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Home My WebLink AboutMiscellaneous - 130 APPLETON STREET 4/30/2018 A IMAPPLETONSTREET eet 210/037.B-0025-0000.0 _ �w. Townof North Andover, Massachusetts Form No. 1 I NORTH AA-- BOARD OF HEALTH I Q�St�ED 16 q-YQ ' a 46 4 - 19 E 3, APPLICATION FOR SITE T STING/INSPECTION 'SS us Applicant NAME ADDRESS TELEPHONE ...r,._ 13 /J` l i�� , -:jt- Site Location f� Engineer ` NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN,BOARD OF HEALTH Fee '~ `' Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. �� ppp/ppp- Address 5 o /4--PP/ -&?'i, N/ S 7—Title of File Page of Date File Open: Date file closed: Doc Document/Action Title Date of Refer-to other Purpose of Document/Action and notes action Document/ document/ Num. Action Department i f j i r-- Board of Appeals — Board of Health — Planning Board — Conservation Commission — Building Departrnent •,_ :._, r &wile Giard Appleton St. APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARVvENT-+NORTH AIMOVER, MASS. I hereby make application for a permit for a sewage disposal installation at __Appleton St. . 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. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of V,� until 10 feet preceding the septic tanks, where the grade shall not exceed 2%. I will install a concrete septic tank of �02ggja_ 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 4 inches in diameter and laid in a .series of trenches, the bottom of which will provide a minimum of 200 lineal (sgMe) 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/$1t to 1/41f (dia,) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/l00 feet. No single the line will exceed 100 feet in length and in any case, two lanes of tile 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 free not to cover anwion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE Signature of Applicant I hereby issue the above permit for the Board of Health of the Torn of North Andover, %ssachusetts. DATE •- / �.E7 Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE 2 Signature o Inspecting Office Percolation Test Garbage Grinder ,_ April 8, 1957 Miss Mary Sheridan R. N. Health Agent Board of Health North Andover, Massachusetts Dear Miss Sheridan: An examination was made relative to the suitability of the soil for the sub-surface dis- posal of sewage on the proposed Appleton Street building lot of Mr. Emil Girard. The soil in the area consisted of a mixture of sand, gravel and clay. A 20 minute percolation test was conducted. It is recommended that a 750 gallon tank be installed together with a leach field consisting of 200 lineal feet of drain pipe. Very truly yours, Ernest F. Romano ^� BOARD OF HEALTH TORN OF NORTH ANDO ER, h4ASS. CL, yt/� V 06 ff v 5V 0_- i i + -336 i l 1. NAt L e . .. /1?13iYt. ./. . DATE 2. ADDRESS �14 �If:e:ve . -S1 1T.1-C 7 LOT NO o., . . . • • TEL. 3. NO. OF BEDROOMS .` DEN YES NO.. . 4. GARBAGE GRIMER YES . . . . . NO.. . �. 5. SHO6"J DIIZ11SIONTS OF HOUSE d Y 540 6. SHON DISTANCES OF HOUSE TO ALL PROPERTY LINES -2 r- 7. SHOW DDIENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9,, NOTE LOCATION AND DISTANCE OF WELL FRON SWERAGE SYSTEM 10. SHOYi LOCATION OF BROOKS, STREt"SVS, DITCHES, LEDGE OUTCROP, ETC. 1.1. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FRO14 HOUSE NOTE: LOCAL REGULATIONS SHOULD EE READ CAREFULLY. I 1 � � w . g ° North Andover,Mass �� •V' r'/77 SU&ACFlDPSPOSA D=rm cp;ric LIST LOT i APPROVED DATE DISAPPROVM DATE Providedz Reasons: - Ti tl PAILjb Reg 2.5 e submitted plan t show as a minimum.. the lot to be served-area dimensions lot #,abutters location and log deep observation hoes-distance to ties location and results percolation tests-distance to ties I design calculations & Calculations showing required leaching area location and dimensions of system-including reserve are, 4r locationf existing ffid posed contours � wetareas '.thin1001ofsewage disposal system or disclaimer-check wetlands mapping surface and subsurface drains i4thin 100+ of sewage disposal system or disclaimer location any drainage easements vithin 1001 of sevage disposal 1 / system or disclaimer-Pl,aming Board files W know sources of water amply within 2001 of sewage disposal ,,- system or disclaimer (10 location of any proposed well to serve lot-1001 Brom leaching facility �(1) location of water lines on property-101 from leaching facility �) location of benchmark driveways garbage disposals P, no PVC to be used in construction �i(q) profile of system-elevations of basement, plumb, pipe, septic tank, distribution box inlets and outlets, distribution field Piping and Other elevations (r) maximum ground water elevation in area sewage disposal (s) plan hast be re Aa system prepared by a Professioa�al. Engineer or other professional authorized by law to prepare such plans P Reg 6 Septic Tanks �(a) capacit es- 50% of flow, water table, tees, depth of tees, access, pumping cleanout 101 from cellar wall or inground sig pool (d) 251 from subsurface drains Re 102 Reg . Distribution Poxes a) s ore gr;Rt-er-tRE 0.08 Reg 10.4 b) sump An oK Leaching Pits Leaching pit are preferred where the installation is possible Reg 11.2 a) cal culatio s of leaching area-minimum 500 sq ft �•� b) spacing 11.10 c) surface a 2% 11.11 d) cover tenial e) 2'x2' " splash pad f) tee elbow g) no ends in pipe from d-box to pipe /Leachin Flelds Reg 15.1 a. no gree er than 20 minutes/inch area-minimam 900 std ft 15•x+ construction of field 15.8 ✓, d) surface drainage 2 % 3.7 °' e) 201 from cellar vall or inground swindng pool Leaching Riches Reg 14.1 a) c c ou"oTTeaching area-min 500 eq ft 14.3 b spadimcing s t min 6 ft with reserve behest 14.6 d) cons tion •? e) stone 1!0.10 f) surf ce drainage 2% Doill /10 e a s ope �;x to be shown b y/x % 1150 - (to be shown; Re9.1 � i Reg a) �val 9.6 b) stand-by power f i