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HomeMy WebLinkAboutBuilding Permit #181 - 120 WATER STREET 9/4/2005 NORTH q BUILDING PERMIT o ttylD q,0 TOWN OF NORTH ANDOVER ,�� 4�..,`- _A .6 °� APPLICATION FOR PLAN EXAMINATION * 0- ,� Permit NO: Date Received �,gp�RAr D,�icy SSACHUSE Date Issued: IMPORTANT: Applicant must complete all items on this page i .LOCATION P nt i' PROPERTY OWNER'., i'?rint `MAP NO: ;PARCEL: .ZONING DISTRICT- is#oric-District . no i aw000'Ma h-inie`Shop Village s A TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential j New Building One family 4 Addition VLA Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic,, well, - Floodplain - Wetlands Watershed, fW ater/Sewer DESCRIPTION OF WORK TO BE PREFORMED: e6t4 079 5 e._� � . S! 7�F a dL�C- of 10/,6.tir. Identification Please Type or Print Clearly) Ii OWNER: Name:! � 44P-a0�� ►curs LI-e- Phone: CID i�JaD ST,5ihI60e4H . Address: ' L/rd`AE zm—� CO;NTRATOR Name: Pffi R71 hone .. Address: , lc `. y -zg j Supervisor's Construction License " 23r Exp. ,,Date.' Z .._ I-lorne"lmprovementLicense: ?�P. te: ARCHITECT/ENGINEER ",tj a Phone: g?v���'S-!®/29 Address:1A �.. At. g 5—r D/-YSbReg. No. `3q ee FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: E?%;Qgr Receipt No.: NOTE: Persons contracting with unregistered contractors do not have acces to ar fu d gnature of AgentlOwrier: Signature of contrad to Y : M. Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE AP ROVED PLANNING & DEVELOPMENT E00 COMMENTS p r CONSERVATION Reviewed on ( Signature COMMENTS j� ( � qg { HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: v g Located 384 Osgood Street F1REI DEPARTMENT Temp.Dumpster-on site; yos` -no . Located'at 124'Main-Street ,. Fire Departmenf signature�date71 n W s . r COMMENTS.. p - i' Dimension : Totals square feet of floor area Number of Stories q , based on Exterior dimensions. I Total land area; sq. ft.: E ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C.'And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 Location A2106�7r� S?-- No. Date NORTH TOWN OF NORTH ANDOVER ►�. a ` Certificate of Occupancy $ MU Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # -34 2 + 500 Buildinginspector �®RT9y TONM of And 0 . No. 0 o dover, Mass., O LAK COCHICHEWICK V x,95 RATED BOARD OF HEALTH PERMIT T. D Food/Kitchen Septic System � BUILDING INSPECTOR XC 6L Ale A"�� MI,A .���.THIS CERTIFIES THAT........ ............................................... ......... ............................................................. Foundation �i J � has permission to erect........................................ buildings on....r .® G�-'�t �.- ............................................................. Rough to be occupied as..........:...... /701'0 ...C1!�g '— �.f... &dL/ �" " .� Chimney ................ ....................................... provided that the person accepting this permit shall in a ery respect confor to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough ..... .. ..:................ Service BUILDIN INSPECTOR Final Occupancy Permit Required to Occupy Pudding GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wahl To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. N The Commonwealth of Massachusetts Department of Industrial Accidents r Office of Investigations r I lftt;.i 1 600 Washington Street Boston, MA 02111 r 7 www mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /� Pleme Print l..et?ibiy Name(Business/Organization/lndividual): / �M 5 nzLG� 7j7 Address: �� `�OW l f O-c7- City/State/Zip: hvlkllel' f M 0/�/O Phone#: Are yon an employer?Check the appropriate box: Type of project(required): I aro a employer with /,< 4• ❑ 1 am a general contractor and 1 6_ ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1-ant a sole proprietor or partner- listed on the-attached sheet. I 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp,insurance. 9. Building addition [No workers'comp,insurance S. ❑ We are It corporation and its required.] officers have exercised their 10.© Electrical repairs or additions 311 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.[] Roof repairs 1 1 insurance required.] r employees. [No workers13.M OtherA&Aa 1D/ &05 viz. comp.insurance required.] *Any applicant that checks box#I mttat also fill out the section below showing their workers'compensation policy information. t Muua uwuets who sub4nhlhr s affidavit indicating they tuc&6r.all work slid then hire outside ountnrcion mast submit a new affidavit indicating such. 3Contrac4ors that check this box mast attached an additional sheet showing the name of the sub-Conttactots and their workers'Comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: r l" �CC. —1Gl5 G�.f /j c° e ik Policy#or Self ins.Lic.#: d0 Expiration Date:_ Job Site Address: !7?7Q1� City/State/Zip: Al. T`R-018 Attach a copy of the workers' compensation policy declaration page(showing the policy nnmber and expiration date). Failure to secure coverage as required under Section 25A of MGL C. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of STOP WORK ORDER and a.fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under the p--4�dnd penalties of perjury that the information provided above is t re and correct. i ature: d%�/ �_ Phone#: .7 7,F 7/,.-) -tJ`Z3 Official use only. Do not write in this area,to he completed by city or town of kiai City or Town; Permit/Licen4e# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person, Phone#; A-A)tOVOZ) MA- 09/0 /2008 15:58 9789757596 SEGREVE HAL PAGE 02/03 ..� Q001 ARBELLA INDEMNITY INSURANCE COMPANY WORKERS ' COMPENSATION AND EMPLOYER'S LIABILITY POLICY INFORMATION PAGE Policy Number: 0049480508 Renewal of: 0049480507 1 . Named Insured and Address: Agent Code: 0 020 DELOURY CONSTRUCTION INC. ASEGREVEgent mAddress� HALL INS . ASSOCIATES 46 LOWELL JUNCTION ROLA 305 NORTH MAIN STREET ANDOVER, MA 01810 ANDOVER, MA 018.10 Namedinsured is: Corporation Other workplaces not shown above: 2- Pnliry nn ri.od: From: 05/07/ 58 To: 05 07 09 12 :01 A.M. standard at address of named insured 3 . A. Worker' s Compensation Insurance: Part One of the policy applied to the Workers' Compensation Law of the states listed here: MA B. Employers .Liability Insurance: Part two of the policy applies to work in each state listed in Item 3 .A. The limits of our liability under Part Two are : Bodily Injury By Accident $500, 000 Each Accident Bodily Injury By Disease $500, 000 Each Employee Bodily Injury By Disease $500, 000 Policy Limit C. Other States Insured: Part Three of the policy applies to the states, if any, listed here: D. This policy includes these endorsements and schedules WC00-04-06 WC00-04-14 WC20-01-01 WC20-03-01 WC20-03-02 WC20-03-03 WC20-03-06 WC20-04-03 WC20-04-05 WC20-06-01 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required on -the attached extension of Information Page is subject to verification and change by audit. Total Estimated Minimum Premium Deposit Premium Annual Premium $500 . 00 $6, 591 . 07 $27, 317. 61 I The premium adjustment period is annual. Countersigned by Date WC 00 00 01 A i 9/02/2008 15:58 9789757596 SEGREVE HAL PAGE 03/03 -1-04 rAA x]002 ARBELLA INDEMNITY INSURANCE COMPANY WORKERS' COMPENSATION AND EMPLOYERIS LIABILITY POLICY Extension of INFORMA'T'ION PAGE MASSACHUSETTS Premium Basis Rate Per Estimated Total Estimated Code No. Classifications $100 of Annual Annual Remuneration,neraton Rem uneration Premium 6217 EXCAVA'T'I0N & DRIVERS 450, 000 .00 4 , 19 18, 855 . 00 5606 CONTRACTOR-EXEC.SUPERVISO 150, 000 .00 1 ?0 8742 SALESPERSONS 2 , 550 . 00 RA7n ri,,ERTCAL DRAFTING 120, 000 . 00 .0 .20 240 . 00 9037 ARBELLA RATE DEVIATION - 90� S2, 000.00 0.12 62 .40 0. 10 - 7 2 980 INCR, EMPL. LIAL�. LIMITS ( , y70 . '74) 1 . 00 195 .37 Total Manual Premium: Experience Modification Factor19, 732 . 03 1 . 17 3, 354 .44 Standard Premium; ARAP Adjustment ; 23, 086.47 Premium Discount : 0.063 1'15 3,462 .97 (1, 190 - 87) Expense Constant : 0900 25, 358 .57 318 . 00 Total Estimated Annual Premium; DIA Assessment : 25, 676. 57 Terrorism: 9740 5 . 1, 409. 44 0 .0033 231. 60 Annual Deposit Premium: MA $ 27, 317. 61 If installments elected: DepoRi.r. pr.Pma.u.m, $6,591. 07 Installment Payment Schedule: 06/07/08 52 ,.590.82 07/07/08 $2, 5g0 . B2 /07/08 09/07/08 $2, 590 . 82 10/07/08 $2, 590.82 08 08/07/08 $2 , 590 .82 12/07/08 $2, 590 .82 01/07/09 $2,590. 80 $2, 590 . 82 This schedule forms a part of the policy to which it is attached. WC 00 00 01 A ii OFFICE OF BUILDING INSPECTOR air TOWN OF NORTH ANDOVER COMMUCTNCONTROL PROJECT MUtilwa: PROJECT LOCATION: 120 WAcr6L dagaer NAME OF BUILDING: 'NATURE OF PRW f4u, IN ACCORDANCE WITH ARTICLE 116 OF THE-MASGACHUSETTS STATE BUILDING CODE I, IJ t!cTHn l REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEERIM"NTECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED Tim PREPARATION OF ALL OESIGN PLANS, COMPUTATIONS AND SPECIFICATKM CONCERNING: nn ENTIRE PROJECT D ARCHITECTURAL O STRUCTURAL. MEC U W4NICAL FIRE PRCnT=ONMACTRICAL � Q OTHERsPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE SM OF MYKNOWLEGE,SUCH P'IAWS, COM"ATiONS AND SPECIFICATIONS MEET THE APP UCABM PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE 040INEERING PRATICES: AND APPLICABLE LAWSAND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY, I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND S EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO Dl TEFMNE THAT THE WORK IS PRO( DING IN ACCORDANCE WITH THE'DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SIOU BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0• 1 Ra�iew,fore confiormanoe to the deelUrt oataept,-shop samples and other eubmittais Which are eubmMW by the cWI acW in aowrdwm%v tth the r"—1 emenls of the construction docarnla ft 2. Review and approved of the Quality contrd procedures for all*xbq"Ared nor died materials. 3. Ae pneeent at intervafs apprqxUft to_the stageof cmwbuctWn to beo mft gnrurdly familiar wide program and 4usllhr of the work And to detem*m,in gw al,K the worts iebeing performed in a marvw corwMaterrt wtth the cormb uttan documents.. PURSUANT TO SECTION 1183.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENTCOMMSIM TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO Tw SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR SKMTURE Q SU13SCR! EOy7RN TO BEF ME-THtS j DAY OF cf/ ) , AWARY PUBLIC MY COMMISSION EXPIRES '�' `l:t>s;actatr,cti� - (}tit Briant nt n(Ptrhiii `+afch Birartl til•Bnihlin R trl rtrnn, :mall Slaratlartfc r:Ofi.irtiCi;i_>ti ._ _•7'.;i53f .__.-,_"l5£ - . License: GS 82319 Restricted to: CO C=RANK H MCLEAN y r a 25 ZOAR ST METHUEN, MA 01844 , Expiration: 611512010 < • msvii a ni,i 7r-: 28191 PARKING 5' FROM FAC E 0 F WALL TOP E.F. SHEA 39 RETAINING WALL BLOCK, TYPE AS NOTED. 39 12" OF 3/4 CRUSHED STONE BEHIND WALL FOR DRAINAGE 45 4" PERFORATED DRAINAGE TILE 45 BASE BLOCK 10" MIN BELOW GRADE 60 6" GRANULAR cy BOB LEVELING PAD ��a KENNETi G WOODS fes--- S 5' � yoF�G/STir Flo ssr�NAL CROSS SECTION — GRAVITY WALL NOTES: 1. CONCRETE: 3,000 PSI MINIMUM AFTER 28 DAYS. 2. FACE TEXTURE IS NORTH SHORE GRANITE. 3. TURNING RADIUS 15 FEET. 4. 1" SETBACK PER ROW ON A STRAIGHT WALL(ANGLE OF BATTER 3.6') CURVEDWALL 1-2.7" PER ROW. 5. CORNER BLOCK CUT FOR USE ON LEFT AND RIGHT SIDE. 6. BASE BLOCKS TO BE INSTALLED SO THAT BACK OF BLOCK IS 1/2- LOWER THAN FRONT. 7. INSTALL WITH RUNNING BOND. 8. PROVIDE WEEP HOLE THROUGH FACE OF WALL EVERY 50 FEET. NOT TO SCALE Design Consultants, Inc. EAST MILL O A 4KENNETH A.WOODS P.E. Consulting Engineers and Surveyors NORTH AND 0 VE ROeseeoeeeesoeee� 18 TEMPLE STREET DESIGN CONSULTANTS BUILDING NEWBURYPORT,MA.01950 265 h=IPORD 2MCK 17 TELEPHONE 978-985-6129 .gnWRVFfJJ?. MA (M&q k-onsutnng tngtneers _'(1i N1FI)F0�RI) STKFFT SoMFRV11.1-F, M A 0214, August 7, 2008 I Rb W11:1,NI KWER David Steinberg RCG North Andover Mills, LLC 16 High Street North Andover, MA 01845 RE: East Mill Phase IIA Site Work North Andover,MA Geotechnical Report Dear Mr. Steinberg: DESIGN CONSULTANTS,INC. (DCI)is pleased to submit this Geotechnical Report for the above referenced site. This report summarizes the site geotechnical investigations, initial analysis and recommendations for the proposed foundation design and construction to RCG North Andover Mills, LLC, for the proposed parking lot,retaining wall, drainage facilities and culvert construction. The proposed improvements are shown on the contract drawings for the project by Design Consultants Inc. The analysis and recommendations given in this report are subject to the General Notes attached herewith. Site Descrintion and Background The site is a relatively flat parcel located in an urban area straddling Cochichewick Brook in downtown North Andover. The NRCS classifies the site soils as approximately 80% urban land with 20% Woodbridge fine sandy loam. The depth to water table in the area was found to be variable with significant areas of perched groundwater. The test pits revealed that the parent material is generally defined as glacial till. The parcel is currently occupied by an old mill building complex with a pond. Concrete and brick fragments and some old asphalt were found in the fill material at the site. Organic materials and wood were generally not encountered. Subsurface Investigations Eight test pits were advanced at the site on August 6, 2008, by West Meadow Construction Corporation. The boring locations were set in the field by DCI. and are shown on the attached Plans. The test pits were excavated with a small backhoe and the soils were logged and evaluated by a DCI engineer. Test pit logs are included at the end of this report. The pits were generally shallow to a maximum of six feet in depth. The intent of the investigations was to ascertain the adequacy of bearing material for the retaining wall and to evaluate material to be excavated for the culvert to see if it may be used to backfill the retaining wall, and what angle of internal friction may be used for design if the onsite material is used to backfill the retaining wall. In general the soil horizons found contained glacial till based fill, and glacial till that was considered to be dense to very dense. These materials were mostly classified as sandy loam and loamy sand PA2007 Projects\2007-023 High St No Andover\_Documents\.Soi1s\4-7-08 21 High Street-Geotech.doc with angular stone fragments. This material will generally provide adequate bearing and be able to serve as common fill behind the retaining wall and under the parking areas at the site. There was some silt loam till with some clay content( bluish grey material with iron staining) found near the pond at test pit# 8. This material will be relatively difficult to spread and compact properly and we do not recommend using this silty/clayey material behind the retaining wall. It may be used beneath the parking lot if it is spread and compacted with rolling equipment,and may be used in the landscape areas. Significant amounts of groundwater was found as noted in some of the test pits particularly at the South parking lot, however this is not considered to represent a saturated water table. Retaining Wall Recommendations DCI recommends using gravity block wall on grade with shallow footings bearing on undisturbed glacial material or compacted granular fill over the glacial material. Any existing organics and building debris are considered unsuitable and should be removed from beneath the retaining wall foundation. The allowable bearing pressure is 2 tons per square foot(tsf). Gravel foundation leveling pad should be a minimum of two feet wide and rest at least two feet below the finish exterior grade. The wall blocks should rest on a 6 inch thick layer of sand and gravel or crushed stone placed over a compacted or proof rolled subgrade and/or compacted granular fill. Recommended granular fill gradations are given in Table 1. Free draining wall drains consisting of 4 inch diameter perforated pvc or corrugated polyethylene pipe surrounded with 6 inches of crushed stone wrapped in non-woven filter fabric (Mirafi 140N or .approved equivalent) is required behind the bottom of each wall. If the onsite common fill is used behind the wall the angle of internal friction for wall design should be taken as 30 degrees. If granular backfill is brought on to the site the angle of internal friction for design may be increased to 34 degrees. Seismic Investigation The site soils are not considered to require a liquefaction evaluation pursuant to the Massachusetts Building Code. Subarade Preparation Remove existing fill and unsuitable materials beneath the wall location and within the area of a 1 foot horizontal to one foot vertical slope from the bottom of the foundation down to the subgrade elevation. PA2007 Projects\2007-023 High St No Andover\_Documents\.Soi1s\4-7-08 21 High Street-Geotech.doc Prior to foundation preparation, proofroll the wall area with a minimum of four passes of a vibratory drum roller with a minimum weight of 3,000 pounds. Where weaving is observed the soil should be excavated down to firm natural material and replaced with compacted sand and gravel or granular fill. Do not'place fill over frozen soil. All structural fill shall be compacted to a minimum 95%of maximum dry density as determined by Modified Proctor Tests (ASTM D-1557, Method Q. Fill materials .should meet the minimum gradation requirements in Table 1. Maximum lgose lift thicknesses are given in Table 2. The more granular materials at the site might meet the requirements for granular fill, however it is anticipated that the siltier more cohesive material at the site may not meet the requirements for granular fill. The information given above should be sufficient for your use in design of the retaining wall, drainage facilities and parking lot. Please call at 617-776-3350 if there are any questions regarding this material. i Sincerely yours, M�! DESIGN CONSULT AN S, INC. hoc Conrad C. Nuthmann, PE Senior Project Manager �M4 PA2007 Projects\2007-023 High St No Andover\_Documents\Soi1s\4-7-08 21 High Street-Geotech.doc i TABLE 1 RECOMMENDED USE AND GRADATION CRITERIA FOR FILL MATERIALS 21 HIGH STREET North Andover,Massachusetts USE OF FILL MATERIAL Granular Fill: Below bottom of wall. Sand-Gravel: 3 foot laterally behind walls. Crushed Stone: Below bottom of wall and drain line backfill. GRADATION REQUIREMENTS Sieve Size Percent Finer by Weight Granular Fill: shall be free from ice and snow,roots,sod,rubbish and other deleterious or organic matter. Granular Fill shall conform to the following dation requirements. 2/3 of the loose lift thickness 100 No. 10 30-95 No. 40 10-70 No. 200 0-15 Sand-Gravel: shall consist of durable sand and gravel and shall be free from ice and snow,roots,sod, rubbish and other deleterious or organic matter. Sand-Gravel shall conform to the following gradation requirements. 3 inch 100 1/2 inch 50-85 No. 4 40-75 No. 40 10-35 No. 200 0-8 Crushed Stone: shall consist of durable crushed rock or durable crushed gravel stone and shall be free from ice and snow,clay,loam and other deleterious or organic matter. Crushed Stone shall conform to the following adation requirements. 1 inch 100 3/4 inch 90-100 1/2 inch 10-50 3/8 inch 0-20 No. 4 0-5 No. 200 0-1 PA2007 Projects\2007-023 High St No Andover\ Documents\Soils\TABLE l.doc TABLE 2 COMPACTION METHODS Compaction, Maximum Maximum Loose Lift Minimum Number of Method Stone Thickness Passes Size* Below Less Below Less Structures Critical Structures Critical and Area And Area Pavement I Pavement GRANULAR FILL, SAND-GRAVEL FILL Hand-operated vibratory plate or light 4" 6" 8" 4 4 roller in confined areas Hand-operated vibratory drum rollers 6" 10" 12" 4 4 weighing at least 1,000# in confined areas Light vibratory drum roller minimum weight minimum dynamic 8" 12" 18" 4 4 at drum 3,000# force 10,000# Medium vibratory drum roller minimum weight minimum dynamic 8" 18" 24" 6 6 at drum 10,000# force 20,000# * And no more than two-thirds(2/3) loose lift thickness. PA2007 Projects\2007-023 High St No Andover\ Documents\Soils\TABLE Ldoc General Notes 1. The analyses and recommendations submitted in this report are based in part upon the data obtained from subsurface explorations. The nature and extent of variations between these explorations may not become evident until construction. If variations then appear evident, it will be necessary to reevaluate the recommendations of this report. 2. Water level readings have been made in the test pits at times and under conditions stated on the logs. These data have been reviewed and interpretations have been made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall,temperature, and other factors occurring since the time measurements were made. ' 3. In the event that any changes in the nature, design or location of the proposed walls are planned,the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing by Design Consultants,Inc(DCI). It is recommended that this firm be provided the opportunity for a general review of final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. 4. This soil and foundation engineering report has been prepared for this project by DCI. This report is for design purposes only and is not sufficient to prepare an accurate construction cost estimate. Contractors wishing a copy of the report may secure it with the understanding that its scope is limited to design considerations only. PA2007 Projects\2007-023 High St No Andover\ Documents\Soils\TABLE Ldoc SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-1 Ground Surface Slope 30 % Time Depth Texture Consistence Color Mottles Comments . (inches) Or Density Dark 0-16 LoM Medium Brown No 16-30 Sandy Light Till fill w some L am Dense Brown No stones and brick Refusal @ 30" dense > t { f b r 5 a { > • SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA - Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-2 Ground Surface Slope 30 % Time 10 am Depth Texture Consistence Color Mottles Comments (in ches) Or Density 0-6 Loam Medium Dark None Brown 6-48 Loamy Dense Light None Till w angular stones wn H2O seeping in fl ------------------------ : I 1. 1 �. .._.. 3 .. .. .. ..1. E r Z i SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-3 Ground Surface Slope 30 % Time 11 am Depth Texture Consistence Color Mottles Comments (inches) Or Density 0-16 Loam Medium Dark Brown No 16-24 Loamy Dense Brown No Till Fill H 2 o @ 24" ; . i r i t t � i t i • `SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit—TP-4 Ground Surface Slope 30 % Time Depth Texture Consistence Color Mottles Comments inches Or Density 0-8 Loam Medium DarkNoNo 8-36 Sandy Light Till Fill w layer of Loam Dense Brown No dark gravel & daRK FIN sand H 2 @ 36" i i i . i , : t SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-5 Ground Surface Slope 30 % Time Noon Depth Texture Consistence Color Mottles Comments inches Or Density Dark 0-6 Loam Medium Brown None 6-16 Loamy Dense Dark None Sand & Brown Gravel Ver Light Till 16-48 Sandy . y Loam Dense Brown None No groundwater 3 t 5 r r t '. .. _. i....: _....... .:..... ... ....E ... ... .. y E w t ! 1 r y r t : t I , f I , SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, -9A- Weather AWeather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-6 Ground Surface Slope 20 % Time 12:30 Depth Texture Consistence Color Mottles Comments inches Or Density 0-12 Loam Medium Dark Brown None 12-36 Loamy Very Dark Gravelly Fill None 36-48 Sandy Light Dense None Till No H2o observed r , , i i : � 1 I f : 1 I : , • SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test pit—TP-'? Ground Surface Slope Flat % Time 1 Pm Depth Texture Consistence Color Mottles Comments inches Or Density 0-6 Loam Medium Brown None 6-12 Old Black None Asphalt Loamy Dense Light 12-18 Sand Brown None Fine Sand 18-72 Loamy Dense Dark Sand None Gravelly No H2O observed t , s � E r , i 1 y SOIL TEST PIT LOG FORM Project: 21 High Street Test Pit Logged By: CN Location: North Andover, MA Weather Conditions Overcast Method of Excavation Backhoe Date: 8-6-2008 Test Pit TP-8 Ground Surface Slope Flat % Time 2pm Depth Texture Consistence Color Mottles Comments inches -. OrDensity 0-6 Loam Medium Dark No 6-18 Loamy Sand Dense Varies No 18-36 Sandy Dense Light No Loam Brown 36-60 Sandy Medium Grey No Loam No H2O observed ,.. ! j i t 1 , e i , L_.