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Home My WebLink AboutMiscellaneous - 280 GRAY STREET 7/21/2005 07/21/2005 THU 12:07 FAX 1781:. 9406 Litchfield Company (3j002/011 JUL-21-2005 11:32AM FROM-MILLER ENGINEERING 1-808-688-8641 T-828 P.001/010 F-142 MILLER ENGINEERING & TESTING INC$ FAX TRANSMITTAL TO: Qw U l 1 l 4�L .Nate: r ,job Noe Projects a-x� Location: FAX NO. Attached,we are sending you the following: 1P_ Sa v Remarks: THANK YOU, Total No.Of Pages Including Transmittal:_L0_ MIL'LE�R ENGINEERING&TESTING INC. I3y: t r� o \k C MILLER FAX: (603)668-8641 CORPORATE OFFICE: 100 Sheffield Road-PO BOX 4776-Manchester,NH 03108-TEL,(603)668.6016.-FAX:(603)668-8641 SATELLITE OFFICES: 130 East Main St.-P.O.BOX 1 I -Northboro,MA 01532-TEL,(508)393-2607-FAX:(508)393-8490 474 Dorchester Ava.-Boston,MA 02127—TEL:(617)269-8829-FAX:(617)269-8837 07/21/2005 TffTT 11 !.11A r ann Nr)- 7nA7 1 RAni i liuu J LLIUL UN tiUl"j 9G• t L 1lriL `�VUG/ LG/LU Q � G3f.IIt113J iN70d3d r ry o N c� �i a� o - �,•,,.�.,(I � , -�• Ln Ln <o n• U.} Ali � rli I i O r.�.} .0 '^� lid, ,,,, ,7 ....... .. `...`.-- ..._. �.,� ....�.—�_._..,_ .._...•_�.. -..1.._�•_ W. ICS ex Ln LLJ LLJ LL LLJ LL/O�, yam, �F/ _ �� 4 Ln CL CIJ t O �. ---1 -----� - LAJ p rT) CO h. cP n ct r1 N O ' 1W4,)13M !-.8 83NId IN3383d y7 4 V7 Ci ZVH 010/900'd 626-1 P98-899-09-1 9NI433NI9N3 43111HIOU WWII 11 5002-1Z-1nr TTn innn rfi SUUdUlo'J PIDT1401T 190V60LZTSLT XVA 80:ZT IIHI 5009/TZ/LO 07/21/2005 THU 12:07 FAX 178 09406 Litchfield Company 8003/011 JUL-21-2005 11:32AM FROM-MILLER ENGINEERING 1-803-668-8641 T-928 P•002/010 F-142 _1 t:l to 4' I:,EF'IENT r NE R E,1 Vn 4':HT rn • m r 1•I) ,,jT - - _... _..... .. Y '_' --. 1 ^- "i ? {1- ifs � 17 r .•,rl to rrl _ _ ....... . ..; .._. w m 7. I•p F F, I,n '1• I 1 r C: PEPCEviT RET-a1 fl- ' tea C1: R � nv i91 /9AAA TMT s I •ad r.Tnu mn "Ina7 1 tfinn9 310 CUR: DEPARTMENT OF ENVIRONMENTAL PROTECTi 15.255: continued (a) The retaining wall shall be constructed of reinforced concrete,shall have no weep holes,and shall be waterproof. (b) The retaining wall shall be designed by a Registered Professional Engineer,who shall certify that the above condition is met by the submitted design. (c) The upgradient side of the retaining wall shall be waterproofed. (d) Construction of the retaining wall shall be supervised by the design engineer, (e) An as-built plan shall be prepared and certified by the design engineer that the wall has been constructed in accordance with his approved design plan. (f) The elevation of the top of the retaining wall shall be no lower than the"breakout" elevation,which is the elevation of the top of the two inch layer of 1/8 inch to%inch washed stone aggregate cover. (g) The distance from the wall to the edge of the leaching area should be at least ton feet. (3) Fill material for systems constructed in fill shall consist of select on-site,or imported soil material. The fill shall be comprised of clean granular sand,fine from organic matter and deleterious substances. Mixtures and layers of different classes of soil shall not be used. The fill shall not contain any material larger than two inches.A sieve analysis,using a#4 sieve, shall be performed on a representative sample of the fill.Up to 45% by weight of the fill sample may be retained on the #4 sieve. Sieve analyses also shall be performed on the fraction of the fill sample passing the #4 sieve, such analyses must demonstrate that the material meets each of the following specifications: SIEVE SIZE EFFECTIVE %THAT MUST PARTICLE SIZE PASS SIEVE # 4 4.75 mm 100% #50 0.30 min 10%_ 100% #100 0.15 mm 0%- 20% #200 0.075 ram 0%- 5% A plot of the sieve analyses of the portion of the sample passing the#4 sieve shall fall on or between the lines on the following graph: F`Wffl(l Fz (-�JZE= J- #200 #100 #50 04 Sieve Size 100 90 80 70 60 n_ W r)o 1 40 LI 0 n_- 30 20 10 0 Micron 60 200 600 2 6 10 MM 12/27/96 310 CMR-531 i 07/21/2005 THU 12:08 FAX 178, 99406 Litchfield Company' Ia004/011 JUL®21-20055 11:32AM FROM-MILLER ENGINEERING 1°609-668-8641 T-929 P.003/010 F-142 Wed Jul 20 15x53:01 2605 Page 1 GEOTECHNICAL LABORATORY TEST DATA Project : 280 GRAY STREET,N AlWYEA MA Filename : L050533A Project No. : 05,333.NH Depth ; 0-10 INCH$ e1cv4eion N/A Boring No. N/A Teat Data : 7.20.05 Teased by DM/BM Sample No. LOSOS33A TtAmt Method : ASTM checked by ; BC r Location : IN PLACE MATMAL " Sail Description = SAND Remarku x 1YTLR 5 SAND Pima SIRVE SET slave sieve OpMndAgs Weight Cumultwive 8=scant Mesh inches Millimeters Ret,71ned Weight Retained Finer (9m) NO (t) 04 0.187 4,75 0.00 0.00 100 #10 0,079 2.00 18.00 18.00 95 1120 0.033 0185 85.10 73.10 80 if40 0.017 0143 89.70 162.80 56 050 0.012 0.30 55.70 218,50 41 060 0.010 0.25 28.90 241.40 3i- #100 0.006 0.15 56.60 303.90 16 #200 0.003 0.07 43,30 347.20 6 Pan 22,70 369.90 0 .... - To[al Weight oJ! Sample ,: 369.9 Tare Weight . 0 ''.....,. Maiature content z 0 DOS 4-.1174 mm \V'< -S �+ D60 0.4766 mm �/ L1 T)50 0.3700 mm G�,C>ti 1 1 ',�C _7 ! t`c U �.' . �.._. D30 ; 0.2253 mm 010 010 s 0.0938 mm Soil elasailicanion ASTM Group Symbol ; N/A ASTM Group Name N/A AAsHTO Group Symbol A-3(0) AA81T'3'o1 GrauP Name : Sine Sand 67/2'1/2 06, TATT 9 9 t A4 r JnA Mn- 7AR7 1 0 nf)A 07/21/2005 THU 12:08 FAX 178," 09406 Litchfield Company Cj005/011 JUL-21-2005 11,39AM FROM-MILLER ENGINEERING i-603-666-8641 T-926 P.004/010 F-142 i �i Wed Jul 20 15:51:28 2005 cage 1 GWTBC$NICAL LABORATORY TEST DATA Project : 280 GRAY sTRRRT,N ANDOVER,MA Filename : LOS0533A Pt4jece Na. 05.233,NH Depth t 0-18 INCHS Elevation N/A Boring No. N/A Test Date : 7-20-05 Tf-oted by DM/PM Sample No. !.0505331 Test Method : As'A4 Checked by BC Location : IN PLACE MATERIAL. Soil Description : SAND Remarks TITLE S SAVD r COARSE SIM SET siove Sieve openings weishr cumulative Percent s Meth Inches Millimetets Retained Weight Retained Finer (9m} 44m} ca} 1.511 1.500 39.10 0.00 0.00 100 1. 1.000 25.40 267,60 287.60 95 a.IV 0.752 19.10 42.40 330.00 94 0.5" 01500 12.70 82.30 412.30 93 ,0.375tt 0.375 9-52 71.30 483.50 92 T}q O.ltt7 4.75 161.90 445.50 99 Total Wpighe Of Sample - 5701.6 Tare Weight - 0 PINE SIEVE SET sieve SiOVC openings Woighu CumulativC PercEne Mcuh Inches MillimeGCSa Retained Weight Retained Finer (gm) (gm) 60 q;;Lo 0 079 2.00 igloo 18.00 85 020 01033 0.85 55.10 73.10 71 #40 0.017 0143 89.70 162.80 50 i 050 0.012 0.30 55.70 210.50 36 1 #60 0.010 0125 28.90 247.40 29 9 i 4100 0,006 0.15 56.50 303.90 f.6 1200 0.003 0,07 43.30 347.20 5 Pan 22.70 369.90 0 Total Weight or; sample = 369.9 Tase Weight 0 Moisture Content - 0 DOS 2,3050 mm D60 s 0.5913 M D50 0,4286 mm D30 0.2538 (AM DI5 0.1416 mm D10 0.1008 mm Soil clacri.gicati6n ASTM Group Symbol N/A A9TM Group Name N/A AA5$TO Group Symbol : A-1-b(0) AASKTO Groups Na(AP stone Fragments, Gravel and Sand 1)7 191 i9nnf; TMT 11 .3d C.TnR wn_ 7 nA71 171 AAA Final Construction Inspection - T )t 1 Gray Street Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur[lisal @millriverconsulting.com] Sent: Friday, July 22, 2005 11:15 AM 1 To: Sawyer, Susan; amcbrearty @millriverconsulting.com; DelleChiaie, Pamela; dano @millriverconsulting.com C on - Str eet I p . Lot 1 Gray Str � Subject: FW: Final Construction Ins e ti This final inspection is for today, 7-22 at 4:00. Lisa LeVasseur Mill River Consulting Yemr°Complete Sourcefior Ons°ite Wustewaler/llanai ernent 2 Blackburn Center Gloucester, MA 01.930-2250 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.nli1lrivercoiisulting cAoin. -----Original Message----- From: DelleChiaie, Pamela [maiIto:pdellechiaie @townofnorthandover.com] Sent: Thursday, July 21, 2005 4:36 PM To: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail); McBrearty Andrew (E-mail) Cc: Sawyer, Susan; Grant, Michele Subject: Final Construction Inspection - Lot 1 Gray Street Please schedule a final const. inspection here and let us know when all set. Skip's number is: 978.664.2126. Thank you. 8asf Ragards, PuH,raBl►A000064ia110 Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA 01845 978.688.9540-Phone 978.688.8476-Fax http://www,townofiic)rthan over.(;oni healthdept @townofnorthandover.com 7/22/2005 DelleChiaie, Pamela Subject: Updated: Susan & Michele-Final Grade Inspection - Bob Innis/NEES Location: 240 (aka-Lot 4) Gray Street Start: Mon 8/8/2005 12:00 AM End: Tue 8/9/2005 12:00 AM Show Time As: Tentative Recurrence: (none) Meeting Status: Not yet responded Required Attendees: Sawyer, Susan; Grant, Michele Optional Attendees: McGuire, Mike Importance: High 8/5/05- Not ready for FG Inspection. Change to Monday, per Susan @ 1:45 p.m. Note: Check out Lot 1 Gray Street while you are out there. They have not called as of today(Friday) but may be ready...... Setup FG Inspection - Per Susan's request 8/4/05 @ 1:30 p.m. -she spoke with Bob Innis Note: Ben needs to change some things on the As Built So, the comments below show he did it, but it is not the full filled out sheet. He probably hasn't sent it. Susan -----Original Message----- From: DelleChiaie, Pamela Sent: Wednesday, August 03, 2005 8:52 AM To: Sawyer, Susan Subject: FW: 240 aka Lot 4 Gray Street I don't know if you received this in the Word format or not. If you have it, can you send it along,just in case I get it from you before him. Tx! P -----Original Message----- From: DelleChiaie, Pamela Sent: Wednesday, August 03, 2005 8:50 AM To: 'Andy McBrearty' Subject: RE: 240 aka Lot 4 Gray Street Hi Andy, I cannot open your attachment. Can you send it in Word format?Thank you. -----Original Message----- From: Andy McBrearty [mailto:amcbrearty@millriverconsulting.com] Sent: Tuesday, August 02, 2005 5:09 PM To: DelleChiaie, Pamela Cc: Daniel Ottenheimer (E-mail); Lisa LeVasseur(E-mail) Subject: Re: 240 aka Lot 4 Gray Street Hi Pamela, I thought we sent this, but ... Here is the Final for Lot 4/240 Gray Street. There were a couple of issues 1 herc; Sue noted that the fill around the tank was unacceptable, and needed to be removed. At inspection time, it was still there. My bet is that he did not remove it. Sue and I talked about this a week or so ago. He did not use stone under d-box. I let this pass,but requested that he install speed levelers on D-box and hydraulic all pipe junctions to the tanks and d-box. The original design did NOT require a barrier. Innis did not cut chambers, so his field is longer than the design called for. I talked with Ben Osgood and Ben was supposed to stake out the edge of the fill so that breakout is met. You might check with Ben on this before final grade inspection. -andy DelleChiaie, Pamela wrote: Hello, Can you send me the Final Construction Inspection Report for the above? I have on record that the request came in on 6/27/05, but I don't show anything in e-mail coming in. Thanks! 4610st q.004Ads, Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA 01845 978.688-9540-Phone 978.688.8476-Fax �511tt jjj Ld-ov er se o i i i> W 1 th-a c t.@),t o h A P A L)N1 Q L,CQ 1 n, j 11 iffl tQ:.h('�d,0 A&p i @ L(1)Ll_0 C,lo-Et 11 a x1d 9 Q o i:n- t 2 i i d C N N N �'• 0 A OON OQ', _ 0 0 C) rn I-o d�7 FN arc? ., rn 0 0 o CI r, ..— o tp (10' N { ��-- a 1 171 pr�Gy m Q' Z V O � z V+ Q 1 ` 1 a I a�Q o f) � O fP i K l t C• A � � 1 wrt C O C itI t7 b O O CD t7' i G b H a ro ?� r•• : Ir uc o, 0 0 � 0