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32C-108 (11) ." • 1 TfiE FOREGO}PJC IS A TSUE COPY OF THE RECCTII.; BOOK: 9I PACE,2 OF THE HAtvIPSHlrt- COUNTY REGISTRY OF DIDS, DATE".. opp.„--ks_ ■H f+'-' g Decision - Thompson• ' 1 , Page 2 1 059U tip • 3. That all internal plumbing be connected to the sanitary sewer. . 11 - 4. That the building be limited in height to less than 25 feet, i and in ground coverage to less than 14,000 square feet in the j1 new building and 2100 square feet in the addition, as shown on LI the submitted plans. 5. That the following restrictions from the Conservation Commission become a part of the permits a. All construction areas shall be restored to original jl ' j condition or better upon completion of the project, including 4,ii' . i X1, 1 vegetation. b. No areas within the 100 year floodplain nor within 100 feet of a wetland area, as defined in Chapter 131, Section 40, MGL, shall be permissible disposal sites, unless otherwise t • approved by the Conservation Commission. } a c. Excavated material and topsoil stockpiles shall be located g t and stabilized so as to minimize washing into wetland areas I f 1 or ',fat-it-ways. • d. Adequate measure shall be taken to prevent erosion and sit- S Cation of all disturbed areas. e. This Order of conditions shall apply to any successor in IN I interest or successor in control. is A f. Members and agents of the Conservation Commission shall have 1 e 4; the right to enter and inspect the V,' ,'j g p premises to evaluate I s rl{ I compliance with the Conditions and to require the submittal -w a„ of any data deemed necessary by the Commission for that evaluation f•i, � g. All foreign fill materials (concrete, asphalt, rocks) previously ? 0 dumped into the old Mill River by Mr. Thompson shall be removed. t O h. The northeasterly corner of the filled area shall be regarded to restore the 1001 Compensatory Flood Storage capacity of the +' ' site. • jil r,- i. The surface of the parking and driveway area shall be of gravel or other stable, pervious material. ° r4 1. All storm water run-off not directed to the City's storm sewer system shall be sheet run-off directed towards the northwesterly at corner of the filled area. , h ' r' k. All slopes shall be stabilized sufficient to prevent erosion. Received at City Clerk's Office Robert C. Buscher, Chairman F NORTHAMPTON,MASS. // _j. R i� William Brand _ - Date iQ # i a� Time ,-4. 177• � yt-2�+�!tl{Et.tJ Kathleen Sheehan CERTIFICATE 4F ,�l'Y GItERK r„ I, Adeline Murray, City Clerk or g.ftY'6f. Northampton,r hereby certify that the above Deciaioh,of.the Northampton Zoning Board of Appeals was filed in the pfica of'_the city Clerk on June 27, 1985, that twenty days have-illapsed st cgrsuch filing and that no appeal has been filed Ii} •thi• mattazt. _ 1 - IdAttes �. / . r, ,;<.��:. , CS ty� C erk a of 2 t of Northampto ,I I�re/.r��f,`X! 198 S et 3 .o'clock end ` ,.. :> y ax . l �lnutes ec d,ent'd end exerted. l 1 it t .....w.-.......w.......n.......r......-, a.. ._........ _..-._._..... ....».an.-r...►rr.aRU a4...N,...-w4.YU.+a..4w,+.nw,..wv-.............. ....r:.. .........n:_ kT i! I .r ___�� C �� 011542 L‘-- q DECISION OF ZONING BOARD OF APPEALS At a meeting held on June 13, 1985, the Zoning Board of Appeals of the City of Northampton voted unanimously to grant the Special Permit request- of Ralph and Mary Thompson, 34 Briggs Street, Easthampton to construct an addition to the northwest end of an existing building and to construct a new building in conjunction with the business known as Ralph's Blacksmith Shop, Inc. located at 36 Smith Street, Northampton (SI and Watershed Protection District). Present and voting were; Chairman Robert B uscher, William Brandt and Kathleen Sheehan. The findings were as follows; W. Brandt, referring to Sectin 9.3 (B) of the Northampton Zoning • Ordinance, found that the proposed use will not be substantially more detrimental than the existing use, as the construction and subsequent removal of storage trailers will enhance and improve the neighborhood. • In finding for the Special Permit under Section 14.3, he stated that the use is listed in the Zoning Ordinance; that the requested use bears a positive relationship to the public convenience as it will improve the area and increasae the tax base; that the requested use will not unduly impair traffic congestion or pedestrian safety; that it will not overload municipal systems; that he is concerned with any work involving fill, but received testimony from the applicant stating that they will only be redistributing and moving existing fill; that • the City Council voted to retain this area as industrial, and therefore, is in harmony with the intent of the Ordinance and will not be of detriment to the character of the neighborhood. K. Sheehan concurred, stating that theapplicants fulfill the criteria under Section 9.3, and finding that the area will be improved by the removal of the buidling to the left of the entrance from Smith Street with the addition to the northwest end and with the trucks stored i • inside and the trailers removed. R. Buscher concurred regarding Sectin 9.3 (8), finding that the requested use would improve the neighborhood, cut down on what little noise is presently geneayteI47and improve the nonconformity by storing trucks and conducting busit4sh inside rather than outside. Under fj ? ,� Sect on,,-9.3 (D),;hq jo d-t a lagmical use of the second parcel //, 11,4 tj,�ofc T i�+}t I/ :E/ ¢;,oXi roadway and the existance of a nondon orming building on the lot, is to expa, d the business use, and found it not substantially more detrimental...- Referring to Section 14.3, he noted that the building is above the 100 year floodline, that the Conservation Commission voted in favor with restrictions, that the drainage will be improved and the storage of material brought inside. The following conditions shall apply; 1. That the hours of operation remain the same as present. 2. That a buffer be maintained along the boundaryof the World War II Club with the exception of an existing gate. �((r ; `{t ..2 • ' THE FOREGOING IS !\ TRUE COPY OF THE RErn' 800~/ 47 -7 rAG OF THE HAM;',.'; COUNTY Rcs ' �OF ccc�' DATE �� '_ � . -- PSrr�. • 1."',*•*,• . -•, .`.'. • - • , * 'i . . ,., .,• i ' t • , I - 1 • . . '• - 1 ,. • • • 0 . i • .• • • . • • • • • • ' °••-••• 7 7—,.".%'i/ i Liter! 1 . 1 ; Issued Ely Northampton COMM1VIII1011Commisalon . I. t t Signature(s) • r- 7.) _, 1 .. Z, L. P-14-i 4--(41,4"1"— / ita-<-e t< 5-4-e..i-if ',,,,_ • • / 114111P_.d ! — z-, . /k ..... ( t. 111.7e4 , k This Order must be signed •nurionty of the Coruienration Commission. I i On the /C-f-k- day of ,. "'t L.2k 19 e- ,belct s nte . :. ,..- personalty appeared_1/et 7.,,I ,Ii‘,,r_i),--/ •to me known to be the .,. person described In and who executed the foregoing instrument end ecknovriedged that haishe executed the same as hisTher free sict.and died. 1 • JA 4 (-"Ac_ c:..-t—.....i s"-- )72‘-,-,(7 4 ,27 /-'1Y›2-- ,... c ' Notary Public My conlmisaico expires t i - The Ihe et.*•Y PrgOOn aggrieved by Ilea Order,any owner ol end abutting the land upon*AVG+the probated work la lo be done cc arty ten rasa:lents of Pe Ply or sown in aitedit at Und*located ere eerie:"notated ol Pee right Io repos*the Deperonerew ial ErtmronmentalOusidy Engineenng to INAMJ••Superseding Order,prancing the request Is made by coiled wie I a r hand delivery ! ' She DswVnInl martin an daya from Me date of Wetence of gas Order A copy ol the teem*ahall at the tone erne be sere by candied teell or had beaver,10 Ile Corteervaeon Correresaket and he-*Picard. t . li .. • A se Maseru'sultaatt lathe NOr Champ roil Conservation Comm (•i(gators.oseeemacentera se sere. ' . Ti Northampton Conservation Commission Meting Authority . - - - Please Os sOnsed that Me Order or Condemn ka lee Preeedi el F Nutlet* 246- sae been recovers fa Iles Revelry al 1)"0 di_ Hampshire Crum t'Y 11041 illa bsiit hoPed Ii lie chain et eee o,to eeeCied ereeenY Mt accordance PM tienerai Cvellean ill I/scarred 1100•the instrument repress'Peach identifies lee beneeceon Is •ieghSPie.d and.Me docunere member welds adminelles eve Iranesceon Is .. - i APPeean .. - —i „ 1i. t- :: :Ishire Is. 194 5 at 11-- (ectock and,"-I'm tnIntttcs AM-,Red.&ailed and --- .'' .. ..,. 125-11 Par.0,21-7 . .. tette toe — iir -1".'2 ' I .,`--- sigegi''g,NWA liscapshlre Res.of Deeds,Book muerte • * - --______ ,...- ". =1.1,, ,,- - -- ------- I. -' -.=,' '''.',.'-.' ' • . . , .: . . k4,..,.. ••,,.. ' 0.„,.:- •-' - '4•4'-'''..,it,' -• -,. '-,- .,"--:•,• - , .. -° '45: ••-•‘,' -_-,,,,,T, , . I Ir 11 ' • t '''‘'P':':.-- I ' o‘, it!ill • i '''''• 'Ili l't.i -- - --- - - ------ --- ------- ii,L,cf' i 4.4 • ' (25 7 ) --74G • L WETLANDS PROTECTION ACT Ralph Li Mary Thompson Order of Conditions (continued) I • I 1 1 / = 11 ' f f I. 9) The surface of the parking and driveway area shall be of gravel or other .. .... , r! -11,' ',1,,.1; • stable, Impervious material, 1,i• ■! [,,I Odr ,:11,1, 10) All storm water run-off not directed to the city's storm sever system shall il. 'iHlr,1 shall be sheet run-off directed towards the northwesterly corner of the filled • ' : area, , < 11) All slopes shall be stabilized sufficient to prevent erosion. I < ,11 , '',1,111 • . i • - ' I''11 .1!lill 141' i, lir ., 0. M! • ,' I 0,- .'E I C., I •• - • - t. • il ' li • .11'• l' ' .4. . . • , til, 13 . '.LI .• I '; 1.1 ;1,11i a . , i . 1 tir 11H . ; , .. .. ... .. : ll. , ,, , ,: ,i1 i : , , 1 1 , . , • 4, ‘,.. ,, , ,•1 II, 0, El.. . I . , ;t1 1','1 ','''.." :`..'. • -'''' ' 'AI • i 111 T II • , • '•-• ,'111'.' 11,1 -• _.'•;;'• --I,,',.:?"!4:'.' Hii:1111" 1'o .•1 • I HIM • , ,. ,.........,_ ,..„„, • . • -'•.- ,ek ':. ''''.,•• :. . .. , . ;1, 111 '-. • , ' , ._ . ft ti' 'll'il lill'H'I t '1,1111,1 11 . • . i 1 • 1 4577 -.239 • Title Dated Signed and Stamped by: On Fie with: Topography of Land Rev. June 10, 1985 Bruce A. Coombs Conservation Commission ( for Ralph H. & Mary Thomspn i Speci Conditions(Use add tbnai paper lf necessary) 1) All construction areas shall be restored to roginal condition or better upon completion of the project, including vegetation; 2) No areas within the 100 year floodplain nor within 100 feet of a wetland tl area, as defined in Chapter 131, Section 40, N.C.L., shall be permissible disposal sites, unless otherwise approved by the Conservation Commission; 3) Excavated material and topsoil stockpiles shall be located and stabilized so as to minimize washing into wetland areas or waterways; 4) Adequate measures shall be taken to prevent erosion and siltation of all disturbed areas; 5) This Order Of Conditions shall apply to any successor in interest or successor in control 6) Members and agents of the Conservation Commission shall have the right to t enter and inspect the premises to evaluate compliance with the Conditions and to require the submittal of any data deemed necessary by the Commission for that evaluation; 7) All foreign fill materials (concrete, ashpalt, rocks) previously dumped into the old Mill River bed by Mr. Thompson shall be removed, 8) The northeasterly corner of the filled area shall be regraded to restore the 1002 Compensatory Flood Storage capacity of the. site, Asars awe saws; • I 5-3A •I • • . • r 1`I;'1 ' • ! ' r 11,,, ,, , ,, , ' iII I• . i : ri , • j t . - i i - , i z 1 .• r,?5� a38' li, i !' Therefore,the Conserve t ion Comma a a ion hereby fI ds riot the following oartditlone are necessary,In accordance with the Performance Standards set forth in the nquistiona,to protect three inter- estachecked atow.The Cnnaervatinn Cn�iaairm orders that at work elfalbe performed ` I '1 �� In accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol. IP I',i, lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice �1+ of Intent,the conditions shall control. A 1';,1 General Conditions III � 1. Failure to comply with at conditions stated herein,and with at related statutes and other regulatory meat' ii t ,I urea,shall be deemed cause to revoke or modify this Order. 1 ` i'1, 2. This Order does not grant any property rights or any exclusive prfvteges;N does not authorize any njtxy i f 1 I( to private property or Invasion of private rights. I;,I 3. This Order does not relieve the permittee or any other person of the necessity of complying with all 1,11 II j,j other applicable federal,state or local statutes,ordinances.by-laws or regulations. "1 1, 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: i "I (al the work is a maintenance dredging project as provided fain the Act;or J t ,` (b) the time for completion has been extended to a specified date more than eves years,but less than �� i five years,from the date of Issuance and both that date and the special circumstances warranting` the extended time period are set forth in this Order. Ili; ' 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 �1 ' g h days prior to the expiration date of the Order. • I. My fill used in connection with this project shad be clean fit,containing no trash,refuse,rubbish or de- ';' I txts,including but not limited to lumber,bricks, g plaster,wire,lath.paper,cardboard,Pipe,tires,ashes, refrigerators,motor vehicles or parts of any of the foregoing. j ,iI ii 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,N I 11 'li i� such an appeal has been filed,until all proceedings before the Department have been completed. j, Ill,lip 4. No work shall be undertaken until the Final Order has been recorded In the Registry of Deeds or the Land iI Court for the district in which the land is located,within the chain of title of the affected properly.In the li 1 ;1 case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name 'IJlJ I of the owner of the land upon which the proposed work is to be done.In the case of registered land,the Y,,11:i i Final Order shall also be noted on the land Court Certificate of Title of the owner of the land upon which �II.I the proposed work is to be done.The recording information shall be submitted to the r,,,.,,,,i=ii ' I l+ • I �', on the format the end of this Order prior to commencement of the work- i1' ' A. A sign shall be displayed at the site not less than two square feet or more than these square feet in size I t Itttli bearing the words,"Massachusetts Department of Environmental Quality Engineering, 1, 11I !�1;d File Number 246- 10.Where the Department of Environmental Quality Engineering Is requested to make a determination and j �' to issue a Superseding Order,the Conservation Commission shall bee party to et.agency proceedings I, I i, and hearings before the Department. 11.Upon completion of the work described herein,the applicant shall forthwith request in writing Mat a II I i Certificate of Compliance be issued stating that the work has been satisfactorily completed. I Ii � ! 12.The work shall conform to the following plans and special conditions: ti i I l rii !1I'i'l, 1 5-2 'li �I ' '1 - ' 1; it i ' jIII 5 rtr , r, ��;li '4. • r n '., .M,. ______ 0087:13 ,%5 7 7-..?...1 7 • Fermi OEOE Fie No. 246- (To be promo*eyDEOE) I o *,M fr Commonwealth Gyrtorn Northampton r. \ .. 1. 501 Massachusetts Thompson Appicw4 Order of Conditions i Massachusetts Wetlands Protection Act G.L.c.131,§40 r From the Northampton Conservation Commission To Ralph & Mary Thompson same , (Name of Applicant) (Name of property owner) Address 34 Briggs St., Easthampton,MA Ae„„36 Smith St., Northampton, MA This Orders Issued and delivered as follows: $ IH I by hand delivery to applicant or representative on A t ty I _ Sacks. lune IL 1985 (date) 1 i 0 by certified mat,return receipt requested on (date) 5 This project is;mated at 36 Smith St., Northampton, MA I The property Isrectf rdedat the Aegiatryot_Deeds, Hampshire County it gook 2333 & 2057. page 56, & 45 Certificate(If registered) • The Notice of Intent for this project was filed on May 16. 1985 (date) The public hearing was closed on June 10, 1985 (date) Findings The Nnrthamprnn rnnsarvatinn rnm.ni..ipn has reviewed the abov -referencedNoticeof Intent and plans and has held a pubic hearing on the project.Based on the information available to the Conservation Commission at this tins,the Conservation Commission has detarminedthat the area on which the proposed work is to be done l significant to the following interests in accordance waft • the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under t e i Act(check as appropriate): ❑ Public water supply ❑ Storm damage prevention • ❑ Private water supply ❑ Prevention of potation ❑ Ground water supply ❑ Land containing shellfish i to Flood control ❑ Fisheries 6.1 • v I (e4, 425 TAYLOR ROAD 23 INGALLS STREET STOW, MASSACHUSETTS 01775 SOIL EXPLORATION CORPORATION NASHUA, NH 03060 (8171 897-8737 TEST BORINGS • GEOLOGICAL CONSULTING (603)882-3601 To Pierre A. Belhumeur Date 51.14/85 Job No. 85-243 • Location Ralph's Blacksmith Shop, Inc. , Northampton, MA Scale 1" = 4 ft. • Test Boring B-5 0,0,► Ground Surface 0'0" Hard to firm, dry to damp, 17-7-11 fine sand, some. inorganic 1'6" silt, little fine to medium gravel, crushed brick and concrete. (Fill. ) 4'6" 12-7-9 6'0" 8'6" Hard to firm, damp to wet, 9'6" fine to medium sand, little .15-14-.15 inorganic silt and coarse 11'0" sand. • 14'6" 5-7-8 16'0" 19'6" 20'0" 20'0" 6 Medium, stiff, wet, blue-gray 21'0" 2-2 clay, trace very fine sand and inorganic silt lenses. 24'6" 3-2-3 26'0" 26'01► End of boring 26'0" Water level at .10'3" upon completion. Standard Penetration Test • 140*hammer falling 30" • Blows are per 6"taken with 18"long x 2"O.D.x 1-3/8" I.D.Spilt Spoon Sampler unless otherwise noted Type of Boring•23/4"Casing 0 3W'Casing 0 Hollow Stem Augur ® Solid Stem Auger 0 Notes •Water levels indicated may vary with seasonal fluctuation and the degree of soil saturation when the boring was taken.The following terms used In the sot descriptions are based on visual Identification:Trace 0-10%,little or few 10-20%,Some 20-40%,and 40-80%. 425 TAYLOR ROAD SOIL. EXPLORATION CORPORATION 23 INGALLS STREET STOW, MASSACHUSETTS 01775 NASHUA, NH 03060 (817)897-8737 TEST BORINGS • GEOLOGICAL CONSULTING (603)882-3601 To Pierre A. Beihumeur Date 5/1.4/85 Job No. 85-243 Location Ralph's Blacksmith Shop, Inc. , Northampton, MA Scale 1" = 4 ft. Test Boring B-4 0'0" Ground Surface 0'0" 8-17-14 Hard, dry to damp, fine sand, - 1'6" some inorganic silt, fine gravel, crushed brick and concrete. (Fill. ) - 4'6" 11-10-10 - 6'0" 10-12-7 - 7'6" 8'0" Loose, damp, fine sand and inorganic silt, little wood and - 9t6tt root matter. 2-3- 10'6" 10'6" Firm, moist to wet, fine sand, _ 11►0" 8 little to some inorganic s. t. 12'0" Firm to hard, wet, fine to medium sand, trace inorganic silt and coarse sand. - 14'6" 11-14-1J1 • 16'0" - 19'6" 8-.11-10 21'0" 21'0" End of boring 21'0" • Water level at .11'3" upon completion. Standard f enatratlon That• 1400 hammer falling 30" • Blows are per 6"taken with 18"long x 2"O.D.x 1-3/8"1.0.Spilt Spoon Sampler unless otherwise noted. Type of Boring-2'h"Casing❑ 3V Casing 0 Hollow Stem Auger® Solid Stem Auger❑ Notes •Water levels Indicated may vary with seasonal fluctuation and the degree of soil saturation when the boring was taken.The following terms used In the soil descriptions are based on visual Identification:Trace 0.10%,little or few 10.20%.Some 20-40%,and 40.60%. 425 TAYLOR ROAD SOIL EXPLORATION CORPORATION 23INGALLS T ET STOW, MASSACHUSETTS 01775 NASHUA, N 03060 (617)897-8737 TEST BORINGS • GEOLOGICAL CONSULTING (603)882-3601 To Pierre A. Belhumeur Date 51.14/85 Job No. 85-243 Location Ralph's Blacksmith Shop, Inc. , Northampton, MA Scale )" = 4 ft. Test Boring B-3 0'0" Ground Surface 0'0" Hard to loose, dry to damp, fine 8-10-11 sand, same inorganic silt, .medium to coarse sand and fine - 1'6" gravel, little paper, wood and crushed brick. (Fill. ) - 4'6" 1-5-3 • 6'0" 6'6" 6'6" 3- Loose, damp, fine sand, trace 2-2 organic silt, some inorganic - 7'6" silt, trace root matter. 2-4-2 9'0"r 9i0n Firm, moist to wet, fine sand, - "9'6" little inorganic silt, coarse 4-5-9 sand and fine gravel. -11'0" - 14'6" 6-6-8 - .16'0" 18'0" Medium, stiff, wet, blue-gray clay. - 19'6" 2-4-3 21'0" , , 2.1'0" End of boring 21'0" • • Water level at 10'8" upon completion. • Standard Penetration Taft • 140*hammer falling 30" • Blows are per 6"taken with 18"long x 2"O.O.x 1.3/8"I.O.Split Spoon Sampler unless otherwise noted Type of Boring•2'W'Casing❑ 3',4"Casing 0 Hollow Stem Auger ® Solid Stem Auger 0 Notes •Water levels Indicated may vary with seasonal fluctuation and the degree of soil saturation when the boring was taken.The following terms used In the sot descriptions ere based on visual identification:Trace 0.10%,little or few 10.20%,Some 20-40%,and 40.50%. 425 TAYLOR ROAD 23 INGALLS STREET STOW, MASSACHUSETTS 01775 SOIL EXPLORATION CORPORATION NASHUA, NH 03060 (617)897-8737 TEST BORINGS • GEOLOGICAL CONSULTING (803)882-3801 To Pierre A. Belhumeur Dote 5/14/85 Job No. 85-243 Location Ralph's Blacksmith Shop, Northampton, MA Scale 1" = 4 ft. Test Boring B-2 0'0" Ground Surface 0'0" . Hard to firm, dry to damp, fine 12-12-10 sand, some inorganic silt, - 1'6" \ coarse sand and fine gravel, little crushed brick, ash, cinder, and wood. (Fill. ) - 4'6" 4-4-4 - 6'0" -— 4-10-6 - 7'6" 8'6" Yery loose, moist, very fine - 9'61f sand and inorganic silt, trace 1-1-2 root matter and clay. 11'0" 11'0" Hard to firm, moist to wet, 10-19-13 fine to medium sand, little - 12'6" inorganic silt, coarse sand and fine gravel. - 14'6" 1-4-8 - 16'0" - 19'6" 6-7-9 21'0" 21'0" End of boring 21'0" Water level at 10'7" upon completion. Standard Pene ion Test - 140*hemmer felling 30" - Blows are per 6"taken with 18"long x 2"O.D.x 1.3/8" 1.D.Split Spoon Sampler unless otherwis.noted Type of Boring-21/2" Casing 0 31/2"Casing 0 Hollow Stem Auger® Solid Stem Auger 0 Notes -Water levels indicated may very with seasonal fluctuation end the degree of soli saturation when the boring was taken.The following terms used In the tol descriptions are based on visual identification:Truce 0.10%,little or few 10-20%,Borne 20.40%,end 40-50%. 425 TAYLOR ROAD 23 IN ST STOW, MASSACHUSETTS 01775 SOIL EXPLORATION CORPORATION NASHUA. NH 03060 (617)897-8737 TEST BORINGS • OEOLOGtCAL CONSULTING (803)882-3601 To. Pierre A. Belhumeur Date 5/.14/85 Job No. 85-243 Location. Ralph's Blacksmith, Inc. , Northampton, MA Scale 1" = 4 ft. • Test Boring B-1 0'0" Ground Surface 0'0" Hard to firm, dry, fine sand, 20-14-13 some inorganic silt and medium - 1'6" to coarse sand, little fine to medium gravel, little brick, concrete and metal. (Fill. ) - 4'S" 6-11-12 - 6'0" B'0" • :>(///\ Firm, damp, fine sand, little inorganic silt, trace fine _ 9'6" • gravel. 8-.10-10 - 11'0" 12'6" Firm to hard, moist to wet, fine to coarse sand, little inorganic silt and fine gravel. - 14'6" .12-6-8 - 16'0" - .19'6" .16-10-1.1 21'0" - 21'0" End of boring 21'0" Water level at 12'8" upon completion. a Standard Penetration Test - 1400 hammer falling 30" • Blows are per 8"taken with 18"long x 2"0.0.x 1.3/8" I.D.Split Spoon Sampler unless otherwise noted Type of Boring•2W'Casing 0 31/S"Casing ❑ Hollow Stem Auger® Solid Stem Auger 0 Notes• Water levels indicated may vary with seasonal fluctuation and the degree of soli saturation when the boring was taken.The following terms used In the soli descriptions ere based on visual Identification:Trace 0.10%,little or few 10.20%,Some 20-40%,end 40-50%. SOIL` EXPO - - �. RATION C0�!'� \� �" 425 TAYLOR RD. STOW, MA 01775 SMgi_` - P-.5--z¢_3 s E-A r' r 7.--..„:„,_ -___, —r_.,„ ___i _ . 3 1 -.8 r 'L 1 j : a r. _1 �--I L .........-7-i- ' - r- -"1 t'.3; e• : 1 ��� �'S' I sTogl METAL 6u t: y •1 ,� I 6 'I, i7 I:. . • , , • to ;.O. i I -T I 1 - I TC)R`( 6L.00. . I 1 , 6..._.I., 1-- 1 t_"•� /S' 25' Z5' 17' r-- \ 115' `. - I 'PRDPOSECs - 1 UE I o0'-01 I 'r"'i'~ 15U1L.DIV.14 • f N T AT EXT. LoWG. I,) / e r 51..A13 - ----N-- 1 t �ToRY FRAMED BUILay h „ I 50P.114 6 5 To 20' oe REFUSAL 1 i .PRoPrRTI LINE IN NUMOEIZ�C) oRoER 12 . �____. - . I t-�- YI ;LOG A AT 1 ON V- TE5T 60RIN6 PLf\N ,. 36 SMI'T'H sr. AA 1' a 401 NoKTHAMProw , MP OWNEi,: RALPH THOMPSON , RALPH'S 6LAC.K5trtlTH SHOP LNG. • project .. Fa h Pierre A. Belhumeur A.I.A. Architects date 101 lovers lane, box 466, greenfield, MA 01302 si6,/es drawn b3 D SPAULDINO CO., INC. 31.17135 KARL N. HENDRICKSON, P.E ,GEOTECHNICAt ENGINEMING , -- i T 56 BERKSHIRE TERRACE AMHERST,MASSACHUSETTS 01002 ;-!1=1 5 3ee-o p_rr O UTS )o c- W 4 L.L. , , e --r-p+ \11 A- L. �L �) Ilf -"moo F- 1-o ( -2- +o ! S sing Q P T � - a.) illei s o ..bJ Co Oki 4- t2=-.7 "r"T; is; e'2- -ca-0. 6 -T) J�' f3 0 -^' ) J .-1- {�- E 9- I s T 1 S r 0 Wp-(Z X74 �f5( u ����`r Cn t-. U U1 JJ S l U 7-44.. u u l'-& . to U fJ 1), w -i-- LA; 774- 1^_5 LA--r k 1— 1 L I 'T`J. ) (iJDE W �--� : '" �►�� fi-sue A- .1A e Co (2- (zk-c" -A-4/6 U .r4 T c, F ■J, • KARL N. HENDRICKSON, P.E �S GEOTKHNICAL ENGINEEl;INn _ J mil I-�-�-- tERKSHIRFTTRRACE I AMHERST, MASSACHUSETTS 01002 Ln 4ag- c,oqim1 Ij - - C ci T _. ' 2 6I-LL__ �i�'7�R.J IVc� lL )cE f US I V.f14. c,et Li (2, td! ck-ea— v t'fl A-71 0 IVs . lt eFrs 0 ..- 015) 01r_--- 1 c Z)/2, - -- A _nil � � t� �_ e u T -- u.c4i.1/4( /4-P s T-1--g- rc.vi • 4/40 '/y 7 d 1,5-P,cr<1 D2 -jiKeeV6 Az- /�. - �il.d.(� _'..O..c___T - G N 2Ld.C.__. Ce,v7;'4 C7d+2 s 4,4/ ao .c *Q9141 Leta#-R-+ / 7b'(,P 477 4) a// - :'/k rte- 4 77. -.06417i4,et/ -$exic7 s7/C-s, , C ;' .tri'o 5 7 41 Treis ss4ti(v Ape Y�--�--, C .ea.t/a �v�,�'�r"- (h ,t7-( �" 7 • KARL N. HENDRICKSON, P.E GEOTECHNICAL ENGINEERING 36"BERKSHIRE-TERRACE ! i I 'AMHERST, MASSACHUSETTS 01002 • A-aeu'r 1 2 ioUS/54► A-LLo W 1 ti 61 P 02- .; A QA -Tt n tiJ s �.i . 3 UT .. N I-`+ D (o '�S. F: . _ .L�r e L. • s --r-c) A a 0 u-r i t i Ic4 B a- -04- o-r) 7-3--"g-Ai la‘t )-r (IV 0/>) ArT T -J` IV o c-ut "75k 134.6, CA-P, ; CAN $ ) IJCe ' L 7'0 ( A-aoi 0-r . iiSeTSF f -m- 17e.Z c -O U R 14 C-A l/ -? 7'o 2/ TB k L C' o 0-TI �. PROF— k1L.- w ► A- 1,1 1,1 V`? V I P)QA-m,2. ="uc14- 14--s /4- Y GO c.,14.. (3e-o p( LL- t.‘1/ 6 2..A V J-• \D A I It/S w A-7 e-12.,) • Q3tp1cF Fl L L✓ I IJ kA Li ales T )33 077 o Ail r-c36-ri t I U, u.''Q T/,F) /r -T+2 lL U 2A 1-- LL ZT5r 2 --- Q—CP-as Jan mac' A`fc�� KARL N. HENDRICKSON, P.E _ GEOTECHNICAL ENGINEERING - 56-BERKSHIRE-TERRACE _ — �.►L -�I5J—�{�' AMHERST, MASSACHUSETTS 01002 I ! A 3SU AA 7:),=-7 6-•.T.6.4 10 2)uct 4 w►.,'T) Ay co, G. .j d% 3 15 x/151.. --A, 1" S C.4N m 1D M )LL. ' Vera. FL-00 D �2 )& ma c v Lary L= L. - 1J02 IAA 4- - Ltv 105 \t‹:14-2 L'( LU © l l o 145 (19 - UJp-I ea 2e Cr-L-00 p ""))I C.- /44 e Q—* )136) . 13c_um 1N s Tn--t ,.j . C iris j s 14. (.14- •S IZ 1 N A �{ SOS L. I 1J•,e.s l 1 Tt oN ) -- --�A`�`_ �,/Atev J� 1-+ mss.. -.� r�1 ._ce d.(saL_: c:Sv u p --r'c. )•tam T 1 sV, S`Ta� A-1-60 v-r 1 . i(/5/t:..) T WALL. F a s LA rt=rZ Cs`rc7 uM V c.. LLUvl u vti N caZMA I w A--t�-rz. ?A- L . I F k 0'T$) t --x x)N k) y3 (I T —re. C (z-71 (l!JC S C.34 D U 1.I CHI peaces A v2E5, 714- 1, a) e42'6vt~Al2. d ( k2.1' 40 "2" P -1-0/ 13 A%) �l144•I Y cea c Ks 1 LI R_— c) AN O w- Co 1.1 ti s-rikTLy gg-t v L. , IJ i ,r,�t,l. s "� j ► ._. 1) 1s-re s IQ Q I-r~1 /.v A L-Ls . 5 u 1-74- . (v/ - r� - Foe t .( ?Z11 F• V3 L-A C k-n M 1 T 1� 3-i-t P1 `11:1-1 it U i I> A D A 7)1s7 ac's s i //c s a(-6v vc, V/ exi7idn/ we u n Ct? s16 ' Ta,er'.. SA--77ztL r*./11(l. P1. ilCENLJKIL.N. UN, F.t. 1 , ,-- cS1 1.7:)..") •, GEOTECHNICAL. ENGINEERING .- 56 BERKSHIRE TERRACE j u i./,),.— 1 9111)__744---- i A M-.H.ER ST, MASSACHUSETTS eT z 0 1a0.0.2 PA .pas C ..T -1-9 iP 0i.1 1 1 i \ -7* - l + / - 4 I .. ,\. \ ._ W*2 - i -1.—...........• 14 6 IS 7" • – — .......• -7".....1 ,r. ...., h •''''‘ , '". -- Z''..5-1-0,..y- r? -.P.A., irz- i , . I ".7=-..- 4 o (A_F?ux3 - . . . 7,, Fo.,:i_. / .F7 L 1.... , . / -, - •41 , . . 1■I I 0 I_I- . • - 1 1- . . • I . . t ," %■• lkj'•::-.10. ,. • \\ ' \ --- (A-1_L.uvi u P4`)-- . , N .5 '. .''.' K‘j :1' 1/2■ \ \' IV - i 5 1„\ 1 'eV- ' . 6 c.f.. e '..) 2\ . . . \ , \- --- ,A • ' N) -: I '5 \ , \ ..s 41.3 1::1 (/4 l.l.t.P.i. ; .. ....24o ".'.s.'■\ ' _ _ M :7_7_0 _____ __-.' '::,- 1\).'":-' 10 ----=----1 --1. , -,--: ::: <:-: ‘,-A, • 1. i.::;;`, -- VA-ZVaD , . . . . ... -., . . N)= t e .. . . • . ,. . . - 1.. ---11 'ow N .--%- 1,......) ::: „2......e) IV-, 1.4 „ -- • VA ic..v _...- . • C 1_2...y .. _. 4 `. ;. - - - KARL N. HENDRICKSON, P.E. GEOTECHNICAL ENGINEERING 56 BERKSHIRE TERRACE AMHERST, MASSACHUSETTS 01002 0185 ,. Ralph' s Blacksmith ShoD, Inc , Smith St. , N'Hamp u kiF Geotechnical review of preliminary concept. To; Paul A. Belhumeur, A. I .A. (Attn Mr. Drasba ' LO. Lover' s Lane P .0 .Box 4.66 SEP f 1 1985 { Greenfield , Mass . , 01302 OF BMX INSPECTICi Dear Mr. Drasba. MA.01060 I have studied the togs , visited the site , and reviewed the geology and recent history of the area. Before 1938, this area was subject to flooding due to the Mill River, and general flooding as an estuary of the flooded MOS LAKE. The loose soil below the fill is the old flood plain alluvium. There is a great deal more to it , but that is only of historical interest. The Land at present is suitable for flexible buildings that do not show distress due to differential settlement. A building with a requirement of tolerable distortion will require some treatment. I have outlined this treatment in the attached study. The table of contents , below, outlines my reasoning. It Page Items 1 . Sketch Plan and Generalized Boring Logs , 2. Assumptions from togs and study and Outline of Problem. 3. Bearing Capacity (as is ) and (Modified) Procedure for modification. 4. An alternative procedure . Drop Forge , The prob. if there is to be one. 5. Crane Rail Support , If you decide to use the suggestion about excavating and recompacting the soil , I would estimate that it would require at least two visits during construction. I would be glad to consult via the phone if something comes up during design where I might be of use to your structures man. A Last word of caution, a boring only tells what was found in that particular bore hole. Until construction, every thing is just educated guesswork. Thank you for calling on me . OF 4etr. 2-Zzi)?,%,,,e4/ 41,8 Karl N. Hendrickson, P .L. 33 HENDRICKSON rb. I4 9 s4 O a6 c;cluqS - Co 1/v� ::uz 3 -ice` RAV STRUCLRES I \C. DESIG\ / B„ID a GE\ERAL CO\TRACTORS August 10, 1985 EILLILA,172 Mr. Ted Tuhill, Building Inspector SP 1 1 I6 City of Northampton Building Dept. 210 Main Street DEFT F OISPECi►Oh5 MOR Northampton, MA 01060 MA 01060 REF: Ralph's Blacksmiths Dear Mr. Tuhill: As requested we are submitting a copy of the soils analysis for Ralph's Blacksmiths project. If you have any further questions, please call me. Very trul yours, AI-Pt:MA.0 Kenneth A. Rzasa President KAR:cag PO. BOX 239 \ORTHAMPTON, MASSAC-US=TTS 01061 413-586-6102