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HomeMy WebLinkAboutMiscellaneous - 209 JOHNSON STREET 4/30/2018N Wendall Dillon V Johnson St. APPLICATION FOR SMAGE DISPOSAL INSTALLATION HEALTH DEPARTIEW.NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Johnson St._ 0 I will install this system in accordance with all the lavas of the Commonwealth of Massachusetts and regulations of the Hoard of Health of the Town of North Andover. Furthers I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of VS until 10 feet preceding the septic tankp where the grade shall not exceed 2%. T will instal]a concrete septic tank of SEE ** in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 92 inches of the ground surface. I will provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 4 inches in diameter and laid in a series of trenches, the bottom of which will provide a minimum of SEE*x Lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench$ 2 inches of gravel or stone 1/8tt to 1/411 (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single the line will exceed 100 feet in length and in any case, two lines of the will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the in- stallation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further officer, as provided below$ and to incorporate any additional requirements tha may be attached to the permit. PMAgns must be submitted with application. **As per plan of Charles Cyr, Dated (Attached) DATE ._ 11/25/58 rlr.'�'U;�.i V Signature" of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE 11/25/58 gnature of Health Agent I have inspected the uncovered system indicated above and find everything done as descri d. ! f DATE S .30 r Y j 1 Signature aft inspecting Off cer Percolation Test Garbage Grinder 477 Essex Street Dear Sirs t CHARLES E e CYR Civil Engineor and Surveyor Lawrence, Massachusetts Date t A,4,j,,, ..s % 9 s e, The following are specifications for the installation of a typical laundry waste drywello to Drywell to be constructed of cement blocks, lafd on their side and butted end to end. 20 Inside diameter to be a. minimum of four feeto 3o Depth from grade to top of outlet pipe to be a minimum of 18% 4. Depth from bottom of inlet pipe to bottom of drywell to be a minimum of 4000 be Space around the well to be backfilled with Screened stone* 69 Invert of the outlet pipe to be approximately lift above the invert of the inlet pipeo 7o Inlet pipe should not enter drywall on a line radial with the wall of the drywell so that liquid will have a rotary motion which will allow more time for sediment to settloo 8o The distribution trench of the outlet pipe should have a minimum width of 18"`,a minimum of 10 of crushed stone under the pipe and a minimum of 4* above the pipe* Maximum pitch shall not exceed Oo5% (ioeo 60 per 100 feet)o The pitch of the pipe should be reversed in the last few feet of each trencho 90 Well to be covered with a reinforced concrete cover and be _ accessible through a manhole for future maintenance* loo Outlet pipe should be of 41 Bell and Spigot pipe* Yours very truly, CHARLES E. CYR Ey tnw,..1c. C. �' Novembor 4, 1958 Fie V*endell Dillon 228 Waverly Hoar North Andover, Liass. Dear Sirs As per your request, I conducted a percolation test at Lotg Johnson Street, north Andoverp Mass. ' The results of this test indicate that it will beposeiblo to construct an ordinary disposal fields 4 I recommend that the entire leaching bed bottom of trenches, described in paragra area be filled to the top of the tronche obtained from a suitable gravel bank, be level and the perimeter shall be diel found at the s ito 4 \ be xc v t64 one root below hbelow, that the entire ibed l.ow, with material b on of this o$eavation shall tho impervious oatorial Thirty-five (Sag) foot of 4c Bell p �0 will be required in the disposal field for common use fo ach a upant, with a minimum total of 81.4 lineal feet Z reeor send th Be o 760 -gallon septic tank and that the laundry waste dater be a t o h The distribution trench s 10' of crushed stone undo maXlPIta% shall not be Pitch of pipe in the last trenches shall be oriented and the leaching bed shall to finish grades in order ug a separate systema Al haVA a minimum width of 18c, a minimum or WPerpt and a minimum of 44 above the pipe per100 lineal Peet, also reverse the in each trench® The distribution parallel to finish ;grade contours of tho Bites be placed as hiGh as is practicable in relation to promote all possible aerobia activity. Enclosed you will find sketch shoring recommended location of septic tank and distribution system, Yours vary truly, Enols QAAHLES Ew c H Byg PCG sP n L C BY j-• —------- DATE- _�j.�x_ , SUBJECT- ---- \[�c-GJC}tY_�-LI --------------------- SHEET NO. --A --- OF.--------- r 1 CHKD. BY.---------- DATE-------------- — •------------ ------ � �-�-� �-�-----�T,C_SL.--------------- JOB NO ------------------------------- --------- � l \� �V C 't:. C �. y �J . Q A' C.. 5..'' � h i' r '�t., 1"w C.1 � kr a✓ {� + f' ^ "!r' .FY,.� C:. 4' R`:. 4 v � r G C1 pC.+I C��' C.• GJ � e'l Yi `"�� �•h c. o t �r +r_ C..�. w C_ A. . 'C�d � 4 o a�.. � Ci L � .. r_ f is .:. t s a •� �`"'----.,..__L_ y� � 2 i iv q"13cU S ,Fob i.nu•,d.y v�fesla t5vy trtt - d I N !� .p •� p..c t � r' 0 0 'rJaP,4ra to v, }+l� e L<.a� i iY �'-'FtiM•.«���--I--'_ '. Y" . �1�-t.T I-* - t'k. 3�- �, �1.Z..`"•,,•y .1•'Y - v�s9 M N S 9 N —'Tr P) to NW-%,.,.sauw.♦ ��vl1_ ����ti�•� r v� 0 October 25, 1958 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Mass. Dear Miss Sheridan: An examination was made as requested in order to determine the suitability of the soil for the subsurface disposal of sewage on the proposed Johnson Street building site of Mr. Wendell Dillon. The subsoil in the area was of a clay content and no percola- tion result was obtainable. The lot is on the side of a hill and drains down into a pond at the South corner. I pointed out to Mr. Dillon an area on the lot that could be utilized for a leaching field in preference to any other location since it did not appear to receive any surface drainage. This location is at the Northwest corner, of the lot. There is a swale in the land that takes the surface drainage from adjoining areas which must be crossed. There are a number of problems that must be worked out as far as grades, etc. and a system would definitely have to be engineered for this particular site. I recommended to Mr. Dillon that he employ an engineer to work out the various problems and design a system for the area and submit it to the Board of Health for approval. Very truly yours, Williamr' WJD/hd BOARD OF HEALTH TONN OF NORTH ANDOVERO MASS. ,o �' �iw mus gea<,n,1 1. NAME . hl r;�g. �.(. M •. �� t t ©►�, . DATE 2Y, ..5.�. . 2. ADDRESS -1 /-0 - .14p kbov LOT N0: TEL. . . . . . 3. N0, OF BEDROOMS .' DEN YES N0. . /�. GARBAGE GRINDER YES NO. 5. SHOW DIIVENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7, SHOW DII'JENSIONS OF LOT 8, SHOW LOCAT ION AND SIZE OF SEPTIC TANK OR CESSPOOL 1So Sia !, .Serio i c ?Qn 9. NOTE LOCATION AIM DISTA14CE OF WELL FROM SEWERAGE SYSTEM N o �4p e. 1 I 10. SHON LOCATION OF BROOKS t STREAMS t DITCHES, LEDGE OUTCROPt ETC. 'Pored .,•r So . c .d e 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE N, OTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. SEPTIC SYSTEM INSPECTION FORM ADDRESS 2()g DATE INSPECTED PROPERLY FUNCTIONING? N WEATHER CONDITIONS COMMENTS: WA i ER GZL'ALITY TES i Et. .' RESOL-TS? DYE TEST PERFORMED? Y N DATE? SKETCH: q N 0 f � WATER.SHE 1. Name 2. Street Address SIDENTS QUESTIONNAIRE 3. How many members are in your household? 4. What type of sewage disposal system do you have? ❑ cesspool W'_ septic tank and leaching area ❑ connection to municipal sewer ❑ other (describe) ❑ do not know S_ 5. Are the plans (drawings) for y ur sewage disposal system on file with the Board of Health? El yes El no for not know 6. How old is your sewage disposal system? ❑ 0-5 years over 20 years ❑ do not know 7. Has your sewage disposal system been rebuilt or repaired? ❑ yes ❑ no V do not know If yes, approximately how long ago? ❑ 6-10 years ❑ 11-20 years years. What was done? 8. How frequently is your sewage disposal system pumped out? ❑ annually ❑ every 2-4 years _ ❑ every 5-10 years ❑ over 10 years never 9. Have you had any problems with your sewage disposal system? ❑ yes Cj,--n o If yes, what problems? ❑ repeated pump -outs needed ❑ system clogs, backs up, or drains slowly ❑ odors ❑ sewage surfaces through ground 10. How many of each appliance are connected to your sewage disposal system? washing machine dishwasher garbage disposal dehumidifier drain sump pump toilet ✓ roof/pavement drains shower/bathtub __pL 11. Please state the brad and type (liquid or powder) of detergent you use for: dishwasher r -41e_ clotheswasher t"a 12. Does your property have a lawn? ❑ no If yes, approximately what size? ryy/ El less than 1/4 acre EJ 1/4 acre ElL✓J 1/2 acre % acre ❑ 1 acre ❑ more than 1 acre (Specify) acres 13. How often do you fertilize your lawn? No. of applications per ye Season(s) of the year 14. Please state the Vand hype (liquid or granular) of wn fertilizer you use: ❑ Check here if your lawn is maintained by�a professional landscape contractor. .us.. :. W.Y-.....r.. z. ... ..4.,. L.w �• " [ . ,v.w 4 - . r a Sr • Y,. na T:w. .�:::..y •?'� a�.- _ ... ....^�.�� •ai....+...�.-��...,,..� <Ktk RfaP.wt1.?>iL -.. : _+iG�•rv.. -• 1 722 APPLICATION FOR SEWER SERVICE CONNECTION z .:; � 1 North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in //2 "`� ���I Street, subject to the rules and regulations of the Division of Public Works. b Street The premises are known as No. or subdivision lot no. OwnerP'( 4'C" -t42 Contractor Address PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at subject to the rules and regulations of the Division of Public Works.. Inspected by Date By See back for rules and regulations Street Division of Public Works 1722 APPLICATION FOR SEWER SERVICE CONNECTION Z 2a2I North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in _1, /19 Street, subject to the rules and regulations of the Division of Public Works. L, The premises are known as No. Street or subdivision lot no Owner Contractor IYE)Qz rq Address PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at subject to the rules and regulations of the Division of Public Works.. Inspected by Date By See back for rules and regulations Street Division of Public Works Town of North Andover Office of the Conservation Department Community Development and Services Division William J. Scott, Division Director 27 Charles Street North Andover, Massachusetts 01845 Brian LaGrasse Interim Conservation Administrator November 13, 2000 To: Robert Nicetta, Building Commissioner Alison Lescarbeau, Chairman, Planning Board William Sullivan, Chairman, ZBA From: Brian LaGrasse, Acting Conservation Administrator 41 Telephone (978) 688-9530 Fax (978) 688-9542 At our Conservation Commission meeting held on November 1, 2000 the following decisions were approved: 242-1041 122 Boxford Street This NOI was for the construction of a 6 foot extension of the garage within the Buffer Zone to a BVW. The Order of Conditions was approved as drafted. 242-1026 Lot 33 Abbott Street The Order of Conditions was approved as drafted and amended for a single family dwelling and all associated appurtenances. 242-1042 209 Johnson Street -- -3&/U This NOI was for the installation of a sewerage pump in the existing tank and a 3 inch PVC force main within the Buffer Zone to a BVW. The Order of Conditions was approved as drafted for this project. 242-1037 1210 Osgood Street The Order of Conditions was approved as drafted and a Bond was set at $25,000 for this project which consists of an office building, a 102 room hotel, a retail building and a sewer force main on Rte. 125. BOARD OF APPEALS 688-954.1 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PL.AN'VING 688-9535 Decisions from Conservation Commission Meeting of 11/01/00 (2) 242-1038 Barker Street This NOI was for the construction of a sewer line and stormwater management system within the Buffer Zone to a BVW. A Bond was set at $25,000 and the Order of Conditions was accepted as drafted. If you would like a copy of the Order of Conditions please contact the Conservation Department. CC: Scott Masse, Chairman Conservation Commission Heidi Griffin, Town Planner ✓Sandra Starr, Board of Health Administrator