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24B-046 (14) PermitNo. ................................................................. Application for other than a Dwelling Permit Granted........................................... 19 To .............................................................................. NOTE:IN ORDER THAT THIS APPLICATION MAYBE ACCEPTED,THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT WE CAN DETERMINE FROM THE APPLICATION AND THE ACCOMPANYING PLANS WHAT THE EXISTING CONDITIONS ARE AND WHAT THE FUTURE CONDITIONS WILL BE. Plans,in duplicate,mustbe filed with this application before a permit will be granted,one of which,upon issuance of the permit shall be kept at the site during the progress of the work. + New...............❑ 1, Addition........❑ N ................~D, Zone.................... Type..................., Map...................., Parcel..................... Alterations ....❑ Repair............❑ 'n 4k CITY OF NORTHAMPTON Demolition....El g� _ �yc INSPECT10P1 e MASSACHUSETTS Dui d Application for other than a Dwelling Permit (To be filled out in ink OR on a typewriter) To the Building Inspector: Date....JulY.A ............................. 19 98.. Application for a permit is hereby made according to the following:-- 1. Location, Street and No....Carlon....D.rive. . ...... ......................................................................................................... 2. Nearest cross street.....Barret.t...S.t e e t............................................................................. Lot No...4...&. 5 ..... .. .... 3. Owner's name..Pelc and Paniczko LLB Address137 Kind St:, Northampton, MA 01060 ......................... 4. Architect's name Eric..M. Bernardinr.J! E .... ..... Address .4_..Industrial Dr S Hadley, MA 01075 ....... ..... ......... ......... ......... .............. 5. Builder's name ... ssociated Builders, Inc. Address4 Industrial Dr. , S. Hadley, MA 01075 ......................................... ............................................ 6. Use of building, Present........ ..................... Proposed .Retail/Who.lesale Auto Parts Store ....... ............................................... 7. Building fronts on how many Streets?......... ............................................................... 8. Is building in fire district?......Ye s .......................................................................................................................... 9. Size of building,Width in ft. .......1.5.................... Length in ft.......U2 .............. Height in ft.....U................. 10. Distance of building from Street Line 4 .�86..., left lot line........ , right lot line..11.x.., rear lot line l 6..... 11. Type of construction(check one): 1-A.......... I-B .......... I-C .......... II 6...X... III.......... IV.......... V .......... Stories B 1 2 3 4 5 6 7 Roof Story heights in ft. 26 Thickn's of walls in ins. 8 Material of walls ason y meta Material of floor/roof cone. steel Design live load 80 35 Design dead load 50 10 Occupancy or Use B,MS_2 No.of persons/families (see code review, 1 ns No.of stairs 1 12. Soil under footing is....Fine sands ............................................................................................................................................. 13. Depth of footing below grade......4.......................... ft. Will piles be used?....No 14. Area of entire building(Present plus new) ......1....6..,.825. . ....... ft........................................ sq. . . ... 15. Type of roof-flat....................... pitched.....X........... Material of roof covering...,Metal...Panel....... ........................ 16. No.of elevators........0... Method of heating...Gas,... System Central.....&.....Unit Fuel ....Gas,,,,,,,,,,,,,,,,,,,,,, H ate s. 17. Are live loads noted on drawings? ............... Are all other structural constttons noted on drawings?.......Y.es..... 18. Building(will be)(is)equipped with sprinklers?.......1re s................... With sprinkler alarm?......y.P.S................. 19. Is building to be used as a factory,workshop or mercantile or other establishment employing 10 or more persons? .......)'as..................................................................................................................................................................... 20. Is building to be used as an office building,dormitory,hotel,family hotel,apartment or boarding house,lodging house or tenement house having 8 or more rooms above the second story? ...No,,,,,,,,,,,,,,,,,,,, 21. How many exits(per floor)to street? .....3............................................................................................................... 22. Is building a"Place of assembly"as defined by the General Laws? ...No............................................................... 23. Will building conform to the General Laws? .....yes............. Building and Zoning Ordinances? .....x25............. 24. If a garage,distance from nearest building? ....NL A................................................................................................ 25. If an addition,alteration or demolition,when was building erected?.........N/A..................................................... 26. Estimated costs:- The undersigned certifies that the above statements are true to the best General$...519,196.00 of his/her knowledge and beli Plumbing 13 800 00 GasPiping....................................... Si twe o owner,architect or engineer Sprinklers.....22. 600. . .00 WRITTEN DISCRIPTION OF WORK TO BE DONE .. ... .. . .. . Heatin 47,475.00 (Use blank half of reverse side,if necessary) g......................... . Electric 34,755.00 Construct new 16,825 sf retail/. .wholesale. . . . ... ut. .o...P arts store. ..................................................................... . .... .... . .... .... .a... . .. Other Work includes site preparation, foundations, underground ............................................... ........................................................... Total$ 637,826.00 utilities, building construc.tion.,...paying.,,,,drainage, and ............................................ landscaping. T�y'w'I.\ PRINT INW X JUL-21-98 TUE 08:22 CORASH ZURN LLP FAX NO 14135850419 P. 02 i� f+ DEPT OF 811-o PECTIONS i3-JUL-1995 15:06:14 Hampshire county R= istr ti Receipt No: 85346 Marianne L. Donohue, Register of Deeds 33 King Street Northampton, MA 01060-3298 Nan: CORASH dr ZURN Addr: 86 MASONIC STREET NORTHAMPTON, MA 01060-0000 Receipt Type,. OR Payment Total Pages: 0004 Fees Taxes Fee: ; 10.00 Cash: S 0.00 : 0.00 Tax: ; 0.00 Check: ; 10.00 f 0.00 Nisc: 3 0.00 Charge: ; 0.00 charge Code: Comment: PLUM AUTO SUPPLY -DECISION CARTON ORIVE Rectipted By: BETH Status: PAID DOCUMENTS; 980019066 to 980019066 ---------------------------------------------- - ------------=--------------- --------------------------- ----------------------- 'ype Page Doc Mref Consider; Record Fee Excis6 Tax Stat M 'sc Fee Recor - ate Document# Book/No/Page Status ----- - -------- --- ----------- ------ -------------- ------ 11S3 004 0001 0000 0.00 10.00 0.00 0. 5-JUL-1998 15:05 980019056 OR IS430/0074 INIT Page 0001 of cool �g — Up — 28 — Al 12"P V — T cB 17 �-- 147.22 PIPE y ONDUIT� 148.36 M . a j EXiSTINC � 1 STORY. 1A METAL. 1 WAREHOUSE — j -- �. ';t=om• t I Ci;�! c�i' Pz�`-�.ir{,J=%i (X;rr-�L?=+'�f ;,, �Y K,e'j LM- O rozI C J` J 9 71 w�� .� ING =G v�ITHIN GSM, L-S-1 -r, a o d GRAD-EL GATE i=•� PROPOSED STRUC7uRe I / �B.04 1`1 I r0Q, i HA 11 t� j, M,q�c�CHt�L�T�'I /4-ME: Hl1NT�G j Ft�TIC£ - ASS-x•. IN'C. oR J uG I��P�P�� FR^zlr-rte - \ \ '2I 1 r FU N DAT=D 6 hu.Y f=l=fC-, \ `�>�T>=fz., f=:✓tom=, �>'�.Zt� . INC . 4� hi',OJ a-CT NO. 29 Z 1777,77 = I" = I-Fo P' AJmer Huntley Jr. & P ---acs. Inc. JOB Surveyors - Engineers - Landa Architects SHEET NO. OF = 30 Industrial Drive r� NORTHAMPTON, MA 01061 CALCULATED BY DATE (413) 584-7444 CHECKED BY DATE SCALE _ .._..... . .........._ _ . _ __ ... . ......... J _Na ..; ...... ... . ...... .........._....... ._...._. ..........._ _ . . ......_...... .... ._........ ... ....... ....................... ... ........... _... ............. � rc� 1'':;� �� 1r� �Y� % c —C r (� _ ............... ........... Cr.ra- vle..l I=I) .......... .............. ... ................ 35" � ........ ......... No _ - - i I 5 �- ............. .............. „ . Almer Huntley Jr. & ' --ics. Inc. JOB §urve ors - Engineers - Landa. Architects y $ SHEET NO. y OF � 30 Industrial Drive NORTHAMPTON, MA 01061 CALCULATED BY �c G DATE �7II</SG (413) 584-7444 CHECKED BY GATE SCALE T �.�:�. _ _._._ _. . ........... �_. '7 ............. .... ....... . ........... ........................ ... T p Sar _ .................... .. _ _is•-.yo” L_(3 ...... ... .................. (C) S,I{ .Loam :.J% P_^LCcS. rf ` r`:c. -LVI_ h' �rn�._ .I/0 11. __. r . ......._ _ �i. �:.E.� �^;t?(._•` �' !".�i? 1`�` �c� � V.�/�� CC�r'Y)1 �•"�/`Q._.!'iC.r�FT"��`, �- .. ......... D.-.la". ((�� l c'(� wr' � / Low,� _ _ ._ c / %`.:�r'C...,..r�.1..C... .. . .. ... ........ .. !t.^ ..._ ...................... . �/'4- '•'� ��..; . �- •,•. ,�,�, -,- � '� ;.ter 1C __.._ ... . ... ......... ... 7p.-7 ...................................... •1 , n Almer Huntley Jr. & ' «+cs. Inc. JOe Surveyors - Engineers - Land: Architects SHEET NO. OF 30 Industrial Drive NORTHAMPTON, MA 01061 CALCULATED BY DATE (413) 584-7444 CHECKED BY DATE SCALE .... .....__ _ GJle lap I .� Pram A� � �GC.t � ��Q" _. ......... ` — 7a0 L�'<.:/,rrl "IA o 4�9C ' �d- ..0.:.�1Y� s 7-,C — ac, :r1 QGi.�f.. -rn Tqz III IN , ��i t"�' � �.L�Fr'.f'•i;�^ ��,r'}'� ��"' f f �^C,rr tom_' �'^ � I PROJECT RECORD OF BOREHOLE_ 5-(,, • LOCATION SEE FIG.2 DATUM DATE SAMPLER NAMMER WT. ICO LA DROP 30 IN. BORING METN006e6t:�N`V SOIL PROFILE SAMPLES � J= o <_ PIEZOMETER o a W O N on STAN OPI PE EIEVN OESCRIPTtON i m Q. 3c J u OEPTN = �' ✓t So INSTALLATION W O< N m <J r��iPNAL.T Gi�l'l1�ID GjlIR1=AG� 2 Gv�n?K� �?D-I�FioWnl 1 Q �jAJfU -5•�ll'� 6RAV_!_ C FILL ) L'0 "Y--"7_— 10 CA�d PAC i h ?AT I F I ct7 G2AY—o¢OWN AtJG C�r'zAY Fin;2 :AvrY =ii.�TA- *Gi ' lei: 5A.,1D + Z U a.1_L_uvl L;ri - I 5.O Do. \/ARV&D <i. Y CLAY i <L-,-\CUsTRIrtL 4 � 17-0 \4 O 1s C: "1OL i 1 I REMAR XS ;lA�Git 1.�Ytit, Gr �CZV�iD !�� (7 FT, 7�1>:'7;. VERTICAL SCALE Y'fEZ_ fY1cPI1AIL ASSOCIATES, INC.I(\C. DRAWN_.___ I IN.TO a FT. ►esal s.... consulting Ccotcchnical Enginccrs CNECKED}�f�s--- O 1 2 3 4 - PROJECT RECORD OF BOREHOLE LOCATION SEE RIG.2 04TUM DATE (o/q(o SAMPLER HAMMER WT. 140 LB. DROP 30 IN. BORING METHOD[��p WA,'�' P17�1�(a SOIL PROFILE SAMPLES = u ' c i= PIEIOMETER � W W ON OR ELEVN DESCRIPTION ° m Wa N } STANDPIPE DEPT. a x y C W N 3(a INSTALLATION N = m L J AYrtp.LT 'i .I Ij .l ��PUUnII'��y�t2;GG_ svN; s.��ErJ LL� �� GGMF'r'Gs hTf'Cr l�� lrl_l7 �^zrY P%klv�l =lri� m t� J. LL wtuM i J G:.J (r/.III✓:✓1 Q_ �—'J r'.�—•:i l__ REMARKS Y+J V i' Uf.'vu L GP.="C-..KvsD ;'T D rr. i'Gf'T'r, GORiI (l t;T�ll LIIJI�• VERTICAL SCALE McPHAIL ASSOCIATES, INC. ORAWN_.h�YYC___ I IN.TO i FT. :G! ta•J CHECKEO_hti�y—_ 0 I 2 3 a Consulting Ccoteehnical Engi Cm c PAOJ ECT NO._L�l i RECORD OF BOREHOLE 25 I LOCATION SEE FIG.2 DATUM GATE SAMPLER HAMMER WT. 140 l8. OROP 30 IN. BORING METH00 l i',��Ir;ASH L�: t ! SOIL PROFILE SAMPLES fli i c � � °_ <= PIE20MEttiA 1 ELEVN DESCRIPTION a m a '^ u STANOP(PE OEPTN `a = 3 so INSTALLATI � ON Z W O< N m <J r, 1 0.2 Lm�c;Z;1�0-n:aVT 01Al40 AWV Cx2AV_:%- �=IVV� �I TI 1G�6i; —o G�?�IP/ACT "7,Tfz,:,—, IF!c47 J 2. I I `��ITH OCCASIOTJAL- %AC�T"!N�-S i G� cltyC S,c.tJt7 I-ACUSTRt�=� i I I i F EMAR AS VJt.'CirR LGV1;� GI'JwKVGD AT > 7T. v%.l'Tll Cl)tiitd L'iaL .lFla. I V VITICAL SCALE DRAWN.. M�N�•__ c � kiswting ASSOCIATES, INC. CHECKED_,_L_ Irv.10 a FT. `" ConculUng Ccotetllnieal Eneincerc n�•C 0 1 2 3 4 PROJECT RECORD OF BOREHOLE_ G- LOCATION SEE FIG-2 OATUM OATE SAMPLER HAMMER WT. ILO LB. CROP 70 w. BORING METHOOCA5:o%9ASN �!�10 SOIL PROFILE' SAMPLES u r o J= a_ PIEZOM£T£R C W W t r �N OR ECEVN DESCRIPTION o. ca y N "� ..� STANOPIPE A' T. 3 ",N a = o W pQ< INSTALLATION I �r-�uNr� sup=,mac- '�•� AS I-HAL_T 0.Z &.;'A?AGT 17 b.l.lfi FjtL4,/S I_ ( ice••S.i:,N;G°� , S/1_l(J 1.L_LLjv I u t"4 ( ..L U\/I u t i CL'-'cus iz I�!C-� c _ _ R REMARKS V/A-T R VV'L, AT G' 1"• 1•iv� 1 vU?,IHE( Uili�LIhICJ. VERTICAL aC4LE DRAWN McPHAIL ASSOCIATES, INC. I IN.TO s vr. C CR Consvltin-, Geoteehnleal Engineers cHECKE O__6Ir�� O I z s ow i • ; ` PROJECT NO.,Z�d7Z RECORD OF BOREHOLE- LOCATION SEE FIG.2 DATUM DATE SAMPLER HAMMER 'NT. ICO LB. CROP 30 IN. 8 0 A I N G M E T H 0 0 SOIL PROFILE SAMPLES ^ o e= PIEZOMETER W Z N OA LE VN DESCRIPTION o•. j N �� STANOPIPE O EPTN ¢ x #> C So INSTALLATION r J Cl I cv,�t r I u:-n r i I o (c:: II PAN' All 0 i{c0-r-r-c,vrJ I ;" CL A-1, \11th" cc=t-S 101 14- P�.�-IrrGS or- FIN= ��ANfl t� = ( !rcuS 2 lt"I ar 12' p.J. i 17 I 9 I +I I I I I I �EM.AaK5 ,4Y tiGi'7F. G'i i 1• i�;af:✓ IiK.11llli(y. I VERTICAL SCALE �.�{+^•� (AOPHAIL AS:SCC t ORAWN I 1.4,TO 4 FT. consufting Gcoechr.tcal E nginee rs CHECKE 0'-* 0 I 2 1 a mm 3—_ E ' PROJECT N0._ . I oI=2 RECORD OF BOREHOLE_ �-" ShE�T LOCATION SEE FIG.2 OATUM ! DATE SAMPLER HAMMER WT. 140 L8. DROP TO IN. BORING METHOO,l-,;S*) V/ASi+i�•hItiCT SOIL PROFILE SAMPLES z � C ^ o <= PIE20METER WtL W ON GR ELEvN OESCRIPTION a o i m i V .W. STANDPIPE DEPTH i Z 3 v+ cc = O u 00 f INSTALLATION i v.I Cvl�;✓ACT ?,7-�^�•v�l 61{�V'c-t.t_Y � s�n,wo .T4L�,cf�,% 5�:;•IIi I t ' I I i iN i 7.i + i I I ! � I I i I (' T LJ r7) l REMARKS VERTICAL SCALE ASSOCIATES. 1 IN.TO 4 FT. !ncPHAIL eutedmical E INC.ac CHECKEO_AC�C•�'__ 0 1 2 4 Constlttictg GcoteQ:nkal rtbfneers ' PQOJECT (1 ' RECORD OF BOREHOLE LOCATION SEE FIG.2 DATUM DATE (.�'IU•°:a SAMPLEQ HAMMER WT. 16018. DROP.30 IN. OORIr4G METHOD j::A7S'o ;,V,►I, SOIL PROFILE SAMPLLS PiE2OMETER OR DEPTH OESCRIPTION STANDPIPE O W am INSTALLATION N m <W �x-7 /�.r•�Y G7 I L l r V ti ( 1� ( �- 7.� S,—itz&-7 L 4. ki ��0::•:'TIC;it\��.r�iv n.J r/ =i.�„(.N%. ' 1 � �� -� — - N �Cl I . i I 11 I I ' I i r 4EMARRS �' 6Y a",Lv�l{ � �n'7 i. ,� ..•il-�1 1, ..iii•• i• T � ;rte. 1t..:�IG: ,., \' l\'`7;.-,..L�1�•.ii sFRncaL scaLit r.� h1cPHAIL ASSOC!ATcS, 1 iN.TO 4 FT. Consulting Ccotechnica! Enj:inccis CHECKED- 3 4 ,S ASSOCIATES,INC. Geotechnical Engineers APPENDIX A BORING LOGS PREPARED BY McPHAIL ASSOCIATES, INC. rt _ Ain IL ti co All ti Af SE Lti 14. ca C k;2 WiFy SENT 8.Y:5HERiN & LODGEN 12- 3-90 10:30 61751"166- 1 413 td5 V254 9 Strong development of oxidized rhizospheres at all sites but the present corn field shows significant seasonal soil saturation and reduction. It cannot be concluded with certainty that present water tables are higher than those in the past. However, considering the very wet soil conditions at present, relatively little organic matter is accumulating at the sail surface (generally only about V at Sites 4, 5, and 10) , perhaps indicating that the wet conditions ',are from a more recent date. Based on the previous discussion it can be concluded that most soils, with the exception of those on the ridge, were always wet. There � . remains the fact that a portion of the current cattail area has been farmed at some time in the past. Review of long-term climatological data from Amherst (Bradley et al. , 1987) indicates pronounced dry periods during the mid-1940's and the late-195O's to the mid-196O's (see Fig. 3) . Slowly increasing temperatures since the 186O's result in higher evapotranspiration rates. During drier periods this will lead to lower water table levels; perhaps allowing farming of wet, normally marginal lands. The 1970's had much higher annual precipitation levels resulting in elevated, or possibly more normal, groundwater table levels. r: LITERATURE CITED Bradley, R.S. , Eischeid, J.K. , and P.T. Ives. 1987. The climate of Amherst, Massachusetts. Contribution Ho. 50, Dept. Geology and Geography, Univ. Massachusetts, Amherst, MA. y• Federal Interagency Committee for Wetland Delineation. 1989. Federal manual ' for identifying and delineating ,jurisdictional wetlan4s. U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service, and U.S.D.A. Soil Conservation Service. Washington, DC. 4' Cooperative technical publication. 76 pp. plus appendices. Munsell Color, 1990. Munsell soil color charts. Munsell Color Corp. , Baltimore, MD. Soil Survey Staff. 1951. Soil survey manual. U.S. Dept. Agric, Handb. No. 18, U.S. Government Printing Office, Washington, DC. Swenson, E.I, 1981. Soil survey of Hampshire County, Massachusetts; Central part. U.S.D.A. Soil Conservation Service, Amherst, MA. r: 10 SEINI Uf •vII� 1I I M 6V6r' LIY ••')16 J dU 1 IU-LU 1 UIfJMLJIUU ' YIJ J00 3140, T l2"-19" gray (5Y5/l) very fine sandy loam; many, fine to medium, distinct Cgl (JOYR5/8) mottles along root channels; many fine and medium roots. L*: 19+" gray (2,576/1) very fine sandy Loam; firm in place; many, large • Cg2 distinct (10YR6/3) mottles- 4 Npdric: Yes Note: Water in hole at 12" , seeping in at higher elevation- Based on the distinct low chroma colors, this site was always hydric. DISCUSSION The site investigation indicates presence of Belgrade soils on the ridge used as corn field, and Maybid soils in the area with cattail and reed canary grass. Soil mapping units generally follow the patterns depicted on the soil map (Fig. 2) although details are incorrect due to scale limitations. The general area was mapped as Belgrade silt loam (mapping symbol: BaB; classification: coarse-silty, mixed, mesic Aquic Dystric Eutrochrepts) , Maybid silt loam (mapping symbol: Ma; classification: fine, illitic, nonacid, mesic Typic Humaquepts) , and Raynham silt loam (mapping symbol: Ra; classification: coarse-silty, mixed, nonacid, mesic Aeric Haplaquepts) %as depicted in Fig. 2. Morphology of these soils reflects the long-term hydrology. Belgrade soils rarely are hydric, Raynham soils may be hydric, and Maybid soils always are hydric. The field investigation confirms that the present hydric soil boundary roughly coincides with the outline of the corn field and that the disked area outside the actual corn field meets federal wetland criteria. Observations at Sites 4, 5, 8, and 10 indicates presence of strong low chroma colors. The dominance of these low chroma colors shows that these areas were always Wet, because the lack of organic matter severely restricts reduction of iron. Only the presence of very long-term (i.e. centuries) reducing conditions will produce these low chroma colors in the subsoil. At least 60 ft of the present cattail area was farmed once-upon-a-time indicated by the presence of distinct Ap horizons. The low chroma mottles in the Ap indicate incomplete mixing of the organically enriched A horizon with the underlying Cg horizon, possibly reflecting the fact that this area was not routinely plowed. The Ap horizons of soils adjacent to the cattail area tend to be thinner than those of other soils (see Site 2) indicating that topsoil was moved from these areas into the wetland area either by design (i.e. filling) a long time ago, or by gradual erosion. The fairly uniform texture distribution throughout the Ap horizon shows a lack of continuing erosional events. Judging from the depth of the Ap horizons, only a limited portion of this field (Site 1) was ever used for potato production, unless severe erosional events since that time caused significant erosion of the soils immediately upslope from the current cattail area. The uniform texture in the Ap horizons at Sites 4, 5, and 10 reflects that the wetland area probably never was ouccesfully used for potato production. The morphology at Site 9, just 20 ft north of the retaining wall adjacent to the Bradlees driveway, indicates non-hydric soil conditions on a ridge almost touching the Bradlees property. Soils immediately to the west, south, and east of this tongue have strong low chroma colors and always were wetland. • 8 rOrM bT;; ERIN & LUU'u:N 1'1 3-90 ; 10:28 ; 61751"`1d6- 1 413 586 3726« 6 c +' 12 11-25" light olive brown (2,5Y5/4) very fine sandy loam; few, fine, faint 11. Bw (10YR5/8) mottles; few, fine roots; below 16" common, fine, faint ttles. (2.5Y5/3) mottles and few, large, distinct (10YR5/8) mo 25+" olive gray (5Y5/2) very fine sandy loam; many, fine and medium, f.` Cg distinct (10YR5/8) mottles. Hydric: No Site 8 . Located 10 steps (33 ft) west of Site #5. Site is in the middle of cattail area and has an Ap horizon about 15" below the soil surface, which at the time of this investigation (11/22/90) has about 3" of tree standing water. in soils further west, the Ap horizon is absent and a more gradual transition of A to C horizons is present. Soil has a 1" accumulation of organic matter at the surface. Site 9. Located 6 steps (20 ft) north of retaining wall at Bradlees. 0"-12" very dark grayish brown (2.5Y3/2) very fine sandy loam; many Apl (7.5YR5/8) oxidized rhizospheres below 11" ; no low chrome mottles present; abrupt, wavy boundary. 12"-15" black (5Y5/1) silt loam; many, fine and medium, distinct (7.5YR5/8) A oxidized rhizospheres. 15"-18" very dark grayish brown (2.5Y3/2) very fine sandy loam; many Apb (7,5YR5/8) oxidized rhizospheres; abrupt, wavy boundary. 18"-24" olive brown (2.5Y4/4) very fine sandy loam; many, fine, distinct Bw (10yR5/8) mottles around root channels; no low chrome colors present. 24"-27" light olive brown (2,SY5/3) very fine sandy loam; many, fine, distinct BC (10YR5/8) mottles around root channels; no low chrome colors present. 27+" grayish brown (2.5Y5/2) very fine sandy loam; many, fine, distinct Cg (10YR5/8) mottles around root channels. Aydric: No Note: This site is on a tongue of non-hydric soil almost touching the retaining wall north of the Bradlees driveway. Site is very close to hydric soil boundary. Depth to low chroma colors indicates long term saturation starting at a depth of 27"; presence of oxidized rhizospheres above this depth may indicate wetter than original conditions. Site 10. Located 11 steps (36 ft) north of retaining wall adjacent to the Bradlees driveway. 0"-12" black (5Y2.5/1) very fine sandy loam; few, fine, faint (5Y5/2) Ap mottles; many, fine and medium, distinct (7.5YR5/8) oxidized rhizospheres; abrupt, smooth boundary. 7 SENT BX:SHERIN & LOGuEN 12- 3-90 10:27 61754Ig186i 1 413 586 3726;04 5 Cg high chroma mottles present. r Xydric: Yes y: Notes: Site is about 8 steps (26 ft) from presently cultivated area. This site always was hydric. About 3 steps (10 ft) east from this site is a break in the vegetation from cattails and reed canary grass to goldenrod species. `The area : ., with the goldenrods has an 11" thick Ap horizon with dominant low chroma colors immediately below Ap. Site 5. Located 9 steps (30 ft) West of presently cultivated area. 1"- 0" Undecomposed grasses. R O"-12" black (5Y2.5/1) very fine sandy loam; few, fine, faint (5Y5/2) . Ap mottles; many, fine and medium, distinct (7.5YR5/8) oxidized rhizospheres; abrupt, smooth boundary. 12"-19" gray (5Y5/1) very fine sandy loans; many, fine to mediae, distinct z Cgl (IOYR5/8) mottles along root channels; many fine and medium roots, 19+" gray (2.5Y6/1) very fine sandy loam; firm in place; many, large Cg2 distinct (10YR6/3) mottles. Xydric: Yes : . Note: Water in hole at 13", seeping in at about 8" . Based on the distinct low ' chroma colors, this site was always hydric. Site 6. Located just inside presently cultivated field. 0"-11" very dark grayish brown (2.5Y3/2) very fine sandy loam; many, fine ,. Ap faint (IOYR5/8) oxidized rhizospheres; below 8" many, medium, distinct (7.5YR6/8) oxidized rhizospheres; common, medium, distinct (5Y5/2) mottles; abrupt smooth boundary. u. ll"-20+" grayish brown (2,5Y5/2) very fine sandy loam; few, fine, distinct Cg (10YR5/6) mottles; soil is void of mottles below 20". Xydric: Yes Noce: .lust below the Ap horizon there is evidence of a Bw horizon with SY4/3 matrix and low chroma mottles. This horizon has been incorporated in the Ap due to plowing and probably to partial removal of Ap material. Site 7. Located at ridge. 0"-12" very dark grayish brown (2.5Y3/2) very fine sandy loam; few (7.5YR5/8) Ap oxidized rhizospheres below 11" ; no low chroma mottles present; abrupt, smooth boundary. 6 atlY I 6X:SfiFRIN & LOOGEiN z- 3-90 $t 34" . gydric: Fo 'site 2. ""Located 10 steps (33 ft) from first alder towards Northampton Toyota. 0"- 8,, very dark grayish brown (2.5Y3/2) very fine sandy loam; common, Ap medium, distinct (10YR5/6) oxidized rhizospheres; abrupt, smooth boundary. g.�.� olive gray (5Y5/2) very fine sandy loam; common, medium, faint Cg (2.5Y5/6) mottles; few fine roots. i gydric: Yes Notes: This site is 5 steps (16.5 ft) from the vegetated border inside an area I. ~; which has been disked recently. Area is wetland (wetland vegetation remains, hydric soil, wetland hydrology) . The disked, but non-corn field area is 8 steps (26 ft) wide. The distinctness of the morphology indicates that soil III saturation was common in the past. Site 3. Located 16 steps (53 ft) east of first alder towards large oaks u , i on edge of farm field and Northampton Toyota property. YNi 0"-11" very dark grayish brown (2.SY3/2) very fine sandy loam; many, reddish Ap colored undecomposed organic matter; no oxidized rhizospheres present; abrupt, smooth boundary. 11"-15" olive (5Y4/3) very fine sandy loam; common, fine, distinct (10YFt6/6) Bw mottles; few, 1-cm wide krotovinas (filled worm channels). 15"-23+" olive gray (5Y5/2) very fine sandy loam; common, fine, distinct BC (10YR6/6) mottles along pores; very few, 4-mat wide krotovinas. Rydrfc: No Note: This sits is 2 steps (6.6 ft) inside the area where corn was grown this past year; just above hydric soils line which appears to coincide with the border of the corn field. +,} Site 4. Located S steps (16.5 ft) south of first alder towards Northeast corner of the Bradloes store. 2"- 0" Undecomposed grasses and remains of other vegetation. 01 0"-13" black (5Y2.5/1) very fine sandy loam; few, fine, faint (5Y5/2) Ap mottles; many, fine and medium, distinct (7.5YR.`. /8) oxidized rhizospheres; abrupt, smooth boundary, 13"-24+" gray (5Y5/1) very fine sandy loam; common, fine and medium roots; no 5 INTRODUCTION �( To assess possible soil morphological evidence that the present water table at ' the Graves property in Northampton, Massachusetts is elevated in comparison to pre-1960 conditions, a soils investigation was conducted in November 1990. The Graves property comprises an area bordered by Barrett Street in the north, an ,? abandoned railroad bed to the west, Stop—aind Shop/Bradlees property on the south and various commercial lots along King Street on the east. The higher lz part of the property to the north, appears to have been farmed continuously and was in corn production this past growing season. The southwestern pares of the parcel has obvious wetland vegetation dominated by cattail and reed canary grass. During an initial site inspection on November 21, in company of Messrs. John M. Reed, Esq. and Edward D. Etheredge, Esq. , I was informed that at least ' part of this wetland had been in farming in the past. The soils at the site were evaluated during an extensive field visit on November 22, 1990. This report presents the soil profile descriptions, interpretations, and findings of this investigation. To aid in the •r:: interpretation of the results, an appendix describing the general relationship v . '._: between soil morphology and mean ground water elevation levels, is attached to this report. i' METHODS •} . ;« Representative soils at the Graves property were examined on November 22, 1990. :5 Observation sites were selected based on landscape position and on the possible presence of indicators of past agricultural activity. At each selected site a ; . hole, approximately 1 ft wide was excavated with a nursery spade. Depth of each pit varied depending on observed morphological phenomena and environmental "'A . conditions such as high water table. All sites were evaluated to a depth of at ; - least 201, The exposed soil profiles were described using standard cooperative Al soil survey procedures (Soil Survey Staff, 1951) . Soil colors were determined using the Munsell color system (Munsell Color, 1990) and soil textures were estimated by hand texturing. Hydric character of the soils was assessed using .:, criteria listed in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (Federal Interagency Committe for Wetland Delineation, 1989) . Approximate location of the sites is indicated in Fig. 1. Soil profile z� descriptions are presented in the following section. ASBREVZATED SOIL PROFILE DESCRIPTIONS • Site 1. Located on ridge crest. 0"-17" dark olive brown (2.5Y3/3) silt loam; no oxidized rhizospheres Ap present; in lower part of horizon undecomposed organic matter present due to plowing action; at 12" patches of lime; abrupt, smooth boundary. 17"-30" olive (5Y4/4) very fine sandy loam; few, fine, faint (2.5Y5/6) Bw mottles; no low chroma mottles present. 30+" olive brown (2.5Y4/3) very fine sandy loam; common, medium, distinct BC (2.5Y5/6) mottles; common, fine, distinct (2.SY4/1) mottles starting 3 1 31i Yi 0 1 Mlle Q 5 000 Feet 5 000 4 000 3 000 2000 1 000 Scale 1:15 840 z d op n loins sheet 13 to 3 485000 FEET ap O T CD • ', y q- '� 1_ ' ,i , r a i• li „( `y... y' I` fit '.t 1 tt�`.y. �� •.� I��_ iif'�{t, a ry' ��' 3: }• 6 ;� � i '� r. .' 1'a.�►` w�^! rRgr �i 1 � .�1• f4�t �.•• •' { �1 i •��i F t R+'3 r+ 'r't` �,r t •.,}�' �t,A r (na N. ,l�°r1.'+ a•, r� }.,r � C y -ti. ` � :�+ �_" 'w ar•' y�T'«1. \. .tf,� tb�.' � rK• ' ,y,� 41 Q•�'1t�t.. � . 4f � r ,�J � � n ' .i�*` `'� •M Jr lF!,Xi .-• �7's�� .t�rt�T7��•W'•�.ofP��wl' m `',a J `4t may',, m .,, �• • t ' � � •r. l w 'a � ,,r: rf+, , ,� t � .�� r�'� ��,,��`�� `•� y /S>> `r�t�%�" � �• y�•• �� :'� - t. ]�� '.d 'OY' � �r� �'� S t .r + E� .•r t +Y� ,. . - eY, n'. �I l+� L.tlf'��"?• m '�t 1 �y�ti� +`�`'i� �J � =i �7�; � •r��lfa�T� 4.�� N5K-?•I`�r ` •p Yj� , �'' , h, m t t b 'kvi• t �0 '�,, m� �s i ..t, + ]• JY' �°.p A r - a cS. } -t„ .ttr- m .� 1 T.' �t , `k•SY :`r . �It D •�' k..— �( c= f � � ._��. Ql�: j?1.: j-S's,y, 'j l•., �.•tY"Ra T 9} • � � {..1-N} �, }. 1'r r• �.'yTt D° t t t,s•ti. �'w � j�r /"' '/ t `� �4 f ,' � • '�' '�Y:t � ;i �g� '} ` in- ti '�'.' 1'. 'I�• "(� w. .t r•./ y` � � + ft t r••� �' h' :t '4 �°. m ..ci` yJ j1�i 't '.T+, i D , • 0 1.� , �• ,�./ •1 - y11�y t? i Y:i-h « ' •►• i D •r ,fit! .i �S •> x' t t. i r a.;�. ? �,� ��•�! � y lb� ter► tir r� ,� f r•` � •t � ,��r��f�k ^ 1,�3� �n !%�. ! r g ''^ Z `'�'�•>ry�•��- �'•r%►'i •'”}"• � , t >. � 4' � ^'� t,y 3�•r �`'y.,r{r t • �aJ..� :.m ; r' �. 21 iii , � y} .j � �� t• 1 } m � t, ' t•. r �,� � ^y At m, " :�1t7 , t N .y`,7�+.t. r f r, , m g + .: ' i a A� w •:s� � .r. � r�4, r 1� �,�1��E•g� i a �j J �t •. + o J. � `,j * .� _. ,.., t � t s+ }!. a•. ��`, i , d �.r: 1 t.•S,F� 1. T'�a .t�` �• o ; .;� { ,�� t •� t• _ � r 1— ,DID /x�� l `� �'r) � Sn t 1 � r �(f��tr 1^•1 11 ''t% D C— ;C o` r i i6;'�''3��ri� ,�1• t <,aqi� � 0 1 ,� rnw -} L � ,t, ., '.. } b�: r. 1 `r•c. y} oo • n!' t . 1 } �7 y, y �1� m m s: �• a 1„ ,T... m �, S Z �,_-` ..� � � ,,�,'� tit.b C I ,� + �C � •.�'' f •y', . `�`t X41 ` \� +;iry ,t s;� '.Z� � � '1� � 1�( R. �` `r D �......' ,•! `.. t p Y ;r ',T: � - • • , t 'L tr I Fit, ' � � � • S ''ls 1k r a`+ . ' '1 1 t\,�» ��.•.,` '• 1 r.•,: •/.` A y}�. r .',*,: �. D Up , , f.. ..r t •�v w t.' a i i/• r %¢ .�� tlt�il� _ t ,, t1R • s:~c, iC y ps y�' �i I t. s`C, s�• m w f�tn [..fri\± ♦.h t1�3 j r1 y yyp0. �• r '` a.a. d r •. •1 'ri+ 111 r' 1 ,�t :}j= 1 �r� ^• c T1 dt}� \ !D� / / y t Irl - i' , '1 r• ,.;,r ...'' fill,� 7c gr Im • r .: ,'. i t'1�. � / �� ra•' `� •jf.•i / � a r 1 t L r t ,r •�: l✓� _-_.............., ........,.. �.,...,..y.,, .+.,,. .^w,n waa..:,..�..e.]MbYWMdM+r:+riq•....spkym..., •-,,.. „.c..,.. ........_.�,._..........-. .-.. .. ._ _ _ -.. --- _-_ .. t t i i •1 � 1 a� \� �. `"k .J.SL all, AW ��• ' - • - Jacks i • LOCATION �`• ` ,. ti ,.. r r �`''� ,.,w !.^�'.a�+� is . �♦ • � �� ">; iL Center .. ,: *• 1 ar �} i '^�+ � � i� • is � �• •. � 4 t t 3 Plumb Auto Supply, Inc. Site Location Map ASSOCIATED BUILDERS,INC. A.1 MMSSTMLORNE,WUTMNADLV01= Northampton, Massachusetts } t E APPENDIX A SOIL BORING LOGS ' a n i Plumb Auto Supply Soil Report V. CONCLUSIONS Foundation Recommendations We will be basing the foundation design on a bearing capacity of 6,000 psf. The footing subgrade should be compacted with at least four coverages of a vibratory compactor weighing at least 200 pounds and imparting an impact load of at least 2.5 tons. Backfilling of footings shall be with previously excavated fill in 8" thick lifts and compacted to a relative density of 95% of maximum dry density (ASTM D1557). Slab-on-Grade and Pavement Recommendations We recommend that the interior slab-on-grade and exterior pavements bear on a minimum of 8 inches of structural gravel placed on top of structural fill or natural subgrade. Prior to slab construction, the fill subgrade and structural fill layer should be proof compacted with at least six coverages per layer using a vibratory roller imparting an impact load of at least 10 tons. Limitations Our recommendations are based in part on information available to us at the time of this report and may require modification if there are changes in the nature, design, or location of the proposed construction. If variations from the anticipated conditions are encountered, it may be necessary to revise the recommendations of this report. w e\word\engineering\875 8\8758soi1.doc Y i e Associated Builders, Inc. 3 5/21/98 DBS Plumb Auto Supply Soil Report M. ANALYSIS OF SOIL INVESTIGATIONS Test hole depths from the 1990 investigation ranged from 19 inches to 27 inches with no refusal. The soils in the test holes were fine to very fine sandy loams. The Macphail investigation involved deep hole test borings and blow counts in the area where the new fire station is to be located. The soils were generally silty fine sands, and fine sands from 4 feet to 22 feet (bottom of borings). Water observed in the test holes ranged from 6 to 9 feet depth. Blow counts in the 4 foot to 8 foot depth ranged from 10 to 21 blows per foot. IV. ALLOWABLE SOIL BEARING PRESSURE The existing material that the much of the building footings will bear on is classified by the 6`h Edition of the Massachusetts Building Code (Section 18) as Material Class 9, fine sand, silty 4 sand and nonplastic inorganic silts. The consistency of the soil in place is assumed to be E medium dense (blow counts from 11 to 30 per foot). From Table 1804.3 of the Code, for a t medium dense class 9 soil, the allowable bearing pressure for the soil is 2 tons/ft2. This bearing pressure will be used in the design of the foundation. r In accordance with the Massachusetts Building Code we evaluated the potential for soils of this type (material class 9 — saturated clean, medium to fine sands) for earthquake liquefaction. Blow counts recorded at each of the boring holes indicate the soil is sufficiently dense that the potential for liquefaction is low. This criterion will be considered when designing the building and footings. V. STRUCTURAL FILL Any areas of unsuitable soil shall be removed and backfilled with soil meeting the requirements of Structural Fill as shown in Table 2, prior to compaction. Material to be used as structural fill and gravel base must be approved by the Engineer prior to placement. Table 2. Gradation Specifications - Percentage Passing by Weight Sieve Size Base Structural Course Fill 6" 100 3" 100 21) 3/a" 30-80 /2» No. 4 20-70 40-75 No. 40 No. 50 8-28 No. 200 0-10 0-10 Associated Builders, Inc. 2 5/21/98 DBS 5 T ' Plumb Auto Supply Soil Report I. SITE INFORMATION The site under investigation is located at Carlon Drive near the intersection with Barrett Street, in Northampton, Massachusetts (see Figure 1). The site consists of(2) parcels of a new subdivision located off of King Street. The site has been used for farming in the past and is currently undeveloped. Vegetation generally consists of a mix of grasses. Slopes on the site generally vary between 0 and 3%. Soils on the site (Figure 2) are characterized as Belgrade silty loam (BaB), by the USDA Soil Survey of Hampshire County (1981). The Soil Survey provides the following description of this soil series: Belgrade silty loam t These soils are deep and moderately well drained. i Typically, the surface layer of these soils is very dark grayish brown silt loam about 10 inches thick. The subsoil is very fine sandy loam 20 inches thick. It is olive brown in the upper 5 inches,olive colored and mottled in the next 7 inches and olive gray and mottled in the lower 8 inches. The substratum extends to a depth of 60 inches or more. It is olive gray and mottled in the lower 8 inches. The substratum extends to a depth of 60 inches or more. It is olive gray, mottled very fine sandy loam to a depth of 51 inches and loose,yellowish brown loamy fine sand and fine sand at a depth of more than 51 inches . Permeability is moderate in the subsoil and moderately rapid to rapid in the substratum. The soil is hydrologic class B. It may have a high water table within the lower part of the subsoil in the winter and spring. Susceptibility to frost action is high. Permeability ranges from 0.6 to 2 inches per hour in the upper 51 inches and 0.06 to 6 inches per hour below 51 inches. The Unified classification of the upper 51 inches is ML,below 51 inches is ML SM, CL-ML. H. DESCRIPTION OF PROPOSED PROJECT AND PREVIOUS TESTING PERFORMED The proposed project includes a 16,825 square foot, 1 story retail/wholesale building. Work includes building foundations, slab on grade, building construction, paving, storm drainage, F landscaping and utilities. Soil near the site have been evaluated in November 1990; soil borings in June 1990 by McPhail and Associates, Inc.; and test pits by Almer Huntley and Associates in 1996.). The results of these explorations are contained in the reports submitted with the Definitive Subdivision Applications and the Notices of Intent for the Carlon Drive Property in 1996. The results from these reports, and field observations conducted by Associated Builders, Inc. in May of 1997, were used in generating this report. The soil boring logs from previous explorations are included as Appendix A. Associated Builders, Inc. l 5/21/98 DBS T ! J 9 ;998 m DEPT Soils Investigation Report Plumb Auto Supply New 16,825 sf Facility Carlon Drive Northampton,MA Project No. 8758 k Prepared By Darrin B. Stairs, Project Engineer Eric M. Bernardin,PE c May 21, 1998 ASSOCIATED BUILDERS, INC. z 4INDUSTRIAL DRIVE,SOUTH HADLEY,MA 01075 10. Sequence of Operation of Fire Protection Systems The fire sprinkler system operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: 1. The activation of a single sprinkler will discharge water and close the contacts of a vane type flow switch, 2. Closed contact will activate local alarm indication including strobes,horns and bells. 3. Closed contact will send signal through local alarm panel to central station,central station will then notify fire department. 11. Testing Criteria for final system acceptance C The following tests must be conducted for final system acceptance: i Ii Ei Underground piping 1. Thoroughly flush at a rate of 880 GPM 2. Hydrostatically test at a pressure of 200 psi. Maximum leakage rate shall not exceed 1 quart per hour. Aboveground(system)piping and Alarms 1. Hydrostatically test at a pressure of 200 psi for two hours without a loss in pressure. 2. Conduct system operational test from inspectors test connection. Local alarm must sound within 5 minutes. Central station must receive alarm and trouble signals. 3. 2" drain test shall be conducted. Static and Residual pressures must be recorded on test certificate. 4. Conduct forward flow test of backflow preventer at a rate of 790 GPM. 12. Fire Extinguishers Fire extinguishers are required throughout the facility. 1. Within the office areas,a single 2A Extinguisher may cover the entire area,provided the . extinguisher is located with a maximum travel distance of 75 ft. 2. Within the warehousing and retail area,a 6 lb, 3A,4013, C multipurpose dry chemical extinguiser must be located to maintain a maximum travel distance of 30 ft. A minimum of 5 extinguishers are required located at columns E2,E4,E6,E8,and C9. 5.Automatic Sprinkler System Control Equipment There is(1) 6"riser with a control valve and flow switch located at in the mechanical room at Column line 7. System inspectors test connection is located off the end branch line. 6. Non-required systems The following systems are not required or provided in this building. 1.Standpipe System 2.Fire Protective Signaling System 3.Smoke Control System 4.Fire Extinguishing System(special i.e.Halon,CO2) 7. Fire Department Siamese Connection Location The fire department connection is located at the Southwest building comer in the proximity of the driveway entrance. This connection is located approximately 120 ft from an existing fire hydrant on Carlon Drive. Important note: Site landscaping must be coordinated with the fire department connection. (780 CUR 915.0) 8. Fire Protective Signaling System Design and Layout Audio and visual alarm notification appliances shall be provided and installed in accordance with NFPA 72. An electric bell and strobe will be provided outside the sprinkler riser room. The sprinkler system is provided with supervisory contacts that consist of: Tamper switches on(2)gate valves. All control valves must be supervised open. The sprinkler system is provided with alarm contacts that consist of. A vane type flow switch is provided for the sprinkler riser. 9. Fire Protection Systems Alarm Transmission Method and Location A central station that utilizes the telephone network for communication will monitor the supervisory circuit and the alarm zone. IL 1. Basis of Design The 16,825 sq ft building addition is classified as a non-separated use group of B, Business and K Automotive accessories. Both the types of construction and fire suppression requirements are based on the requirements for the Mercantile Use Group. Retail 100 and open storage is designed for Ordinary Hazard Group I. These areas may have a maximum stockpile height of 8 ft. The owner must maintain a maximum of 18" clearance from top of storage to the sprinklers. Final density: 0.15/1500 Offices,bathrooms, etc. are light hazard areas and designed for 0.1011500 sq ft. Warehouse area is designed for Extra Hazard Group I as defined in NFPA 13. The owner is intending to maintain maximum storage height of 12 ft. This classification is considered ordinary hazard II. However, the level of protection has been increased for the following reasons: a. Ceiling height of 25 ft b. Presence of aerosol cans c. Presence of Class III liquids(motor oil) d. Plastics The following must be observed with the warehouse: a. max height of plastics: 5 ft b. miscellaneous tire storage per T1-4.7.4.2 of NFPA 13 (none presently planned) c. max height of Class IV products: 20 ft. The density was arrived by: Figure 5-2.3—0.295/2666 sq ft Reduce area by 25%per 5-2.3.2.7 to final density of 0.295/2000 2. Building and Site Access The building is accessed from First Avenue, See site plans for more details. 3. Fire Hydrants and Water Supply The public water main is located in Carlon Drive. A water flow test indicates that the water supply is Static: 110 psi Residual: 84 psi at 1256 gpm Elevation:0'0 aff 4. Automatic Sprinkler System Description A single wet pipe sprinkler zone services the building. The system piping consists of a tree type system with a 6"riser and 4" cross main. The sprinklers are spaced at approximately 100 sq ft spacing within the warehouse area. Quick response sprinklers are used in the light hazard office areas. R W Fire Protection Construction Documents Narrative Report for 'y ti of e 0 v KosLOwSKI No.37310 Plumb Auto �,� '4•T�% ,mow '-� Carlon Drive Northampton,Massachusetts By Rybak Engineering, Inc. Fire Protection Consultants 132 Forest Avenue Warren,Massachusetts 01083 Tel:(413)436-5500 April 27, 1998 FLOW CURVE- P (PSI) vs Q^1.85 (GPM) 200 LEGEND A-Supply St3tic Pressure B-Supply RE sidual Pressure and Flow 180 C-Static System Pressure loss(.e.Elev and BFP) D-System Demand Without Ho a Streams E-Total Den iand(System plus ose) Balancecl_'-o City Supply Cur,- 160 140 120 P 'r 100 1. B 80 E 60 40 20 kc 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 110 psi Design for Associated Builders, Inc. Residual: 84 psi at Design Density 0.295gpm/sq ft Flow: 1256 gpm Area of Application: 2,000 sq ft System Demand Data: Total Demand of 1,291.2 gpm available at 82.6 System Flow: 791.2 gpm 1,443.1 gpm available at system pressure of 76.4 psi System Pressure: 76.39 psi Approx. discharge density when operating area is Hose Streams: 500 gpm balanced to city supply: .343 gpm. /sq. ft. Curve By Rybak Engineering, Inc. - C.C.K. ! I � � ( j i � 1 j i � I i � � ' I M � i I � ' i � i ty i i � � I I i � � � i � � � � ! i � I � ! � � � � l i { i � � � � ' I I i 1 � i I i �` i i � 1 I ! i � { i i � � � I i I � I � � I I � , � � � � � � i 1 I � ' � � i j � � � i i I I � � j � � � i � � ! i i � � � � j � I � i I , � � � i I � I I � � ( ! I � � i i I � � a _ i i i i j i � � � � I `� i � I j x i � � I � I , { : i :..: .... t _ : is : t TOTAL _ , _ OUTLET 23 44 .01 1 .610 1 6M 11113 11PE 23 44 .01 120 0 14 . 0 0. 97 50. 27 QTPE 26 254 .3a 120 0 12.0 6 . 34 i� 7 OF ROUTE NO . 4 DESCRipaw OUTLET ., 3. 18 : <r PIPE 25 267.04 is 1 2 ;.. r- _._—._......-_.__...._....._..-___.._......._—......._....__—......._.__....__._........_......_.....__._—._._.........__..._—.___..—_...._..-..._...._._........__.._......_.._....................—._...._........_......_....__........._._._-..._._.........._.._....._..... REF 902 t 3B .82 ROUTE r9h 1 DESCRIPTION —......._... � "• • • : T PIPE PT PV WTET. 71PE s 72. 59 120 7V - 0�33 15159 i _ •— • , 132.2E - -, I , 01 70 2 . 067 j 7, 5 2V20 1 8 .. .. 2 t .. ..l".1 71PH 21 170.9B 120 0 7 . 5 23. 0) JCT�ET 22 39 .19 2 .067 1 2. 0 2A.96 DIPE 22 210. 37 120 0 1210 4. 46 24 . 2 ', 76 254. 3E 12 .0 1 "M .._..._.........._.........._...................—....._................._.........._....................................._............_......_..._......._..._....__.....................------------------------------------- r r.....,..: .. , PIPE - :.r , v t : :i.... t..: i I...r v...: :.._T TOTAL {: ..:t,.i •`i 0 i 1_.. AUTLET 1 __ -_ "TPE 11 25.64 = 1 .79 OUTLET 12 30 ,02 11610 0 7 , 5 16 ,32 2 .2 . :..:.... 12 11&G6 12C 0 _ 2WLET 13 31 .67 1 .610 0 7 . 5 19,30 3 . 07 DIPE 13 147 , 33 120 0 7. 5 A.27 15 . 67 .........................._.._..-.........._._ .............__..........._.............................._-.....- _._....-........-.......-..-..........- .-........- _-------- ------------------------............. r :: .. � 184. 79 120 I: - O� FLET 15 3B.39 2 ; i 210 ?0.09 ,....... 2. 067 ZME 20 267 .04 120 0 A 2. ' ^ 5 OF 9 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS HE PE Q-TOTAL C-FACT LT TOTAL PF PO ----------------------- ------------------------------------------------------- REF 906 0. 00 6 . 150 1 80.0 73 . 86 0 . 49 ' 0.016 0 76 0;00 PIPE 32 791 .20 140 2 156 .0 2 . 50 73.37 --------------------------------------------------------------------------- REF 907 500 .�00 10. 270 0 10 .0 76 .36 - 0 .17 - - - - - 0. 003 0 0 0. 0C ' PIPE 33 1291 .20 140 0 10 . 0 0.03 ..................... ------------------------------------------------------------------ � 76 .39 Supply � 1291 . 20 GPM available at 82.6 PSI - - - -- - - � --- ROUTE NO. 2 DESCRIPTION --- - - - - 9-ADD DIA T PIPE PT PV ! 7EFERENCE LOSS/FT E PE PE - F-TOTAL C-FACT LT TOTAL PF PC NOTES ....... .....______........ .....___.............._______.........___................ ...___________........ __________ jUTLET 8 44. 30 1 .610 1 6.0 31153 - 0.0c -0 .87 4PE 8 44.30 120 0 14.0 0. 98 30 . 66 ------------------------------------------------------------- ------- ------ _ REF 0 225. 4G 2 . 067 1 2. 0 32 , 52 0. 589 0 10 0. 00 DIPE 24 269.78 120 0 12.0 7 .07 - --------------------------------------------------------------------------- REF 901 0 . 00 4. 260 0 12 . 5 19 . 59 � 0. 017 0 p� 0 . 0� - `IPQ 27 269 . 78 120 0 12. 5 0122 -------------------------'------ ------------------------------------------- REF 902 39.81 - - _ _ _ . _ ROUTE 140 . 1 DESCRIPTION • .__q..t.I a ..:i• r .. PIPE i.,, ___. _. _._. I'•i i .. __.. ._ __.LOSS/FT E FITTS PE PE ?EFERENCE .... 0.07 t_I 0 —0. 1 c 0(). _ 0. .. 01YE 3 B6. 53 120 0 7. 5 1 .32 13. 72 -.........: : '� i —0 . 14 ,'�:._ 225. 4E 220 0 12. 0 5 . 07 23 51 ..........._ .._.._.._ ...................... .............. .... ............._ ...... .. ..._.._..............._.._.. .. _.._.._..... ....... ..._......._... ......_... .........._... ............._..........._.._ .............. ........ 0. 509 .. 10 .. ., _5l.: ,. 269 , 78 REF 101 C. 00 1AW 0 12. 5 39;52- i WE .l ...:1 l 12, 5 C . 73 ...._ ...........__...__...__........................_......_..............._....................__,_.,...,_..........._.._.........._.....................__...._........_.................._........_................-........._.._........_..........._............_.._......._.............._.,....,._..._..__._................. ..:I .. ! - 0. 127 0 27 y 4 143 ,0 RKF 504 OMO ... TPH 31 701 , 20 120 c 73 . 0 2132 AS . Al INC 4 PSI FIT TF7' _.............. .._.. .............,... ... .......... ............. ......_.............. ... ......... ....... ..._... .........._.._ _. .............. ... ..... .............. ......._..... ._....._.. ... _..... ...................... ^ ~ 3 D 9 _LUMB AUTO , 0 .295/2000 --- PIPE TABLE --- -- - - - FRICTION FRICTION VEL02ITY 0IPE NO . VIAMETER LENGTH FLAW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND - 1 1 .380 7 . 50 28. 80 120 0. 0672 0. 504 6.2 2 11380 7 . 50 56.90 120 0 . 2368 1 .776 12.2 3 1 . 610 7. 50 86 . 53 120 0. 2428- - 1 ' 821 13.6 - - 4 L . 610 7 . 50 116. 86 120 0. 4232 3 . 174 l8.4 5 1 . 610 7. 50 148. 85 120 0 .6622 4 . 967 23. 5 6 2 .067 7. 50 186.70 120 0.2982 2. 237 17.9 - 7 2 . 067 12. 00 225. 48 120 0. 4229 5. 074 2� .6 8 1 . 610 14.00 44 .30 120 0.0703 0 .985 7.0 9 - 1 . 380 7. 50 28 . 51 120- 0 .0659-' -- 0 ' 495 - 6 . 1 10 1 . 380 7. 50 56 . 31 120 0 . 2323 1 . 742 11 1 . 610 7. 50 85 . 64 120 0 . 2382 1 . 786 12 1 . 610 7. 50 115'66 120- 0 . 4152 -- 3' 114 18.2 -F| � 13 1 ' 610 7. 50 147 .33 120 0 ' 6497 4 '873 � 14 2 .067 7. 50 184. 79 120 0 .2926 2 . 195 17.7 �| 15 2. 067 12. 00 223. 18 120 0 . 4119 4 . 979 21 .3 - 16 11010 14 .00 43 ,85 120 n . 0690 0 . 967 6 .? 17 1 . 380 7 . 50 32 . 59 120 0 . 0845 C . 603 7.0 18 11380 7 . 50 64 . 40 120 0 .2977 2 .233 13.8 - 19 ` 11610 7. 50 97 . 94 120 0 . 3053 2. 290 15.4 20 1 . 610 7 . 50 132.28 120 0 , 5323 3.992 20.8 21 2 , 067 7. 50 170 .98 120 1 '2534 -- - 1 .901 16 .3 - 7 2 2 . 067 12 . 00 210 . 37 120 0 .3719 4 .463 20 . 1 23 1 . 610 14 , 00 44 . 01 120 3. 0695 0 . 973 6 .9 24 2 .067 12 . 00 269 .78 120 0 . 5893 7 ,071 25.8 - 25 2. 067 12 .00 267 . 04 12C 0 . 5782 6 .939 25. 5 26 2 . 067 12.00 2M . 38 120 0 . 5285 6 .243 24 .3 27 4. 260 12. 50 269 . 78 120 S . 0174 0 .218 28 4 . 260 12. 50 �36 . 82 120 { , 0622 0 ,777 1?. � 29 � . 260 143 . 00 791 . �0 120 0 . 1�7� 18 222 �7 .8 30 6. 357 34.00 791 .20 120 f . 0181 0 .617 8.O - 31 6. 357 73 . 00 791 . 20 120 0 . 0181 5 . 324 8.0 32 6 . 150 156. 00 791 ,20 140 0 . 0160 2. 500 8 . 5 33 l0 .270 10.00 1291 . 20 150 C . 0033 0.033 5 .0 - _ - ` _ - --- OUTLET TABLE �KTLET # K-FACTOR PRESSURE F113 A HI.W. 1 FEET ) 19111. FLO-19L.1 0 - 0 _ _._-... _. _. -. _ _. . 8-. , , 000 13.721 29.63 _ _ . .. ...r _ _ ..._. __ _. •: ti B . 000 13. 440 21.23 21 . 62 27.80 4.081 50 .02 B. 000 (' J .. 2 7 38, 59 22. .._.. _. .. is E .000 30.050 43M5 23. WD 27 . _. .. ...i, 32. 5? IsNos TIM 21 27. '\i'' .:........ _ .. .. ..i l.. .:_. .. ..... ..... ... _._._. .. ... .... ...... .. .._ .. 2 JUL 9 Hydraulic Calculations U for DEPT OF I% r ,., E,TIDNS Plumb Auto Supply Carlon Drive Northampton, MA 5/29/98 Calculated Area: WAREHOUSE Design Data: w� Occupancy Classification: Extra Hazard Density: 0.295 GPM PER SQ FT Area of Application: 2,000 sq ft Coverage Per Sprinkler: 100 sq ft NO. of Sprinklers Calculated: 23 Hose Streams: 500 GPM Total Water Required 1291.20 GPM including hose streams 1291.20 GPM required at supply pressure of 76.39 PSI Flow at Base of Riser 791.2 GPM Required Pressure at Base of Riser 68.54 PSI Supply Data: Static (PSI) 110 Residual (PSI) 84 Flow (GPM) 1256 Calculations by: C.C.K. of Rybak Engineering, Inc. 132 Forest Ave. Warren, MA 01083-0709 Name of Contractor Associated Builders, Inc. 4 Industrial Drive South Hadley, MA 01075 Authority Having Jurisdiction: Local Building Official Underwriter: I.S.O. Notes: FLOW CURVE- P (PSI) vs Q^1.85 (GPM) 200 LEGEND A-Supply St itic Pressure B-Supply RE sidual Pressure and Flow 180 C-Static Sy em Pressure loss(.e.Elev and BFP) D-System C amand Without Ho a Streams E-Total Den iand(System plus ose) 160 140 120 P 100 B 80 E 60 40 20 C 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 110 psi Design for Associated Builders, Inc. Residual: 84 psi at Design Density 0.295gpm /sq ft Flow: 1256 gpm Area of Application: 2,000 sq ft System Demand Data: Total Demand of 1,291.2 gpm available at 82.6 System Flow: 791.2 gpm 1,443.1 gpm available at system pressure of 76.4 psi System Pressure: 76.39 psi Approx. discharge density when operating area is Hose Streams: 500 gpm balanced to city supply: .343 gpm. /sq. ft. Curve By Rybak Engineering, Inc. - C.C.K. � � i � i i � i JJ i � ff �� I � � � � � i i � � I � ; .: i , � f � I � � � � ! _ 1 i ) � � � � f i l I ! � � � � ! � � , � � i ! � � i � i � i i ! I i ! ! � I I � � i i i j I � � � � � � f ► � ' � � i i � i N � i � i � � I , ! i � ' i i I � � r � � � i 1 I ( � � � I ! ,,.::„B AUTO, DIPE 26 254 .3E 120 0 12.0 6 .34 5 REF .. ... 3B .45 I� - 1 _LUMB AUTO . FROUTE 010 . 4 DESCRIPTION AEFERENCE LOSS/FT +.. FITTS PE W.Ho i C—VACT LT TOTAL PF F'_.. . ._..T...._. OUTLET 16 43.95 1 .610 1 6 ;0 20.92 "IPE 16 43.B5 PIPE ! r'.+•i.i i.. MUTE,.... .r i r • ... .. ..:. 11PE 17 52. 59 120 0 t c "63 16720 MLET _. 1 . 380 IWTLET 20 34.33 i 1 , 610 254. 3E 120 0 l2m 1 ,34 ................ ......... .... ......_.... ........... ......... .. ......... .. ........_.. ....._...- ............. ._............ _.I................... .. ._...........- .. ........... .... ...... ...._ ..._ .. ..... .. .......... AUTO,y F- TOTAL 5 0 luTLET 10 Y !UTLET . .. 0. 24 QME 11 25 .64 120 0 7. 5 1 .79 !UTLET 12 r... 0 7. 5 19,30 M07 DUTLET 13 31 . 67 DIKE 13 147,33 120 0, y ........................_..........__ ......... -.-........ ......................_... ... -.._.. ..... .. .. _........... .. .... ...................._.... ................ ......._...................... _..-_....................................-.. 2�TLET 14 37. 47 2.067 0 7 . 5 24 ,01 .. .:a. - ......._.._. ....._...__ ..._..... .. .. ..._.........._....._. .. .... _— .... ._._....... ...... . -_......_.._... ...-. ._... ..._.__..._._....... .-. .. ....... _._........__._— .._.. ----_ ^ 5 OF 9 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF- -- PO --' �NOTES --------------------------------------------------------------------------- REF 906 0.00 6 . 150 1 80.0 73.86 0 . 49 0.016 0 76 0 ;00 - -- -' - - PIPE 32 791 . 20 140 2 156.0 2 . 50 73.37 � � ___________________________________________________________________________ � REF 907 500.00 10. 270 0 10.0 76.36- - 0. 17 0. 003 0 0 0 . 00 � cIPE 33 1291 .20 140 0 10 . 0 0 . 03 76 . 19 -___________ -_______________________________________-______________________ _ 76 .39 Supply - 1291 . 20 GPM available at 82.6 PST -- -- --- - ' -� --- ROUTE NO. 2 � � Q-ADD DIA T PIPE PT PV WFERENCE LOSS/F� E FITTS PE PE - G-TJTAL C-FACT LT TOTAL PF PO NOTES '--- --------... -.....-..........------- -----............. .....--.........-....----...................-----.................. -------....-.... ------ jUTLET 8 44. 30 11610 1 6 .0 31 . 53 - (=8 0. 07 0 8 0.00 -0 . 87 DIPE 8 44.30 120 0 14 . 0 0. 98 30 . 66 _..............._..........................._-__........ ...._... ....._....... ...........................____........._ ........... ................___ -..............__ _ REF 0 225. 4S 2 . 067 1 2 . 0 32. 52 0. 589 0 10 0, 00 ,IPE 24 269.78 120 0 12 .0 7 .07 - --------------------------------------------------------------------------- REF 901 C.00 4 . 260 0 12 . 5 39 . 59 ` lPE 27 269 . 78 120 12. 5 0122 '------------------------------- ------------------------------------------ REF 902 39 .81 - - _ _ ROUTE NO . 1 DESCRIPTION a.,: U-TOTAL AUTLET 3 29.63 11610 0 7. 5- 14 .57 1 . 25 --....., 01RE 3 E6. 53 120 0 7. 5 1 . 32 11 .72 ........: :. n:-: ... ....._........._..........._ --- -------------------------- ---------------------------. -, 14S . 85 12C 0 7. 5 4 . 57 15.W.'' .111,................ -------------------------------------------------------------------- �UTLET 6 57.95 2. 067 0 7. 5 24 . 53 -C . 14 C . 0(�� .Eb . 70 120 0 7. 5 2. 24 2 2.5 ----------------------------7---------------------------------------------- !QT�ET 7 33. 72 2. 067 1 2. 0 2& , 63 0 .42 0 10 0 ,81 0. 0!:.,! 225 :....: : .... ......... ._. .._. .._ ................... ..... ..... _ ........... .......... ................ ..........._........ ........._. ..- ... .... ............ ...._......... ..._.......... ... ..... ................. ........._. ..... .,................. RFF 901 0.00 q. 260 0 12. 5 ZWY? REF V02 267.04 4. 260 0 12. 0 3101 i C. 127 - QTRE 29 791 . 20 12C 0 143 ,0 12 .22 MW _... ; IT PH•... i J'i 2 f • 120 :': IC .-._....... ...... .......... ............ ............ .... ....... ........ ......... ..........- ...... ......... _ ........ .. ............... .. ... ....... ............-...... ....- .......... ^ ^ 3 OF 9 - - ---- '---- - `-- - --- -`- -- �LUMB AUTO , 0 .295/2000 -- PIPE TABLE --- - - - F�1CTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C ' LOSS/POOT LDSS/TOTAL FEET/SECOND -' 1 1 .380 7 . 50 28.80 120 0. 0672 0. 504 6.2 2 1 .380 7 . 50 56. 90 120 0 . 2368 1 .776 12.2 3 ' 1 . 610 7 . 50 86. 53 120 0. 2428- 1 .821 13.6 - - 4 1 .610 7 . 50 116. 86 120 0 . 4232 3 . 174 18.4 5 1 . 610 7. 50 148. 85 120 ? . A622 4 . 967 23. 5 A 2.067 7. 50 186. 70 120 0 .2982 2 .237 17 .9 - 7 2. 067 12. 00 225. 48 120 0. 4229 5' 074 21 .6 8 1 .610 14 .00 44.30 120 0. 0703 0.985 7 .0 9 - -- 1 . 380 7. 50 28 . 51 12C' - 0 .9659- -- 01495 6 . 1 10 11380 7 . 50 56 . 31 120 0 . 2323 1 . 742 11 1 . 610 7. 50 85 . 64 120 0 . 2382 1 . 786 13. 5 � 12 1 .610 7. 50 115.66 120 - 0 . 4152 - 3 . 114 18.2 -| � 13 1 .610 7. 50 147.33 120 0 ' 6497 4. 873 23 .2 ( � 14 2. 067 7 . 50 184. 79 120 0 . 2926 2 . 195 17 .7 i 15 2. 067 12.00 223. 18 120 0. 4149 4 . 979 21 .3 - 16 1 .610 14 . 00 43,85 120 0 . 0690 0 . 967 6 .? 17 1 . 380 7 . 50 32 . 59 120 0 . 0845 0 . 033 7.0 18 l .380 7 . 50 64 . 40 120 0 .2977 2 .233 13.8 - 19 ` 1 . 610 7 . 50 97 .94 120 0 . 3053 2 . 290 15.4 20 1 . 610 7. 50 132.28 120 0 , 5323 3.992 20.8 21 2,067 7 . 50 �70 . 98 120 - C'' 2534 - 1 .901 16.3 - �2 2 . 067 12 . 00 210 . 37 120 0. 3719 4 . 463 20 . 1 23 11610 14 . 00 44 . 01 120 D. 0695 0 . 973 6 9 24 2.067 12.00 269 . 78 120 0. 5893 7 .071 25.8 25 2. 067 12 . 00 267 . 04 120 0 . 5782 61939 25 . 5 26 2, 067 12. 00 251 . 38 120 5 . 5235 6 .343 24.3 27 41260 12 . 50 269 . 78 120 0 . 0174 C . 218 28 4. 260 12 . 50 �36 . 82 L20 1 , 0622 C . 777 1? . � 29 �. 260 143 . 00 791 . �0 120 0 127� 1S �22 �7 . 8 30 6. 357 34.00 791 .20 120 C . 0181 0 .617 31 6. 357 73 . 00 791 . 20 120 0 . 0131 5 , 324 8.0 32 6. 150 156. 00 791 ,20 140 0 . 0160 2 . 500 5 . 5 33 10.270 10. 00 1291 , 20 1u0 C . 0033 0. 033 5 .0 - - - ` _ ' --- OUTLET TABLE i� 13.721 _ - 000.: .._ .v ..x 7 30.33 .,....... 27 .C., -22;25 27.90 .... .. _!t.: .......... ..383 37.E5 22 . 5:-- ...... ..8 .. 12 .078 _ 27.. v B(: . ...J i loi 1 21 .932 - y .i........ .. .. ..i 1., a_.4. ..... .:... :19 ... 22 . M.": ...... . ... .. �...�. ....' .. .. .. :::.'C __ .. .. .. .. .� .... .. jUL 911998 a 1 Hydraulic Calculations DEPT for Of Sly.. � iNSPE�'TlONS NQo;. a Plumb Auto Supply Carlon Drive Northampton, MA 5/29/98 Calculated Area: WAREHOUSE Design Data: w� r_a Occupancy Classification: Extra Hazard Density: 0.295 GPM PER SQ FT �U Area of Application: 2,000 sq ft Coverage Per Sprinkler: 100 sq ft NO. of Sprinklers Calculated: 23 Hose Streams: 500 GPM Total Water Required 1291.20 GPM including hose streams 1291.20 GPM required at supply pressure of 76.39 PSI Flow at Base of Riser 791.2 GPM Required Pressure at Base of Riser 68.54 PSI Supply Data: Static (PSI) 110 Residual (PSI) 84 Flow (GPM) 1256 Calculations by: C.C.K. of Rybak Engineering, Inc. 132 Forest Ave. Warren, MA 01083-0709 Name of Contractor Associated Builders, Inc. 4 Industrial Drive South Hadley, MA 01075 Authority Having Jurisdiction: Local Building Official Underwriter: I.S.O. Notes: 10. Sequence of Operation of Fire Protection Systems The fire sprinkler system operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: 1. The activation of a single sprinkler will discharge water and close the contacts of a vane type flow switch, 2. Closed contact will activate local alarm indication including strobes, horns and bells. 3. Closed contact will send signal through local alarm panel to central station,central station will then notify fire department. 11. Testing Criteria for final system acceptance The following tests must be conducted for final system acceptance: �i Underground piping }� 1. Thoroughly flush at a rate of 880 GPM 2. Hydrostatically test at a pressure of 200 psi. Maximum leakage rate shall not exceed 1 quart per hour. Aboveground(system)piping and Alarms 1. Hydrostatically test at a pressure of 200 psi for two hours without a loss in pressure. 2. Conduct system operational test from inspectors test connection. Local alarm must sound within 5 minutes. Central station must receive alarm and trouble signals. 3. 2"drain test shall be conducted. Static and Residual pressures must be recorded on test certificate. 4. Conduct forward flow test of backflow preventer at a rate of 790 GPM. 12. Fire Extinguishers Fire extinguishers are required throughout the facility. 1. Within the office areas,a single 2A Extinguisher may cover the entire area,provided the extinguisher is located with a maximum travel distance of 75 ft. 2. Within the warehousing and retail area,a 6 lb, 3A,40B, C multipurpose dry chemical extinguiser must be located to maintain a maximum travel distance of 30 ft. A minimum of 5 extinguishers are required located at columns E2,E4,E6,E8,and C9. 5. Automatic Sprinkler System Control Equipment There is(1) 6"riser with a control valve and flow switch located at in the mechanical room at Column line 7. System inspectors test connection is located off the end branch line. 6. Non-required systems The following systems are not required or provided in this building. I.Standpipe System 2.Fire Protective Signaling System 3.Smoke Control System 4.Fire Extinguishing System(special i.e.Halon,COJ 7. Fire Department Siamese Connection Location The fire department connection is located at the Southwest building corner in the proximity of the driveway entrance. This connection is located approximately 120 ft from an existing fire hydrant on Carlon Drive. Important note: Site landscaping must be coordinated with the fire department connection. (780 CMR 915.0) 8. Fire Protective Signaling System Design and Layout Audio and visual alarm notification appliances shall be provided and installed in accordance with NFPA 72. An electric bell and strobe will be provided outside the sprinkler riser room. The sprinkler system is provided with supervisory contacts that consist of: Tamper switches on(2)gate valves. All control valves must be supervised open. The sprinkler system is provided with alarm contacts that consist of: A vane type flow switch is provided for the sprinkler riser. 9. Fire Protection Systems Alarm Transmission Method and Location A central station that utilizes the telephone network for communication will monitor the supervisory circuit and the alarm zone. 1. Basis of Design The 16,825 sq ft building addition is classified as a non-separated use group of B, Business and M, Automotive accessories. Both the types of construction and fire suppression requirements are based on the requirements for the Mercantile Use Group. Retail 100 and open storage is designed for Ordinary Hazard Group I. These areas may have a maximum stockpile height of 8 ft. The owner must maintain a maximum of 18"clearance from top of storage to the sprinklers. Final density: 0.15/1500 Offices,bathrooms,etc. are light hazard areas and designed for 0.10 11500 sq ft. Warehouse area is designed for Extra Hazard Group I as defined in NFPA 13. The owner is intending to maintain maximum storage height of 12 ft. This classification is considered ordinary hazard 11. However, the level of protection has been increased for the following reasons: a. Ceiling height of 25 ft r b. Presence of aerosol cans 1 c. Presence of Class III liquids(motor oil) d. Plastics The following must be observed with the warehouse: a. max height of plastics: 5 ft b. miscellaneous tire storage per T1-4.7.4.2 of NFPA 13 (none presently planned) c. max height of Class IV products:20 ft. The density was arrived by:Figure 5-2.3—0.295/2666 sq ft Reduce area by 25%per 5-2.3.2.7 to final density of 0.295/2000 2. Building and Site Access The building is accessed from First Avenue, See site plans for more details. 3. Fire Hydrants and Water Supply The public water main is located in Carlon Drive. A water flow test indicates that the water supply is Static: 110 psi Residual: 84 psi at 1256 gpm Elevation: 0'0 aff 4. Automatic Sprinkler System Description A single wet pipe sprinkler zone services the building. The system piping consists of a tree type system with a 6"riser and 4" cross main. The sprinklers are spaced at approximately 100 sq ft spacing within the warehouse area. Quick response sprinklers are used in the light hazard office areas. JUL 91998 UU pEgQ�F su iWPE NS Fire Protection Construction Documents Narrative Report for NOfAq KOSLOWSKI ho.57810 Plumb Auto Carlon Drive Northampton,Massachusetts By Rybak Engineering,Inc. Fire Protection Consultants 132 Forest Avenue Warren,Massachusetts 01083 Tel:(413)436-5500 April 27, 1998 A 155835 r UEPAR`1Mf�NT 01' PU13 C ONE- (I M BURTON KACE_, f2M 1501 BOSTON, MA 021-03--1618 CONSTRUCTION SUPERVISOR LICENSC Number: Expires: oirthdaLv:_ CS 019752 0111012000 01/1_Q!/19E>0 Restri_cf.ed To: 00 P0D JAN .1 5 1998 MICHAEL •J C U T L E:f; ,:)R 9 DOVE HILL '' S H A U L E Y, MA 01076 Keep fi:op for receipt and chango 1-lot.i.ficeit.i on. Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. WSW' N City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 t The Commonwealth of Massachusetts De q tment of Industrial Accidents g 1998 ofticeol/nse 992tloos 600 Washington Street Boston,Mass. 02111 ` DEPT©f 8U ild` 9w�P F' Workers' Compensation Insurance Affidavit , 1 i . name. Associated Buiders, Inc. location: 4 Industrial Drive city South Hadley, MA 01075 phone# 413-536-0021 [] 1 am a homeowner performing all work myself. E] I am a sole proprietor and have no one working in any capacity [x-J I am an employer providing workers' compensation for my employees working on this job. company name: - Associated Builders,. Inc. address: 4 Industrial Drive CRY: South Hadley, MA 01075 phone M 413-536-0021 insuranceco AMERICAN PROTECTION INSURANCE CO.ioofic # BR 056218 00 F s. (] I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have i the following workers' compensation polices: s company name address• city phone.#• insurance co poticv company name address.- city. phone) #: insurance co, # Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains pen t' erju h information provided above is true and correct. Signature Date Print name Mic ael J. Ciolek, Jr. , President Phone# 413-536-0021 official use only do not write in this area to be completed by city or town official city or town: permit/license# OBuilding Department pLicensing Board check if immediate response is required ❑Selectmen's Office pHeaith Department contact person: phone#; —Other — J. 3/95 PIA) F Building Permit Fee Calculation 9 Plumb Auto Supply Proposed 16,825 sf Building ., g DEFT OF fiir.f U' INSPECTION NO Building Area= 16,825 sf @$0.40 1sf= $ 6,730.00 �► JALLIL ; . IMENT OF BUILDLXG INSPECTIONS a DEPT OF B� rl�p>c~ INSPECTOR Main Street • Municipal Building v= Northampton, Mass. 01060 CONSTRUCTION CONTROL DOCUMENT Project Title: Plumb Auto Supply, Inc. Date : July 8, 1998 Project Location : Carlon Drive Map : 24 B Parcel 46 & 48 Zone: HB Scope of Project New 16,825 building In accordance with SECTION 116.0-116.4.2 of the sixth edition of the Massachusetts State Building Code: I, Eric M. Bernardin, P.E. Mass. Registration Number 37950 being a registered professional Engineer/Architect hereby certify that 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Entire Project [X] Architectural [)J Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge, such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official ,a progress report with the pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness f the project for occupancy. Signature of registered professional Subscribed and sworn before me this 8th day of July 199 8 ( Qtg - I�,Q�p��_my commission expires on August 21 , 1998 Notary Public Building Department 413-587-1240------fax 413-587-1272 Department: Reference No: BP-1999-0033 Building, Electrical & Mechanical Permits .......... ........... Fee ype: Receipt No: new structure REC-1999-000041 Paid By: Paid in Full On: Associated Builders Inc Thu Jul 09,1998 •.........................•-------•--.......----------•--•-------..........----•---..---- - -------- ---- - Received By: Check No:----- -- - Linda Lapointe 8593 ...--•-••------•----------•-•-•.................................•--•••---•-----•......... ...................................... DEPARTMENT'S COPY Amount: $6,730.00 .....................•..... DEPARTMENT FILE COPY 97& 125 Carlon Drive- Lots 4 & 5 CITY OF NORTHAMPTON BUILDING PERMIT Owner's pulling their own permits or dealing with unregistered contractors for applicable work do not have access to Guaranty Fund(MGL 142A) Issued: Permit No: Inspector: Tracking No.: Fee: BP-1999-0033 963508 $6,730.00 GIS #: Map Block: Lot: Address: Zonin Use Group: Lot Size: 9155 24B 046 001 97& 125 Carlon Drive - Lo BB 365163.48 Contractor: License Type: Insurance: Associated Builders Inc CSL Workers Compensation Address: License No.: Insurance No.: 4 Industrial Drive 029752 BR05621800 City: State: Zip Code: Phone: SOUTH HADLEY MA 01075 (413) 536-0021 Project No: Category of Work: Const. Class: Cost Estimate: JS-1999-0046 New Structure $637,826.00 Description of Work: construct 16,825 sf retail/wholesale auto parts store GeoTMSR 1997 Des Lauriers&Associates.Inc. Q;"nwfiirn- ,i 10. Do any signs ebst on the property? X YES NO IF YES,describe size,type and location: i Are there any proposed changes to or additions of signs intended for the property?YES NO X IF YES,describe size,type and location: (To be applied for at later date ) 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. 21" comma to be n 71ad In _ by the ,9,,a;n; Departmen t Required Existing Proposed By Zoning Lot size 66,799 66,799 20,000 Frontage 569 569 120 Setbacks - N/A 47/86 20 - side L• R: L: - R: 117 10 - rear 35 20 Building height 26 35 Bldg Square footage 16,825 - %Open Space: -(Lot area minus bldg &paved parking) 35 30 # of Parking Spaces 42+ 2HP 30 # of Loading Docks 1 0 Fill: 2, 100 cy under (volume & location) building & paved area 13 . Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. DATE: 7&,/9:2C APPLICANT's SIGNATURE NOTE: tasuanoe of a zoning permit does not relieve an applioant's urden to oomp with all zoning requirements and obtain all required permits from the Bo&+d of Health, Conservation Commission, Department of Publio Works and other applloable permit granting authorities. FILE # a S z Fi1e Md. ,. i ZONING PERMIT. APPLICATION (§10 . 2) PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: Plumb Auto Supply, Inc. Address: 137 King St. , Northampton, MA 01060 Telephone: (413) 584-1117 2. Owner of Property: PELC & Paniczke, LLP Address: 137 King St. , Northampton, MA 01060 Telephone: (413) 584-1117 3. Status of Applicant: XX Owner Contract Purchaser Lessee Other(explain): 4. Street Address: Carlon Drive Parcel Id: Zoning Map# 24 B Parcel# 46 & 48 District(s): HB (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property None 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Construct 16,825 sf retail/wholesale at, n parts store. Work includes site preparation; foundations, underground utilities. building constriction, paving drainage, and landscaping, 7. Attached Plans: Sketch Plan X Site Plan X Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. Hasa Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES X IF YES,date issued: 06/19/98 IF YES: Was the permit recorded at the Registry of Deeds? NO X DON'T KNOW YES To be recorded 07/21/98 IF YES: enter Book Page and/or Document# 9. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES X IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained X ,date issued: 06/22/98 (FORM CONTINUES ON OTHER SIDE) ASSOCIATED BUILDERS, INC.__. LLC V` EN OF SOUTH HADLEY, MASS. 01075 Phone (413) 536-0021 T. DATE FAX 1413j 536 0908 ATTENTION Boa NO. LJU (� TO ^ RE: _i L nFPT� r LA // r WE ARE SENDING YOU 4Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ,;� J Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order � A,��f�,�''_ COPIES DATE NO. DESCRIPTION ,2- 5�b1l5 L1 rli}lr 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 ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS OL a'Ji W 11 COPY TO . 1 SIGNED: Elite Printing Co.,Inc. If enclosures are not as noted, kindly notify us at once. Mm, e 'ROPERTY LOCATION: TAP PARC L: ZONE f f THIS SECTION FOR.:OFFICTAL USE ONLY: PER 11T APPLICATION CHECKLIST ed as presented/based on information presented as pr seated: /�� :.0( <6 Special Permit and/or Site Plan Required under: § b0• 3 ') al(1) L.ANNING BOARD ZONING BOARD Received & Recorded at Registry of Deeds Proof Enclosed Finding Required under: § NY/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed____ ace Required under: § wILONING BOARD OF APPEALS (\TW atvuglstl M)1,1-d' /e Comm. ,WT a r 10. Do any signs exist on the property? YES NO X IF YES,describe size,type and location: Are there any proposed changes to or additions of signs intended for the property?YES X NO. IF YES,describe size,type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT 7NIED DUI LACK OF INFORMATION. ,ice I d Existing Ig Lot size 6r- °7 Frontage Setbacks - f .J°'�°��• Q�� a�OO�m JJ 12 Ja a� op � a N/ �• �• ``G ,tip'' �' � �..., )°0� 0 QQ7 �0 D Old,1 Y�� o a6 ,,4 P d 0u0ga�va4 O d aa00 O� ft(/-"VI �';/ o etos lad ctof � �V File#BP-1999-0033 APPLICANT/CONTACT PERSON Associated Builders Inc ADDRESS/PHONE 4 Industrial Drive (413) 536-0021 PROPERTY LOCATION 97& 125 Carlon Drive-Lots 4&5 MAP 24B PARCEL 046 ZONE I THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT -I/ Accessory Structure 7 F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. Denied as presented: ✓Special Permit and/or Site Plan Required under: § ✓ PLANNING BOARD ZONING BOARD Received&Recorded at Registry of Deeds Proof Enclosed Finding Required under: § —w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed, Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health --'*"Permit from Conservation Co sion Signature of Building icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. 10. Do any signs exist on the property? YES NO X ` f �i+ IF YES,describe size,type and location: Are there any proposed changes to or additions of signs intended for the property?YES X NO IF YES,describe size,type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. Thies cc'== to be filled in by the Building Department Required Existing Proposed By Zoning Lot size 66,799 66, 799 Frontage 569 569 /C)U Setbacks - frnnt 37 j0 - side L: - R: - L: 68 R: 131 jU - rear 35 Building height 5 25' Bldg Square footage 16,825 �5 %Open Space: (Lot area minus bldg ' &paged parking) 35 # .Qf Parking Spaces 44 ht of Loading Docks 0 Fill: 1,090 CY 4vol-ume -& location) Building Footprint 13 . Certification: I hereby certify that the information contained herein is true and accurate to the best 01 my know e. i DATE: / AB APPLICANT's SIGNATURE �J NOTE: Issu noes of in zoning permit does not relieve an appiioanY b rd n o oompty witty,all zoning r"ulramants vnd obtain all required permits from the Board of Health, Conaervation Commisslon, Department of Publio Works and other applionble permit granting authoritieu. FILE # I.n 2 ;998 File No. ZONING PERMIT APPLICATION (§10 . 2) PLEASE TYPE OR PRINT ALL INFORMATION 1. Narle of Applicant:_ Plumb Auto Supply, Inc. Address:137 King St. , Northanpton, MA 01060 Telephone: (413) 584-1117 2. Owner of Property: Pelops Realty Trust Address: 1385 Hancock St. , Quincy, MA. 01269 Telephone: (617) 770-6017 3. Status of Applicant: X Owner Contract Purchaser Lessee Other (explain): �;7 "A 5 4. Job Location: Lots 4 & 5 Carlon Dr (306 King Street) Parcel Id: Zoning Map# 24B Parcel# 413 District(s): HB (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property undeveloped 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Proposed to construct new 16,825 sf retail/wholesale auto parts store Work includes site preperation, foundations, underground utilities, building construction, drainage, paving and landscaping. 7. Attached Plans: Sketch Plan X Site Plan X Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. Has a Special Permit/Vadance/Finding ever been issued for/on the site? NO DON'T KNOT;r X YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW X YES IF YES: enter Book Page and/or Document# 9. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES X IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be ob".ained Obtained X date issued, 1/13/97 DEP N0. 246-393 (FORM CONTINUES ON OTHER SIDE) FILE # 10j D � R MAY 2 APPLICANTiCO TACT PERSON: DEPT L1f �. PROPERTY LOCATION: 0�+5 J 2Z2 6 ' S yak NIAP 1) PARC L: ZONE THIS SECTION FOR.OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE Building Permit Filled nut Arrecsncy Structure 0WmprmrruTant Statement or license# -3 Set-, of Pinny Z.Plat Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS AP P ICATION: • Approved as presentedfbased on information presented C//Denied as pr sented: Special Permit and/or Site Plan Required under: § _--I�PLANNING BOARD ZONING BOARD V Received & Recorded at Registry of Deeds Proof Enclosed 1 (Z-5 cI� � t�erc Finding Required under: § w/ZONING BOARD OF APPEALS fCcomt* Received& Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS Received &Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability tfWaA'd of Health Well Water Potability-Bd Health —ZPIrmit from Conser at'P ommissi Signature of Building ector e NOTE:Issuanoe of a zoning permit does not relieve an applloant's burden to oompty with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Department of Publio Works and other applioable permit granting authorttles.