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Home My WebLink AboutCorrespondence - 474 SALEM STREET 11/9/1998 ��00&A W(qa) h&_ Professional Land Surveyors&Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 November 9, 1998 Mr. Sandy Starr, Agent Town of North Andover Board of Health Town Hall North Andover, Massachusetts 01845 RE: F 11074 492 Salem Street North Andover, MA Dear Ms. Starr: Accompanying this letter is an Application, check and plot plan for soil testing at 492 Salem Street (Map 38 Lot 2) North And- over, Mass. Please arrange the test date with our soil evaluator, Mary Godwin, directly. She may be reached at (978)282-3138. Thank you for your anticipated cooperation in this matter. Very truly yours, - James H. MacDowell JHM/tlm Enclosures cc: Joseph Pelich Mary Godwin 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 TELECOPIER: 978-531-5920 E-MAIL: elsai @prodigy.net Town of orb Andover � ��RTH OFFICE OF 4Qkt"`o COMMUNITY DEVELOPMENT AND SERVICES � A 27 Charles Street " Y � o a M pq ra<�c=raw c. North Andover, Massachusetts 01845 WII_,LIAM J. SCOTT' �SSACN0 S�4 Director (978)688-95;1 Fax (978)688-9542 March 29, 1999 Eastern Land Survey Associates, Inc:. 104 Lowell Street Peabody, MA 01960 RE: 492 Salem Street, Lot A Dear Mr. Morin: This letter is to inform you that the proposed septic plan for Lot A Salem Street, North Andover has been disapproved for the following reasons: The reserve area is less than 4' from the primary leaching area (NA 9.04) Distance from reserve area to property line is incorrectly stated as 2'. In addition there is less than 15' so 3:1 slope and 15' cannot be achieved. Please rectify. m Fill is shown running right to the street line of Salem Street. The regulations require that the toe of fill stop at least 5' from a property line or a Swale must be installed. (310 CMR 15.255(2)) • Trenches shall be used whenever possible. Please justify use of field. (310 CMR 15.240(6)) • Distribution lines of field shall be corunected with solid pipe -profile. (NA 15.01) 1 Distribution lines-Missing slope specification . (310 CMR 115.251(9)) Vent detail is for a monitoring well,not just a vent. * Note 7- "Any change of conditions...." Please add"and the Board of Health". In d-box detail pipe is not specified at 4". Addresses of owner and applicant are missing. (NA 8.02:k) Driveway elevation missing. (NA 8.02t) • Location and elevation of foundation drain-Missing. (NA 8.02y) • Limit of topsoil and subsoil excavation missing. (NA 8.02z) • Elevation of perc test missing. (N A 8.02�nt If • Benchmarl<s within 75' of the proposed septic system are missing. (310 CMR 1.5.220(4)0.)) • Distance between foundation and tank missing on site plan. (NA 8.03a-c) BOARD OF APPEALS 688-9511 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Please do not hesitate to call the office at the number below if you have any questions. Sincerely, Sandra Starr,R.S. Health Administrator Cc: Cyrus Construction W. Scott File Town of North Andover, Massachusetts Form ®•a Of AODTI, BOARD OF HEALTH 19 °'•;,°�==- 4 DESIGN APPROVAL FOR SsacHUS�` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Ri lKI 1I _i _ _.. /+.. P/i`� _'-%_ � ?.. °ti1 ..� Test No. Site Location Reference Plans and Specs. . ENGINEER �r DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BO rKD OF HEALTH Fee add Site System Permit No. Town of North Andover, Massachusetts Form No.a Of &ORTN BOARD OF HEALTH O L O a s v a e 9 •�-•'��^' ° DESIGN APPROVAL FOR s^SACHl15Et SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. J Site Location r' Reference Plans and Specs. w, g• ENGINEER DESIGN DATE ' Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. /// SEPTIC PLAID SUBMITTAL FOR LOCATION: NEW PLANS: (ES) $125.00/Pla.n REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: ��`�/ DESIGN ENGINEER: a 3 DATE TO CONSULTANT: *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary. Professional Land Surveyors&Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 1 \./�r, ff� �Jr1 (I�� April 21, 1999 w Ms. Sandra Starr, R.S., Health " Administrator Office of Community Development and Services m,� _...... 27 Charles Street North Andover, Massachusetts 01845 RE: F 11074 Lot A 492 Salem Street North Andover, MA Dear Ms. Starr: Please accept the following responses to your letter of March 29, 1999, relative to the referenced lot. The reserve area is now located four (4) feet from the primary area (i.e., between the proposed trenches). The distance to the property line from the reserve area has been corrected; a breakout wall of reinforced concrete construction is now proposed instead of the slope. The breakout wall is proposed to be five (5) feet from the line of Salem Street. Trenches are now proposed. A notation that the distribution lines be connected with solid pipe has been added to the Plan. The slope of distribution lines has been added to the profile. The vent has been noted as a vent/monitoring well in the plan and profile views. Note 7 has been amended to include the Board of Health. 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 TELECOPIER: 978-531-5920 E-MAIL: elsai@prodigy.net Ms. Sandra Starr Town of North Andover April 21, 1999 Page 2 Four (4) inch pipe is now specified on the distribution box detail. The Owner/Applicant's name and address are now noted in the title block. The driveway elevations have been clarified by the addition of spot elevations. The location and elevation of the proposed foundation drain has been added to the Plan. The limits of topsoil and subsoil (noted as A and B horizons) are shown on the Plan both vertically and horizontally. The elevation of the perc tests have been added to the Plan. A benchmark with 75 feet of the proposed septic system has been added to the Plan. The distance between the foundation wall and the septic tank is noted on the revised Plan. Accompanying this letter are three (3) copies of the Proposed Construction Plan, revised April 16, 1999. Any questions regard- ing to the responses may be directed to Clayton A. Morin, P.E. or the undersigned. Very truly yours, James H. MacDowell JHM/tim Enclosures cc: Cyrus Construction May 11 -99 01 : 39P Pat,il D.,. Tt-jrbide, PE/PLS 508-465-0313 P- 02 May 11, 1999 Sandra Starr North Andover Board ofHealth Administrator Office of Community Development and Services 30 School St, North Andover, MA 011345 RE: Title V second review for Salem Street, Lot A Dear Sandra, I find that the concerns outlined in my report dated March 22, 1999 have been adequately addressed by the revised plans. If you have any questions or comments please feel free to contact rne, Sincerely Carlton A. Brown, PE/PLS Salem429a2.doc, 429A Salem Street PORT ENGMERING Civil Engineers& Land Surveyors 031C Harris Street Newburyport,MA Of(j50 (978)465-13594 Town of North Andover g ,ORT;q , OFFICE OF ° �° COMMUNITY DEVELOPMENT AND SERVICES o - 27 Charles Street �'Y North Andover, Massachusetts 01345 `°° _ ° WILLIAM J. SCOTT 9SSAC HUS�� Director (978) 633-9531 Fax (978)688-9542 May 12, 1999 Eastern Land Survey Associates, Inc. 104 Lowell Street Peabody, MA 01960 RE: 492 Salem Street, Lots A, B, and C Dear I'vIr. Morin: This letter is to inform you that the proposed septic plans, dated 4/16/99 for Lots A, B and C at 492 Salem Street, North Andover have been approved. Please call the Health Department at the number below if you have any questions. Sincerely, Sandra Starr,R.S. Health Administrator Cc: Cyrus Construction File D BOARD OF APPEALS 683-9541 BUILDING 688-9545 CONSERVATION 683-9530 HEALTH 683-9540 PLANNING 683-9535 ........... May-27-99 12 : 45P North Andover Cam. Dev . 508 688 9542 P . 01 SEPTIC PLAN SUBMITTAL FORM f r LOCATION- Ww ." / NEW PLANS: YL-.S "_) $125,00/111an ��.. REVISED PLANS: YES S 60.00/Plan �O SITL EVALUATION FORMS INCLUDED: YES DATE: DESIGN ENGINEER: MiEw ,21/U DATE TO CONSLFLTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary, Feb-22-00 02 :37P Paul D. Turbicle, PE/PLS 978-465-0313 P.02 February 22, 2000 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V third review for 429 Salem Street, Lot A(Revision date of Feb_ 16, 2000) Dear Sandra, I find that the plans adequately address the regulations except for the following: The proposed dwelling will have a garage-under with a garage floor elevation of 202,5'. Therefore the stone retaining wall shown on the plan running along the side of the paved driveway until it hits the foundation must be an impervious barrier(at the corner of the foundation the required grade is 204', yet the garage floor will be 202.5'). If you have any questions or comments please feel free to contact me. Sincerely Carlton A. Brown, PE/PLS Salem429a3.doc 429A Salem Street MBEE PunT i ENGINEERING Civil Engineers& Land Surveyors One Flarris Street Newhuryport,MA 01950 (978)465-8594 Town n ® �?7®Trt Andover f pAORTH q OFFICE OF ��O c ,,t- i n I 1O Z. COMMUNITY DEVELOPMENT SERVICES Ali, A b 27 Charles Street North Andover, Massachusetts 01845 Sgc,HUS�s�e WILLIAM J. SCOTT Director (978)688-9531 Fax (978)688-9542 February 28, 2000 New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 RE: 492 Salem Street, Lot A Dear Mr. Osgood: This letter is to inform you that the proposed septic plan for Lot A Salem Street, North Andover has a technical deficiency that needs to be addressed before an approval can be issued. The deficiency is as follows: • The proposed dwelling will have a garage-under with a floor elevation of 202.5'. Since the required grade at the corner of the foundation is 204', the stone retaining wall beside the driveway must be an impervious barrier. Please do not hesitate to call the office at 978-688-9540 if you have any questions. Sincerely, Sandra Starr,R.S., C.H.O. Health Director Cc: Cyrus Construction W. Scott File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 NEW ENGI AND ENGINE[ -RING SEI�' VICES March 13, 2000 Sandra Starr, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: Lot A Salem Street, North.Andover, Septic system design Dear Sandra: Enclosed you will find five copies of a revised septic system design for the above referenced property. These plans are being submitted for approval. The following changes have been made to address your comments. 1. The wall along the driveway has been changed to a concrete wall. 2. The actual foundation location has been added to the plans. This necessitated moving the leach trenches towards the street. If you have any questions or need additional information please do not hesitate to contact this office. Sincerely, Benjaufin C. Osgood, r.,EIT President MA'R r( wµo............._....,.,,w.............. ... �................ r a&1&'�i�EF'"��V��VWWf2¢'�°)D �, � .��.��...�MA 01845..( 7 )ls86-.1 68-(888) hob- 645- FAX(978)X 85-1099 �B�AF�.. VUV�C�V°°V ANDOVER, Town of North Andover I AORTH I 0 41 OFFICE OF COMMUNITY DEVELOPMENT SERVICES A 27 Charles Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT SSACHUS� Director (978)688-9531 Fax (978)688-9542 March 13, 2000 Joseph Pelitch Cyrus Construction Corporation P.O. Box 583 No. Andover, MA 01845 Dear Joe: Enclosed is a check for $130.00. You submitted revised plans for Lots A&B Salem Street and instead of submitting $60.00 each for revised-plans you submitted $125.00 each. We are returning the overpayment. If you have any questions please feel free to call the office. Sincerely, Susan Contarino Health Secretary BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 May-27-99 12 : 45P Noi th Andover Com. Dev . 508 688 95342 P . 01 SEPTIC PLAN SUBMITTAL FORM LOCATION: NE NV PLANS: YES $125.00/111an REVISi D I LANS: Y........... SITE EVALUATION FORMS INCLUDED: NO ZEIJ DATE; 0 > DESIGN ENGINEER: /Ui:::: t,-1._ r 1:;.. <Y:l " it (x (-"KO Ct- _T.. - - ----,--- -. J /V DATE TO CONSULTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary. Mar--22 ..00 09M4,0A Paul D. .1.urb¢id(-:�„ PE/PL 978--465--0313 .02 March 22, 2000 Sandra Starr North Andover'Board af'Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 0184 s RE: Title V (bUrth review for 429 Salem Street, Lot A (revision date of March 13, 2000) Dear Sandra, I find that the concerns outlined in my report dated February 22, 2000 have been adequately addressed by the revised plans. If you have any questions or comments please feel free to contact me. Sincerely Carlton A. Brown, I EATS Salern429a4.doc 429A Salem Street Poirf INGINHING, Civil E'llrineers CV. Law];purveyors One Harris street Newhuryport,M 01950 (978)465.85,94 gat: , Town of orth Andover a AORTII I OFFICE OF ��O a't o ti0 L COMMUNITY DEVELOPMENT AND SERVICES ° . A 27 Charles Street " 1 North Andover, Massachusetts 01845 WILLIAM J. SCOTT 9SSACHUS�t Director (978)688-9531 Fax (978)688-9542 March 30, 2000 Mr. Ben Osgood, Jr. New England Engineering 60 Beechwood Drive North Andover, MA 01845 Re: 492A Salem Street, No. Andover Dear Ben: This is to inform you that the revised septic system plan dated 3/14/00 for the site referenced above has been approved for maximum eleven (11) rooms. If you have any questions, please do not hesitate to call the Board of Health Office at 978-688-9540. Sincerely, Sandra Starr, R.S., C.H.O. Health Director S S/smc cc: Cyrus Construction File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 F('Uf`t R, C. TAI'-IGA :r, f Ii01;r 110. t1 ! 4=711- JR.ielr-mrd C. Tangaril 33 Pillings Fond Road Lyn nfield, MA (11.940 781 334-5649 June 3, 2000 Saridra Starr, Administrator ]`7a th/indover Board of Health North Andover, NfA 01 845 i Subject: Retaining Wall, C,) 492 Salem Street, North Mdover Subsurface Sewage Disposal Syster77. Deaxi Ms Starr; Please be advised that the retaining wall at subject property'llas been properly constructed in accordance:with plans dated I`cbruary 2, 2000, revised March 13, 2000, except that the wall is at a higher elevation and at an additional length than:initially designed, Final wall elevations, dimensions and Location will be shown on the As-brlilt Plan at the time of submittal. Kindly advise if you need additional information or clarification. ickl'ard C. Tangard, PE cc: Now England 'Engineering Services ENGINEERING ........... . ..... " June 7, 2000 Sandra Starr, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: Lot A Salem Street, Noah Andover, septic design Dear Sandra: Enclosed is the sieve analysis for the sand being used at Lot A Salem Street,North Andover. If you have any questions or need additional information please do not hesitate to contact this office. Sincerely, Benjdmin C. Osgood, Jr., SIT President `3 60 1:3dw C H fC3OD DRIVE. N(">F1'G'°H ANDOVER, MA 01845--(978)686-1768-(888):359-7645—FAX(978)685-1099 ............,_.......................r........,..................w.o. ............ ,,....w _�......... ��„ KINGSTON I T Smith pit KINGSTON MATERIALS 4/12/00 A Division of Torromeo Industries, Inc. P.O. Box 508, 18 Dorre Road, Kingston, NH 03848 1-800-235-8649 Samples Supplied by Kingston Materials, 18 Dorre Road, Kingston, NH 03848 - _- INDIVIDUAL CUMULATIVE SIEVE PERCENT PERCENT TOTAL % PROJECT; WE( Ml' RETAINED` RE r-A RED ': P,ASSIN(a A T"�,`.C33 �f?EC{ 3/8" 0.00 _ 0 0 100 100 to 100 #4 21.60 4 4 96 95 to 100 #8 64.10 10 14 86 80 to 100 #16 109.90 -— 18 32 68 50 to 85 #30 103.40 17 49 51 25 to 60 #50 190.70 31 80 20 10 to 30 9100 106.30 17 97 3 2 to 10 #200 14.60 2 100 0 0 to 5 PAN 2.30 0 TOTALS: 612.90 100 ...:.........::............................ SIEVE ANALYSIS OF SAND 120 Total% Passing 100 N -A- Min. Deviation 0) -_ a�` - Max. Deviation C 80 U) p CL 60 \ 40 — O �. 20 0 318" #4 #8 #16 #30 #50 5100 PAN SIEVE SIZES 100(n S1126LSAUNI OHNOW101. T7.LH99 8L6 XVA 50:61 QHA 00/1U/90