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HomeMy WebLinkAboutMiscellaneous - 141 REA STREET 4/30/2018 141 REA STREET 210/098.8-0013-0000.0 - J R CC CEIV In E,v jEn, TOW,%#OF N01-1 H TM COMMonwealth of Massachusett s EHEALTH DE' C, -tyl T own. Of -,-M -ingF--ec-ord6 I acillay InLorm. ation: System Locatior,: LYI 0 Address C"'ity/Town State. Zip Cod C S-Ivsterl3 Owner: A d, —,j fd�il I--r fromenl � loc�alion of 'Ity/T State LID Code I .1 eleph--Ane-Numbel- Record Date of Pum.. pinc, Uantity PumpedI ga s Q Irpe of S-%-stem. ---/,,_S,-ptic Tank Grease T rap v,..Ah a, Syst eni Pumped by: 'T oralany: ROOTER- NUN 46 Portland Street, Lawrence, VIA 0 84') Location-where contents were disposed: Signal =re of Hauler Da+e 7 Sherwood Homes Inc. Rae St. APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTP.SM--NORTH ANDOVER, LABS. I hereby make application for a permit for a sewage disposal installation at Rae. St. L>v7 At- 41 . I will install this system in accordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board 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 1 until 10 feet preceding the septic tank where the grade shall not exceed 2%. 1 will install a concrete septio tank of X50 gal, in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with open jointed bell and spigot Ackron pipe at least 1r inches in diameter and laid in a series of trenches, the bottom of which will provide a minimum of _200 lineal (std) 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 1/8" to 1A" (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 tile line will exceed 100 feet in length and in any case,, two lines of the wia 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 agree not to over any, lion of this installation until approved by the jnsvection off cer, as provided below: and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE gnature °f Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, %asachusetts. DATE „11Ce w 9T/f S Signature of Health Agent I have inspected the uncovered system indicated above and find everything dons as described. DATE S_C G Signature of Inspecting Officer \, Perctolation Test 7 i-n- Garbage Grinder BOARD OF HEALTH ' !i v TOWN OF NORTH ANDOVER, MASS. J `1 Zp� 1A moi. '75 0 QAL ; P-n ,_4A,? bo A N i Z��Aq 1. NAIVE S _C=. GVDa17 . f/Usk�s� - ,� . DATE 2. ADDRESS ���` . Z�;.!�.. S: .�Pti�<��, LOT NO. TEL. L Doo Z 3. NO. OF BEDROOMS ;'�. . . . DEN YES NO. . 4. GARBAGE GRINDER YES NO. X. . 5. SHOW DITNENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7, SHOW DIIVENSIONS OF LOT 8, SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9, NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM �I 10. SHOW LOCATION OF BROOKS, STREAPS,. DITCHES, LEDGE OUTCROP, ETC. 11, SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROI-11 HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. / / 123 Oak Street, Reading S4rWood :WMei JWC'� ����3� � MASS. Builders of Fine Homes Telephone CHystal 9-1435 June 17, 1959 Town of North Andover Board of Public Health North Andover, Mass. Attention: Miss Sheridan Gentlemen: I enclose herewith in duplicate FHA Form 2573 E'Health Authority Approval Sewage Disposal SystemtB covering Lot 11 Rea Street, North Andover, Massachusetts. It will be appreciated if the Part II can be certified by your office and returned in the self-addressed envelope provided so that we in turn can submit to the FHA. The -second copy is for your files if required. Cordially yours, SHEHWOOD HOMES, INC. �ohn S 'elds �. }r i December 6, 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 Rea Street building site of Sherwood Homes, Inc. The subsoil in the area was of a sandy clay content and a 7-minute percolation test was conducted. The land in general is high. It is recommended that a 750 gallon concrete septic tank be installed together with 200 lineal feet of drain pipe. Very truly yours, r William J. D ' scoll WJD:hd `FHA Foril 2573 Form Approved Rev.July 1958 FEDERAL HOUSING ADMINISTRATION Budget Bureau No.63-R296.8 HEALTH AUTHORITY APPROVAL INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM PART I.—TO BE COMPLETED I RING OFFICE MORTGAGEE SERIAL NO. t •_ • :. 454 Essex St.., Lawrence, Bass. :• MORTGAGOR OR SPONSOR PROPERTY ADDRESS Unknom — conditional committment Lot ll,, Rea Street, No, Andover,, Llass. SUBDIVISION NAME Can attic or other area be made Into New installation additional bedrooms? Yes No -WATER LY BY: SYSTEM DESIGNED FOR . . 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CHIEF ARCHITECT ■ ■ DEPUTY FOR CHIEF ARCHITECT REPORT OF INSPECTION—INDIVIDUAL SEWAGE-DISPOSAL SYSTEM PRIMARY TREATMENT consists of:K] Septic tank. ❑ Cesspool. Septic Tank: Distance from well, 0 feet. Material, Concrete Numberpf compartments Total liquid capacity, 1000 gallons. Capacity inlet compartment, &0 gallons. Inside length, 7 feet. Inside width, feet. Liquid depth, 8 feet. round Cesspool: Distance from: Well, feet; foundation, feet; nearest lot line at ❑ front, ❑ side, ❑ rear, feet. Inside diameter, feet. Depth, feet. Liquid capacity, gallons. Lining material SECONDARY TREATMENT consists of ($Tile disposal field. ❑ Seepage pits. Other Tile Disposal Field: C Distance from: Well, 0 feet; foundation, 2,5 feet; nearest lot line at r] front,:R side, E] rear, �� feet. Total length of tile lines, 0 feet. Number of lines, . Distance between line , feet. Trench width, 20 inches. Total effective absorption area in bottom of trenches, 32square feet. Length of each line, 50 feet. Depth, top of tile to finish grade, inches. Type of filter material: ❑ Gravel. Z] Broken stone. Other Depth of filter material beneath tile, 12 inches. Depth of filter material over tile, inches. Seepage Pits: Number of pits . Outside diameter, feet. Depth, feet. Lining material Distance from: Well, feet; building foundation, feet; nearest lot line t front, side rear, feet. Inspection made by: ❑ State. ❑ County. Local Health Authority. Inspected by Date of inspection 19 TI REPORT OF INSPECTION—INDIVIDUAL WATER-SUPPLY SYSTEM Distance to nearest public water main, feet. Size of main, inches. Individual wells ❑ are ❑ are not customary in neighborhood. Give most recent record of failure of wells in immediate vicinity to famish adequate supply of water Properties in neighborhood ❑ are ❑ are not being developed with both individual water-supply and sewage-disposal systems. Lot size: feet wide, feet deep. Dwelling set back from front property line, feet. Individual water supply from: ❑ Drilled well. ❑ Driven well. ❑ Dug well. ❑ Bored well. Distance of well from: Building foundation, feet; nearest lot line at ❑ front, ❑ side, ❑ rear, feet, cast iron sewer, feet; tile sewer, feet; septic tank, feet; disposal field, feet; seepage pit, feet; cesspool, feet; other sources of possible pollution, feet. .Well construction: Diameter, inches. Total depth, feet. Type of casing, Depth of casing, feet. Approximate depth to pumping level of water in well, feet. Approximate yield, gallons per minute. Sealed watertight to depth of feet. Exterior space around casing sealed with: ❑ Cement grout. ❑ Puddled clay. ❑ Ordinary backfill. Well cover: ❑ Concrete. ❑ Wood. ❑ Metal. Openings in well cover watertight: ❑ Yes. ❑ No. Pump: ❑ Shallow well. ❑ Deep well. Length of drop pipe, feet. Pump capacity, gallons per minute. Located in: ❑ Basement. ❑ Pumproom off basement. ❑ Pumphouse above ground. ❑ Pump pit. Pumproom properly drained: ❑ Yes. ❑ No. Pump mounting watertight: ❑ Yes. ❑ No. Type of storage: ❑ Pressure. ❑ Gravity. Capacity, gallons. x Has bacteriological examination of water been made? ❑ Yes. ❑ No. If answer is "yes," give date 19_ } Quality of water ❑ is ❑ is not satisfactory for human consumption. Installation ❑ does ❑ does not comply with approved exhibits, if any. Inspection made by: ❑ State. ❑ County. ❑ Local Health Authority. Inspected by Date of inspection 19_ (TITLE) U.S.GOVERNMENT PRINTING OFFICE:1957 O-F-427038 DZ- 0 T 07- /N Sorg s,J,17 C, ` /SQ ' t Af r` Go— L ��.�3 Ec.97' �` -