm. Second., we have incorporated another basin for the purpose of sediment and pollution control as well as recharge, in accordance with Best Management Practices per DBP policy guides. This total area was also included in the overall calculations as well as more than 4 acres that will flow into it. A fail-safe leaching structure is positioned in this retention basin for discharge to unfrozen earth during the winter months. The rim is set one foot above the basin grade to allow settlement of suspended solids. DETENTION BASINS DESIGN P D'A' t� ' �t r' P sr + f r i!w •i. B AV f w yw•'`J `!,y NORTH BASIN +� OVERFLOW = ELEV. 134.00 ; 1� a„r,.i�;,.F '.• ` TOTAL VOLUME = 0.60 AF 1 ✓ � l t 00, IN It Es! y 11 SOUTH BASIN ` 1 1 OVERFLOW = ELEV. 137.00 TOTAL VOLUME a 0.47 AF fC � .. �1 f i•�.rYso ,r�\1 ` 1\ �yi it A�er ,]7 f I rlr.f 7• ' L � � � ►ram r10 10 a � .rw C.sss�e A�n�*•+0 ecs..� r two- DETENTION BASIN COMPARISON(2003) 7Z . DETENTION BASIN DESIGN 100 Year Storm :isting Conditions Run-off (TR55 - Tabular I & II) = 53 CFS -oposed Condition Run-off (TR55 - Tabular I & II) = 54 CFS Proposed " Existing :isting Condition Run-off Volume (TR55 - Graphical I + II) = 9.23 AF -oposed Condition Run-off Volume (TR55 - Graphical I + II) = 10.27 AF 3 (.$7 /20,z7 AF Difference For Detention = 1.04 AF AREAS ,FOR DETENTION NORTH BASIN (1) _ 134 = 17,040 S.F. 23,200 X 2 = 23,200 CF. 2 :. 132 = 6, 160 S.F. 6, 160 x 1 = 3 080 CF. 2 _. 131 = 0 S.F. TOTAL VOLUME = 0. 60 AF. SOUTH BASIN II 137 = 13,700 S.F. 26,500 x 1 = 13,250 CF. 2 136 = 12,800 S.F. 14, 100 x 1 = 7,050 CF. 2 1. 135 = 1,300 S.F. TOTAL VOLUME = 0.47 AF. TOTAL VOLUME BOTH .BASINS = 1.07 AF. D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS August 5, 2003 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 RE: Site Plan Application -Responsive Trucking Loca: Silver Street -Additional parking Dear Board Members: Enclosed please find a Site Plan Application, Revised Section IP Drainage (22 pages), and 10 copies of the "Proposed Site Plan for Additional Parking". This proposal is a minor modification to the existing facility of Responsive Trucking,Inc. The modification proposes to expand the existing trap rock parking area, used for trailers, by approximately 32,600 s.f. The area is currently grassed and the original drainage calculations have been modified to reflect the new surface cover. The result of this change has no effect on the drainage volume nor rate from that which was approved in 1999. Consequently no changes in the current drainage design are required. We will be pleased to present this minor change at the Board's earliest convenience. If you have any questions or concerns in the meantime,please contact us. Sincerely, D. L Bean Inc. z/ David L. Bean,President enclosures as noted cc: Bill Moccio DLB/ssc AGAWAX PLAWING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Responsive Trucking, Inc. Address 339 Silver Street Agawam, MA 01001 2. Name of Applicant/Owner Responsive_ Trucking, Inc. - Applicant Address 339 Silver Street, A awam MA 01001 Telephone 789-1263 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413-562-7566 4. Please give a brief description of the proposed- project: This proposal is to expand the existing trailer parking area by 32,600 s.f. This proposed area will be at least 102 feet from any wetlands. Rev. 2/14/94 STORM DRAIN DETENTION BASIN DESIGN Responsive Trucking July 1999 Revised Section IP August 4, 2003 �,1�k OF LEROY RiCHARO CLINK No.29M CAL 'i7� AECT t l F�� L I E-EXISTING (1999) yy 1 ` ti DRAINAGE AREA I I E 1 •� "'*� + `\_:-. •�� "B� •i� it rl ` 1 DRAINAGE AREA I E w w .� 14 Nj�O�f `.. � LEGEND`Jy \� _, -� �$ '`' � �, Black � --�� Impervious Q r �_ .p _ Blue = Lawn --�_ ~ _ '�Green a Cultivated Field Yellow a Over grown Past Brown a Gravel Drive y Red ! Swamp 1 Woods 77 c A Soil Type • ? 2 200' v- --ram i •�i� ��r�r�� `` � TJ �. i. - _ c j . RUNOFF CURVE NUMBER COMPUTATION Version 2.00 >ct : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 :y : HAMPDEN State: MA Checked: Date: .tle: EXISTING CONDITIONS - (RES-IE) ea . IE --------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) --------------------------------------------------------------------------- DEVELOPED URBAN AREAS (Veg Estab. ) space (Lawns,parks etc. ) )d condition; grass cover > 75% 2. 75(39) - - - :vious Areas •ed parking lots, roofs, driveways 4.28(98) - 0.48(98) - -eets and roads :ravel (w/ right-of-way) 0.51(76) - 0.23(89) - _VATED AGRICULTURAL LANDS props SR + Crop residue _ good 5.46(64) - 0.87(82) - I AGRICULTURAL LANDS ire, grassland or range fair 6.33(49) - 5.89(79) - - grass combination fair 3.22(43) - 2.68(76) - Area (by Hydrologic Soil Group) 22.5 10. 1 --------------------------------------------------------------------------- 2EA: IE TOTAL DRAINAGE AREA: 32.7 Acres WEIGHTED CURVE NUMBER: 66* --------------------------------------------------------------------------- senerated for use by GRAPHIC method 37, TIME OF CONCENTRATION AND TRAVEL TIME, Version 2.00 .ct : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 ' y : HAMPDEN State: MA Checked: Date: tle: EXISTING CONDITIONS - (RES-IE) -------------------------------------------------------------------------- Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------- 3 200 0.030 F 0.364 ow Concent'd 450 0.058 , U 0. 032 ow Concent'd 1275 0.011 U 0.209 Channel 415 4 0.029 Time of Concentration = 0.63* ow Concent+d 450 0.058 U 0.032 ow Concent'd 1275 0. 011 U 0.209 Channel , 415 4 0.029 Travel Time = 0.27* --- Sheet Flow Surface Codes --- Smooth Surface F Grass, Dense --- Shallow Concentrated --- Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- Cultivated < 20 % Res. H Woods, Light P Paved Cultivated > 20 % Res. I Woods, Dense U Unpaved Grass-Range, Short J Range, Natural enerated for use by GRAPHIC method GRAPHICAL PEAR DISCHARGE METHOD Version 2.00 act : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 ;y : HAMPDEN State: MA Checked: Date: .tle: EXISTING CONDITIONS - (RES-IE) :a: Drainage Area 32.7 * Acres Runoff Curve Number 66 * Time of Concentration: 0.63 * Hours Rainfall Type III Pond and Swamp Area : 1.4 Acres 4.3 $ of Drainage Area )rm Number i 1 i 2 i 3 i 4 i 5 i 6 i 7 ----------- ------ ------ ------ ------ ------ ------ ------� :quency (yrs) ; 1 2 ; 5 ; 10 ; 25 ; 50 ; 100 Hr Rainfall (in) ; 2.5 3 ; 4 ; 4.6 ; 5.3 ; 6 ; 6.5 P Ratio ; 0.41 ; 0.34 ; 0.26 0.22 ; 0. 19 ; 0. 17 ; 0. 16 %off (in) 0.33 0.54 i 1.09 i 1.46 i 1. 94 ; 2.44 ; 2.82 t Peak Discharge 10.375 10.446 10.507 10.523 10.537 10.547 10.553 (cfs/acre/in) _d and Swamp Factor! 0. 72 ; 0.72 0.72 ! 0.72 ' 0.72 ; 0.72 ; 0. 72 5 .0% Ponds Used •------------------ ------ ------F------ ------1------ ------ ------i .k Discharge (cfs) ; 3 i 6 13 ; 18 i 24 ; 31 ; 37 -------------------------______________________----__=_________- alue(s) provided from TR-55 system routines I P-PROPOSED (1999) PROPOSED SOILS, COVER, S DRAINMM AREAS — July 1999 s Anad -:• - :1. ---. G DRAINAGE AREA I P rass l ; I,I raf; rr it !grans ac �a� .rrllw 1 roco Yi.rcL �, fR 5 1 bRAINAGE AREA I I P A/IIC. � 1/ { �. • grassttDll SL 1 r mot'�"�*��•-= '�. rass Note: Cover as rooted on plan. Grass - Grass and/or Pasture AV RUNOFF CURVE NUMBER COMPUTATION Version 2.00 ;ect : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 ity : HAMPDEN State: MA Checked: Date: title: PROPOSED CONDITIONS (RES-IP) irea : IP Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) •--------------------------------------------------------------------------- ,Y DEVELOPED URBAN AREAS (Veg Estab. ) i space (Lawns,parks etc. ) Z �Z� )od condition; grass cover > 75% 276 (39) - 0.21(74) - ,.rvious Areas .ved parking lots, roofs, driveways 4.85(98) - 1.58(98) - .reets and roads . 0, 96 Gravel (w/ right-of-way) &.,-M(76) - IVATED AGRICULTURAL LANDS crops SR + Crop residue good 5.46(64) - 0.87(82) :R AGRICULTURAL LANDS .ure, grassland or range fair 3.10(49) - 1.60(79) - good 1.31(39) - 7(74)14 - 's - grass combination fair 1.30(43) - 1.43(76) - .1 Area (by Hydrologic Soil Group) 19. 1 7.34 --------------------------------------------------------------------------- .REA: IP TOTAL DRAINAGE AREA: 26.5 Acres WEIGHTED CURVE NUMBER: 69* --------------------------------------------------------------------------- 3enerated for use by GRAPHIC method TIME OF CONCENTRATION AND TRBVEL .TIME Version 2.00 ject : RESPONSIVE WAy - AGAWAM User: DLB Date: 07--16-99 zty : HAMPDEN State: MA Checked: Date: :itle: PROPOSED CONDITIONS (RES-IP) ---------------------------------------------------------------------------- a Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ---------------------------------------------------------------------------- ?t 3 200 0.030 F 0.364 _low Concent'd 800 0.040 U 0.069 :low Concent'd 550 0.005 U 0. 134 i Channel 450 3 0.042 i Channel 415 4 0.029 Time of Concentration = 0.64* .low Concent'd 800 0.040 U 0.069 .low Concent'd . 550 0.005 U 0. 134 Channel 450 3 0.042 Channel 415 4 0.029 Travel Time = 0.27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 ect : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 .ty : HAMPDEN State: MA Checked: Date: .itle: PROPOSED CONDITIONS (RES-IP) .ta: Drainage Area 26.5 * Acres Runoff Curve Number 69 * Time of Concentration: 0.64 * Hours Rainfall Type III Pond and Swamp Area .4 Acres 1.5 % of Drainage Area orm Number ; 1 i 2 3 i 4 i 5 i 6 i 7 -------------------i ------i------;-------r------ ------i ------i------� equency (yrs) ; 1 i 2 i 5 ; 10 i 25 50 ' 100 -Hr Rainfall (in) ; 2.5 ; 3 4 ; 4.6 5.3 { 6 i 6.5 • I I I 11 I 1 I /P Ratio 0.36 0.30 ; 0.22 ; 0.20 ; 0. 17 ; 0. 15 ; 0. 14 I I I I I I 1 I noff (in) ; 0.42 0.67 1.27 ; 1.67 ; 2. 18 2.71 ; 3.11 i it Peak Discharge 10.427 10.484 10.519 10.532 10.544 10.554 10.559 1 (cfs/acre/in) 1 I I I i i 1 I nd and Swamp Factor; 0.87 ; 0.87 ; 0.87 1 0 .87 ; 0.87 ; 0.87 ; 0.87 1.0% Ponds Used ------------------- ------ ------f------ ------ ------ ------ ------� ak Discharge (cfs) i 4 7 ; 15 21 i 27 i 35 i 40 7alue(s) provided from TR-55 system routines I P- PROPOSED (2003) PROPOSED SOILS, COVER, & DRAIMM ARM - Jn1y 1999 III"' I k All' 5� DRAINAGE AREA I P !I ' rrCTT it i M iC'f� �rass _ .. I rl i r TC,r �..- { .l s — �►� !� T \ 1 r 44 Awe,r \ Tr�j 1 � _� �� I. � f i �t •I Y�.s�L /ulAM 1 I i tl Y _ it if DRAINAGE AREA II P `� rTCTT - it �' grass , r .• --�g`s s w Note: Cover as noted on plan. Grass - Grass and/or Pasture RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 roject : RESPONSIVE WAY - AGAWAM User : DLB Date 6 8-04-2003 ounty : HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITIONS (RES-IP ) ubarea : IP ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ ULLY DEVELOPED URBAN AREAS (Veg Estab. ) pen space (Lawns ,parks etc . ) Good condition; grass cover > 75% 2 . 28( 39 ) - 0 . 21 ( 74 ) - mpervious Areas Paved parking lots , roofs , driveways 4 . 85 ( 98 ) - 1 . 58( 98 ) - Streets and roads Gravel (w/ right-of-wav ) 0 . 86( 76 ) CO . 28(89 ) - :ULTIVATED AGRICULTURAL LANDS :ow crops SR + Crop residue good 5 . 46( 64 ) - 0 . 87 ( 82 ) - ETHER AGRICULTURAL LANDS ,asture , grassland or range fair 3 . 10( 49 ) - 1 . 60( 79 ) - good 1 . 31( 39 ) 1 . 37 7 - 7oods - grass combination fair 1 . 30( 43 ) - 1 . 43 ( 76 ) - Ootal Area ( by Hydrologic Soil Group) 19 . 1 7 . 34 ------------------------------------------------------------ SUBAREA: IP TOTAL DRAINAGE AREA: 26 . 5 Acres WEIGHTED CURVE NUMBER n-9-* - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2. 10 roject RESPONSIVE WAY - AGAWAM User : DLB Date : 08-04-2003 ounty HAMPDEN State : MA Checked: Date : ubtitle : PROPOSED CONDITIONS (RES-IP) ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft ) ( ft/ft ) code ( sq/ft ) ( ft ) ( ft/sec ) (hr ) ------------------------------------------------------------------------------ heet 3 200 0 . 030 F 0 . 364 hallow Concent 'd 800 0 . 040 U 0 . 069 hallow Concent ' d 550 0 . 005 U 0. 134 pen Channel 450 3 0 . 042 pen Channel 415 4 0 . 029 Time of Concentration = 0 . 64* hallow Concent 'd 800 0 . 040 U 0 . 069 hallow Concent ' d 550 0 . 005 U 0 . 134 pen Channel 450 3 0 . 042 open Channel 415 4 0 . 029 Travel Time = 0 . 27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass , Dense --- Shallow Concentrated --- B Fallow ( No Res . ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res . H Woods , Light P Paved D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range , Short J Range , Natural - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 10 roject : RESPONSIVE WAY - AGAWAM User: DLS Date: 08-04-2003 ounty : HAMPDEN State: MA Checked: Date: ubtitle : PROPOSED CONDITIONS (RES-IP) Data: Drainage Area 26 . 5 * Acres Runoff Curve Number 69 * Time of Concentration: 0 . 64 * Hours Rainfall- Type I I I Pond and Swamp Area Storm Number 1 2 3 4 5 ; 6 ; 7 ; ---------------------- ` ' ------ ' -----^ ` I I I , ------ ----- i - I I t - i "'- r - I - Frequency (yrs ) 1 2 5 ; 10 ; 25 ; 50 ; C',00 , I I I f I I i t 24-Hr Rainfall ( in) ; '2 . 5 ; 3 4 ; 4 . 6 ; 5 . 3 ; 6 6 . 5 ; Ia/P Ratio ; 0 . 36 ; 0 . 30 ; 0 . 22 ; 0 . 20 ; 0 . 17 ; 0 . 15 ; 0 . 14 ; Runoff ( in) ; 0 . 42 ; 0 . 67 ; 1 .27 ; 1 . 67 ; 2 . 18 ; 2. 71 ; 3 . 11 -r�/Z )e �. I I i 1 1 I r f Unit Peak Discharge : 0. 427 : 0 . 484 10 . 519 : 0 . 532 10 . 544 10 . 554 '.1, 0 . 559 1, (cfs/acre/in) Pond and Swamp Factor ; 0 . 87 ; 0 . 87 ; 0.87 ; 0 .87 ; 0 .87 ; 0 .87 ; 0 . 87 1 .0% Ponds Used 11 i i i It 11 ---------------------- 1 ------ 1 ------ I ------ I ------ ' ------ ------I 1 I i 1 f I I 1 1 ------ Peak Discharge (cfs) ; 4 ;. 7 ; 15 ; 21 ; 27 ; 35 ; 40 ; - Value(s ) provided from TR-55 system routines SYNOPSIS (1999) L12 / SYNOPSIS Peak run-off for entire site remained the same from the existing to proposed conditions. volume of run-off increased in the proposed condition and the difference in acre feet was the design parameter for the Detention Basins. Because there are two separate drainage areas, two basins were designed. The basins are oversized and may accommodate more impervious cover for future development. Normal. outletting of the basins was based on the existing flows from a 5 year storm event. water levels will have to reach 1.65 feet & 0.90 feet in the north & south basins respectively, in order to achieve these flows. Lower Water levels will have less than the 5 year flow. Overflow outletting was based on the 100 year existing flows for each drainage area. An emergency spillway is designed at 0.25 feet above the overflow outlet and is 0. 25 feet below the free-board of the basins. Safety factors incorporated into this design are first, that the entire roof areas, which were included in the overall calculations, will be discharged into sub-surface leaching systems that are designed for a 100 year storm. Second., we have incorporated another basin for the purpose of sediment and pollution control as well as recharge, in accordance with Best Management Practices per DEP policy guides. This total area was also included in the overall calculations as well as more than 4 acres that will flow into it. A fail-safe leaching structure is positioned in this retention basin for discharge to unfrozen earth during the winter months. The rim is set one foot above the basin grade to allow settlement of suspended solids. DETENTION BASINS DESIGN � 1 h � I �•i� / M� yw� Mr 1'• pu+ S,: ,Zo ' ,� �r•yr NORTH BASIN OVERFLOW - ELEV. 134.00 ; TOTAL VOLUME - 0.60 AF s' sip lop g 1000 \ k vt go SOUTH BASIN 1 OVERFLOW - ELEV. 137.00 ;, l5 1• ` TOTAL VOLUME - 0.47 AF v alSic/ r 04 f Ary Ila ti r DETENTION BASIN COMPARISON (2003) 7Z . DETENTION BASIN DESIGN 100 Year Storm :isting Conditions Run-off (TR55 - Tabular I & II) = 53 CFS •oposed Condition Run-off (TR55 - Tabular I & II) = 54 CFS Proposed - Existing :isting Condition Run-off Volume (TR55 - Graphical I + II) = 9.23 AF oposed Condition Run-off Volume (TR55 - Graphical I + II) = 10.27 AF Difference For Detention = 1.04 AF ------- A/o cr�,vy�E AREAS FOR DETENTION NORTH BASIN I . 134 = 17,040 S.F. 23,200 X 2 = 23,200 CF. .. 132 = 6, 160 S.F. 6, 160 x 1 = 3,080 CF. 2 .. 131 = 0 S.F. TOTAL VOLUME .= 0.60 AF. SOUTH BASIN (II ) 137 = 13, 700 S.F. 26,500 x 1 = 13,250 CF. 2 136 = 12,800 S.F. 14, 100 x 1 = 7,050 _CF. 2 135 = 1,300 S.F. TOTAL VOLUME = 0.47 AF. TOTAL VOLUME BOTH -BASINS = 1.07 AF. Town of Agawam T tit 36 Main Street Agawam, Massachusetts 01001-1837 q�p MP ` Tel. 413-786-0400 Fax 413-786-9927 ca ter_ PLANNING BOARD w ! .. r7 rn February 23, 2004 cao r William & Andrea Moccio Responsive Trucking 339 Silver Street Agawam, MA 0 100 1 Dear Mr. & Mrs. Moccio: At its duly called meeting held on February 19, 2004, the Agawam Planning Board voted to approve the plan entitled "Proposed Site Plan for Additional Parking for: Responsive Trucking, Inc., 339 Silver Street,.Agawam, MA" dated Aug. 5, 2003, Rev: Jan. 26, 2004 and prepared by D.L. Bean, Inc.. If you have any questions, please contact this office at 786-0400, extension 245. Sincerely, WSJ Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD . DBH:pre cc: Building Dept. Board of Appeals Engineering Dept. Town Clerk File TOWN OF AGAWAM INTEROFFICE MEMORANDUM D May` To: Conservation Commission CC: Planning Board, John Stone, DPW Supt. 1 File From: Engineering Date: Feb. 18, 2004 Subject: CC 222 - Responsive Trucking Responsive Trucking has submitted a site plan for review to the Planning Board to add gravel parking to their site. A previous Conservation Commission N.O.I. filing addressed the proposed changes to the site in 1999. The Engineering Division is requiring some minor grading at the detention pond area. These changes are to the benefit of the receiving wetland. I recommend that the proposer not have to complete a formal filing to proceed with these improvements. Erosion and sediment controls must be in place during the construction phase. Sincerely, e rganne J oym , P.E. T wn Engineer S:1ccU22 Resp Trucking/2004 improvements.wpd 4rlJyC��1�`t1�41, 1`'� y • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 ATED MP ` Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Board of Appeals FROM: Planning Board SUBJECT: Moccio - Silver Street DATE: February 5, 2004 At its January 29, 2004 meeting the Planning Board tabled action on the Site Plan for Responsive Trucking. A Request for Determination of Applicability must be filed with the Conservation Commission for the proposed work as it will impact the buffer zone to a wetland. Attached is the latest memo received from the Engineering Department.. TOWN OF AGAWAM ' INTEROFFICE - _ MEMORANDUMR �M� To: Planning Dept. CC: John Stone, DPW Supt. I File From: Engineering Date: Jan. 27, 2004 Subject: Site Plan 339 Responsive Trucking DPW Engineering has reviewed the site plan for Responsive Trucking 339 Silver St. titled "Proposed Site Plan for Additional Parking", dated Jan. 26, 2004. The revisions shown on this plan are acceptable and the site plan is approved. Because a increase in the height of the detention pond berm is required, some work will be required within the 100' wetland buffer area. This work will be in the interest of protecting the wetlands. Upon consultation with the Conservation Commission, it is recommended that the proponent file a Request for Determination with the Conservation Commission for this work. If you have any continents or questions, please do not hesitate to contact our division. Sincerely, G orga e . Hoy , P. 'Ibwn Ahgineer SASP1339106 review 127 04 OK.wpd r TOWW OF AGAWAI 36 ALUN STREET AGAWAM, MAC 01001 BOARD OF APPEALS D MP rl February 4, 2004 CD 7; The Agawam Board of Appeals will hold a meeting as follows: N m, DATE: Monday,January 9, 2004 TIME: 6:30 P.M. LOCATION: Library Conference Room Agawam Public Library 750 Cooper Street Agawam, MA 01001 AGENDA 1. PUBLIC HEARING-WILLIAM &ANDREA MOCCIO, CASE#1708 (6:30 P.M.) 2. DISCUSSION OF WILLIAM &ANDREA MOCCIO, AND TAKE APPROPRIATE ACTION. 3. APPROVAL OF MINUTES FROM JANUARY 112, 2004. 4. Any other business that may legally come before the Board. Ti . 1 Y 0 • TOWN OF AGAWAM o _ INTEROFFICE z MEMORANDUM To: Planning Dept. CC: John Stone, DPW Supt. 1 File From: Engineering Date: Jan. 27, 2004 Subject: Site Plan 339 Responsive Trucking DPW Engineering has reviewed the site plan for Responsive Trucking 339 Silver St. titled "Proposed Site Plan for Additional Parking", dated Jan. 26, 2004. The revisions shown on this plan are acceptable and the site plan is approved. Because a increase in the height of the detention pond berm is required, some work will be required within the 100' wetland buffer area. This work will be in the interest of protecting the wetlands. Upon consultation with the Conservation Commission, it is recommended that the proponent file a Request for Determination with the Conservation Commission for this work. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, G orga e . Hoy , P wn gi . . neer S:1SP1339106 review 127 04 OK.wpd LandCoraulta�lsV _ da4ivle ©7 U o " @90V�" d Forty School Street WESTFIELD, MASSACHUSETTS 01085 IMTE (413) 562-7566 January 25, 2004- FAX'(413) 562.2091 ATrE"ON Geox ianne Hoyman, Town Engineer TO RE: - Town of Agawam Engineering Department Revisions to "Proposed Site Plan 36 Main Street for Additional Parking" for Responsive Trucking, 339 Silver Street Agawam, MA 01001 WE ARE SENDING YOU (4 Attached ❑ Under separate cover via the following items: ❑ Shop drawings CX Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 1-26-04 1 Blue Print Copy - "Proposed Site Plan for Additional Parking" with Requested Revisions THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution CS As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS V , 1 2 jjV COPY TO 4gawam glanningJoard a� ar Beg lane, Esqu re SIGNED: lssnclosuros aro not as noted,klndlynotlly us at once David L. Beans President TOWN OF AGAWAM o _ INTEROFFICE MEMORANDUM 0 Mpy To: Planning Dept. CC: John Stone, DPW Supt. / File From: Engineering Date: Dec. 18, 2003 Subject: Site Plan 339 Responsive Trucking Engineering has not received additional requested information from the proposer's designer. Therefore, I do not recommend approval of the site plan at this time. Agawam DPW Engineering reserves the right to make additional comments and requests for information upon review of future submissions. If you have any comments or questions, please do not hesitate to contact our division. Sincerely, /� t-, A kw--� "Oeorgaide J. hoyman, P.E. Town Engineer S:ISP1339105 review dec 18 03.wpd1 DEC 1 8 2003 MEMO TO: Board of Appeals FROM: Planning Board SUBJECT: Site Plan - Responsive Trucking - Silver Street DATE: December 5, 2003 At its meeting held on December 4, 2003, the Planning Board discussed the Site Plan for Responsive Trucking on Silver Street. The Board tabled action on this plan until the next meeting (December 18` ) due to concerns that the Engineering Department has with the drainage calculations that were submitted and to allow the Board members to make a site visit. AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: December 4, 2003 DATE RECEIVED: Oct. 29, 2003 DISTRIBUTION DATE: Oct. 31, 2003 PLANNING BOARD MEETING DATE: December 4, 2003 APPLICANT INFORMATION 1. Name of Business: Responsive Trucking, Inc. Address: 339 Silver Street, Agawam, MA 01001 2. Owner: Same Address: Telephone: 789-1263 Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: 562-7566 Fax: PLAN REVIEW Scale: 1" = 60" Date: August 5, 2003 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed expansion of the existing trailer parking area by 32,600 sq. ft. �i Site Plan Review Page 2 Description of Site: Proposed site is adjacent to an existing trap rock gravel parking area and is presently in grass. Provision for Traffic Flow: Unchanged. Parking: Additional trailer parking to be provided. Drainage: See Engineering notes. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Not provided. Sign Location: Unchanged. Exterior Lighting: Not provided. Rendering or Elevations: N.A. Dumpster Location: N.A. Other Comments or Concerns: This project is before the Board of Appeals for an amendment to a Special Permit. Any action by the Planning Board must reflect the need for approval by the Board of Appeals. Please also incorporate the Fire Department's comment. 0 To TAN OF A GA wAm INTEROFFICE y� 1� MEMORANDUM q�p MP To: Planning Board CC: File From: Engineering Date: December 4, 2003 Subject: Site Plan 339 -Responsive Trucking - Silver Street Per your request dated October 31, 2003,we have reviewed the site plan entitled"Proposed Site Plan For Additional Parking, Agawam, Massachusetts; For: Responsive Trucking, Inc., 339 Silver Street, Agawam, MA; Date: Aug. 5, 2003; Scale: 1"=60' ', and we note the following: 1. The plan scale should be no smaller than 1"=50". 2. The plan should show a construction detail for the additional parking area. 3. After review of the proposed parking on this site plan, it appears that the additional impact on the adjacent detention pond might require a change in the detention pond's outlet pipe, We suggest that the applicant perform a more detailed analysis of the peak flow rates and storage volumes and submit their findings to the Engineering Dept. for further review. If you have any questions,please do not hesitate to contact us. Sincerely, f Rick S. Seidnitzer eorganne oyman, Pt Civil Engineer I ;town Engineer H:lengineerlspW 9103.wpd Town of Agawam • ;�� 36 Main Street Agawam, Massachusetts 01001-1837 �p�aTE�Mpy`1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department, Fire Department, Police Department FROM: Planning Board SUBJECT: Site Plan - Responsive Trucking - Silver Street DATE: 'October 31, 2003 Please review and comment on the attached Site Plan for Responsive Trucking on Silver Street prior to the Board's November 201h meeting. Thank you. DSD:pre Michael R, Mercadante Fire Inspector Agawam Fire ep� O t O� Date: ! O �S� d-- wL4vr�tuk Q rv� Town of Agawam ti. •r+ 'y 36 Main Street Agawam, Massachusetts 01001-1837 D�py`1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department, Fire Department, Police Department FROM: Planning Board SUBJECT: Site Plan - Responsive Trucking - Silver Street DATE: October 31, 2003 Please review and comment on the attached Site Plan for Responsive Trucking on Silver Street prior to the Board's November 201h meeting. Thank you. DSD:pre r e� TOWN OFAGAwA9 36 MAIN STREET AGAWAM, MA 01001 a BOARD OF APPEALS M MEMO DATE: October 29, 2003 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: 339 Silver Street Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. PIAN �� D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Fory c hool Street Fax # 413-562-2091 SURVEYORS Nest.ieh Mass. 01085 ENGINEERS August 5, 2003 Dennis Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Site Plan Application-Responsive Trucking Loca: Silver Street- Additional parking Dear Board Members: Enclosed please find a Site Plan Application, Revised Section IP Drainage (22 pages), and 10 copies of the "Proposed Site Plan for Additional Parking". This proposal is a minor modification to the existing facility of Responsive Trucking, Inc. The modification proposes to expand the existing trap rock parking area, used for trailers,by approximately 32,600 s.f. The area is currently grassed and the original drainage calculations have been modified to reflect the new surface cover. The result of this change has no effect on the drainage volume nor rate from that which was approved in 1999. Consequently no changes in the current drainage design are required. We will be pleased to present this minor change at the Board's earliest convenience. If you have any questions or concerns in the meantime,please contact us. Sincerely, D. L Be , Inc. David L. Bean, President enclosures as noted D. L._ BtN,A INC. cc: Bill Moccio 7C-3R i DLB/ssc LAND �' ?AjL-TAN`S wWEYOPS ENGINEERS AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Responsive Trucking, Inc. Address 339 Silver Street, Agawam, MA 01001 2. Name of Applicant/Owner Responsive Trucking, Inc. Applicant Address 339 Silver Street, Agawam, MA . 01001 Telephone 789-1263 3. Name of Engineer/Architect D.L. Bean, Inc. Address - 40 School Street - Westfield, MA 01085 Telephone 413--562-7566 4. Please give a brief description of the proposed project: •This proposal is to expand the existing trailer parking area by 32,600 s.f. This proposed area will be at least 102 feet from any wetlands. Rev. 2/14/94 cos a LOG # BOX # 5 DocuMErrr a (D� PAGE# � O � 1 4 1 fY/` T f + �� w i .� k !' .. ,,• .F s" p .'ma . k- . yy!W .Fr •1 Y!. �r'�l" i 1 r I. �. ,i 1�x `� �C/i�/E'/ V% i YW i I1iE;.Sfi�� . k i r1. {a '.' Y r `r .% L •rrIV. - .S' s�.. V. - - �:. 1 'o.,`.",1,'�"r".rr K,JZ'�+1'-".i ,t' �_r. - . �;?�.'. ,dl�-* z � "W-2':=/;_'.,+r l5' p - r. ':+;' r ISM .. "y, i -. - J.r:' S 3 1 �_; v :CF py�� ,� r YiJ H a._.gr tv k y Yi _'0 Y r t coy.`6YJs •y:, �/ _ `i .�c- a 'k- _ / -. ��.r - 'd'e 9- / .... i� - wO. ��: 5 J1� �. 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I �..... �.. -.y'. 3 tx.c;<! . j 's''" o- SCr�y,:r-,n .S. k q:K,, r �S 'G ,�. f �� mil. I .. _ d c.:v ,r f t .�- _ - �: 4 /�,�'.E.'/NG . ' w.� c b. 9/.U.9G ��SE/�lE.v7 _�° ! �fV a 11 -'r r. zti y r '� f of ,lla,q v qM k i 1 t ° ; .. EyJ� a e t i ;5 � , .: % l/ /� L 1 t rti.�-rr r ."� 7'�:: �-- .\�— 11 $� ` V E"X/,ST/t/G r.� G r�+�+ � �4GE oz'�, , ice, rx � / . .. I 0�� ��d",'�, C,e,qV,!;-1- . ' -� "';��'. "., .., ._- I L .,-- .., K, -1 . i . I// "' . _� " ,��...�.r .-, A , . t 1 1 L . �. � 6 -271/.S7 1CC EA�27,3/ E 4 7 �r*. f `fit .J !4 z x : 4 ti rL 1 G fi r kY YS g -i A . I 1-,�--`.'-?,,,�� r . .[ I .I.-I., -AZ . .- .,,�- . - - -,]r_. . : ..,%.. .. y 1 I. ! � x fi y 3 i ._.. P. _.'. ' viv a '- ! I E 1%. �.1. `°_-_ ,� ^ y r trey J a + _. 1 ti ,x Wit, �2 rta }- .v Y I. r S'1'T 4 1�1 F s r ;! dF5 hmt­ '�X �' `� �� s , y� <. � r.� �.f . . . . , .. . �%. . . '.. _ ---] -.-- —'. .: '. . . � .�.. . �-'. .-� ,� t- _ rt a c ��-� s fir. t. .. ti l � //f ! . k J t 9 ' r . . . ' 3 q . �^ 4 c r _ r. _ -e °r 4 t,'. 1.r. h :� �-� F �� Jz .r---�. + --.�_ — �',1_]G� Dom' ,t-V 7 -4W-1as tz i..: !U i t : .SN�e1j RI': �.o & — WI 7'C.a.v ra i9.2F.4 7L. t r• i /�i�C>:J OL f ® - �-�-isr-2ivG ZlalO- �oCer- l. Prior to commencing work activities sedinmentatiWtrosion , ". , G control barriers shall be installed,maintained and shall qC q;4 7�. /�A�SSACf�!/.SE7T.S -: not be removed until all work is complete and vegetationp.�" - is established. - Nor �A-1" .ot eras .,,fk�;1/s/!/g a-C/rYG :c�vC. o���4t �{ c,', r ,{ f. ��� t)kVt ��r� ,939 cS/L!/E.. cS77�EET 2. Alt disturbed areas to lie seeded with the follorvie� rasa �fsciY �, AGAu/ion'I> !t'TA AtCHAAO L.. _ seed mixture: Modified permanen seeding mixture no: b u cuhx _ ' -1 � 4 (from Massachusetts Erosion And e'diment trontrol Guide- No nay � . z.-) oA�� SCA. / � lines - l99? �n the foilowin ratio t ,r �' AUG. 5" Zoo3 ' g ( umbers in lbsNc'rc): �0��9�j. lA�o �. � ,� ., CH KEO. Red Fescue l0, Canada Blue Gra . - 10, Perennial Ryegrass �'i E. fit rPEI! .T�iv2G,za�� p AN NO SHEEN NO 15 (increase), and Red Top- 1,is: ecommended for planting the Water quality Swales to provid a quick,dense cover and to suppress woody growth. SURVEY RS & . . DsLOB �ST N, INC. _ 44 SCHOOL EET ENGINEERS WESTFIELD, MASS A HUSETTS I fi - ,l�7,�,; / 7 � �- f 1 C( 2 2'Z ! k LA • tn• `C sr. O i9J SiYC Tv elP//v% �,PTivF,e,S/�i/o n y r r -�^ Q Or- Cb -►'isTiiyG C' i3u w /3 L 8�" 134 = � eP ,� Locus /;7,f �o /y /_34' j C/ve GLASS 4 �ipeK/iVG 1� To EaGE of ,� 1 E�'�S77�G � V / 1` j .StuIGE � J 81f ys E'X/STiit/G T.2Ai 1LE�ie� qa t � 1 4; f ` ar, T,Pi9jp.PoC.C� Gil2A!/EG 1 6-"V p Z 9 �� ��. �• T � �,aG E o� GVETGa.vDs .ZD.UE.' IN1�US TiQiA G `B •, a SE.O Si72F- f Ci9/V � - �'�'/STING �/Gf✓T` /poGC , 1. Prior to commencing work activities, sedimentation/erosion �d/Q A,0,O/�QAl/q control barriers shall he installed, maintained and shall ,gG,glU,giy /��.5•Sh'Cfi'C/.SETT.S not be removed until all work is complete and vegetation is established. �`IA OFDAVID 2. All disturbed areas to be seeded with the following grass �° CEaor F �gG�vGvry/YJ, M•9 seed mixture: Modified permanent seeding mixture no. 6 o RCLINK �` DATE SCALE Ma.2309 "„ R, (from Massachusetts Erosion And Sediment Control Guide- "� lines - 1997) in the following ratio (numbers in Ibs/acre): �'orF�fCJ 'Z�o CHECKED. Red Fescue - 10, Canada Blue Grass - 10, Perennial Ryegrass L PLAN NO SHEET NO - 15 (increase), and Red Top - 1, is recommended for planting the Water quality Swales to provide a quick, dense cover and to suppress woody growth. D . L . BEAN, INC. SURVEYORS & _ 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS Gent EPs TEi�v -� Exisrn.6 �Ae Ly1 b 8 �r� ID /3G �E7�.fiT/dtJ —� I �X•�rvs O �� �Pwp o07�7 LOCUS �A f� �0 A �Xi.SriiliG L_ /9y ` + {r f g ! Ta EDGE dF 21C � SCrq G E / ��� � \ I � f E`X/sTirYG 2a l✓ioE�� $.7 ys E'er'/,STi.uG T,P.gi��.e �,4,2,E'iyG ro e�oG E o F 3G ,� � AV 7,Piv/a.PoCK G�A(/EG Michael R. Mereadante Fire Inspector Agawam Fire/Deportment Date: r- T4 1. Prior to commencing work activities, sedimentation/erosion control barriers shall be installed, maintained and shall not be removed until all work is complete and vegetationo.�.` is established. /a�ii Mas\ �Fsi�at/S/!/E / UCk/yG 1N�, �.. CIAV;D 2. All disturbed areas to be seeded with the following grass LEROr yam'. �r ? i9GACt/,4/7 M•9 RICHA RO 1 4 I seed mixture: Modified permanent seeding mixture no. 6 cuNx =i (from Massachusetts Erosion And Sediment Control Guide- No zs "' t+ ` ` DATE SCALE lines - 1997) in the following ratio (numbers in lbs/acre): �F'Pf0��AEO ���I ��r AUG• S, 200.3 CHECKED Red Fescue - 10, Canada Blue Grass - 10, Perennial Ryegrass �� L R PLAN NO SHEET NO - 15 (increase), and Red Top- 1, is recommended for planting the Water quality Swales to provide a quick, dense cover and to suppress woody growth. D . L . BEAN, INC. _ SURVEYORS & 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS fi - i �/y5;11,