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HomeMy WebLinkAboutMiscellaneous - 1284 OSGOOD STREET 4/30/2018 (2) a Oxford® 0 ESSELTE MADE IN U.S.A. NO. 752 1/3 w o • • • w o0 ccn S o c� O c O o d 09 � o o N e7 `1 --I --,.. �• l F-'URD ot~ MT�-1 �.or I6cj 5� --�-- �PP�� CgtiJ T_ (tiJ SER Sc��F'L7 Z-FDwt� E WEED APs ovCD C— -- 5Efflc S1r STEM VES16,"J 1 PCAnJ �15,4PPr�ov� Co,�p�r��s DATE R�QSONS : �Gt (L G �vC. Dw� q e V 5fpT-(6 SY STEm i.,sT/J t _,4T,OAj eX4V4TIa/*1 1tiSPE6T foti1 D/JrC 8 i� 9v I:�SS Q �►t_. IvSpEcrloo W,4 PIPE �� tjoL)56 -FO TJ>vZ�wD � R)L 4PPROVEP Glu C- APpi�ovJNG VvT�to���ry &KIOMAL. IAJ5bZ: ►ops (Ip 1 NsTiOu.Gc,ajy) _ DISApMOvFlD _ syr�Cl-, ©t ID D,arC Ru4L APPI-�)VAL DA I I vol ---�- - - ---- - - - - �/ -f 1 ru r l �_ Bartholoavw J. Forgetta - Q - Osgood St. J a'2,94 APPLI0ATION FOI?., SEWAGE D1,03P iSAL INS` ALLAT1014 HEALTH I)E2'AR'1'KENT_.-.K.:rR7H ANDOVER, MASS. . 1 hereby make applicationfor a permit for a senia.ge disposal. installation at 181 1Osgood St. . 1 will :stall this system :in accordance fait, alb ie=- ws of the Gomponweal.th of . Massachusetts and regulations of the Hoard of Health of the To°ani of North Andover. Further, 1 will construct: ::he house sewe. of bell and spigot pipe, the minimum diameter being 4' inches; and wi.l?. maintain a ._ minimum grade of 1% until 10 feet preceding the septic tank, where the grade shall not exceed 2%. 1 T-lill install a concrete septic tank of in size.. A manhole (s) permitting easy clean- ing will vi ed with removable cover (s) of iron or concrete V within 12 inches of the ground surface. I will provide subsurface disposal field with open ,jointed bell and spigot Ackr ori pipe at � least 4 inches in diameter and laid in a series of trenches, the bottom of which will provide a minimum of 140 ,-- Lineal. fi• (Sq=e) feet of effective absorption area=. -Ie pip tirUl. be Laid � on a 6 inch 'Layer of washed gravel or crushed stone ranging in V 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 1 f q•�,m .',agoing and before filling the trench, 2 .inches of gravel or stone 1/8n to 1/4" (ems. ) will be placed over the course gravel � (Z„ or stage. The disposal field will be installed at a grade of 1+ to 6 inches/100 feet. No single the line will exceed 100 feet in Length and in any case, two '.lazes 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. oto. part of the installation 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. 1 ftarther agree not to cover an Lo:ion of this installation until a`" r..��o�ue�,,.� e i _sp on `f , as to rzcorporate a.ny a7d onas raquIremeni s that may be attached to the permit. Plot; Plans must be submitted with application. DATE Ju.?�rg����6._,..o.a.� �...,• xgnatu�9e o App '' �:xtt 1 hereby issue the above permit: for the Board. of Health of uhe Town of Nortli .Andover, 14assachusetts.. Date gnaw a c�.� .�alt� �ageazu 1 have inspected the uncovered system indicated above rata find everything done as deswrlbed. Date .,.�....�....,�.......,..,.A.,T.�„ .,_ 5Ignao.f ,zspec4-,%rigi Officer Percolation Test Garba,g�; Grinder �.. R _ v to 3S� jc�'2- ' 35"� ?jlSTki 6ycT/aN U347Sv lag vmt- f w . ADDR�.�S LOT NO* - 3• NO. OF BEDROM DEPS:.....,,:..,�....YLS 4. mwm 5eSHW DImmSj0Xs OF HOUSE b. MIM RISTANCE OF HOML, TO ADL, PROPER.Ty LINES 7. SHOW nIi issIom OF LCA° 8. SHOW LOGATIC-11 MD SIZE, Cg LAT 9. NOTZ LOCATIC14 AND DZSTANCL OF WbLL FPr-I ShWkIAGE SYsT J-1 10.SHM-1 LOCATI,)�j cs BROOKS, STREAMS, DITCHES, LEDGE ©UTCRop ETC. Ile SHOW DISTANGE OF SaPTIC T&U. OR Cl SPt7UL FRU,.j HOUSE AiCYT,: Local Beg lad ions Should Be Read Carefully t July 1956 Miss Mary Sheridan R.N. Board of Health North Andover, Massachusetts Dear Miss Sheridan: An examination has been made relative to the suitability of the soil for the sub- surface disposal of sewage on the Osgood Street building site of Mr. . Ba.rtholomeo Forgetta. A .4 minute percolation test was made in soil that consisted of sand and gravel. It is recommended that a 750 gallon tank be installed together with 140 lineal feet of drain pipe. Very truly yours, Ernest F. Romano ........... REGEIVED TOWN OF NORJ�'H NDOVEJ� 1p DA FF SYSTEM Pt i I PIN RECORI) OCT 0 5 2004 WN O ' N-OR-I'H N'? STEV M Ptj p p _I IN TOWN OF NORTH ANDOVER HEALTH DEPARTMENT SYSTEMOWNER& ADDRESS Y Tj Lo( TION DATE OF PLJMPING,-__. Q.UANTITY PUMPED:_._"__, CESSPOOL: YES,--- Septic Tank: NO NATURE' OF' SERVIC EMERCIENC�' EJB 7 GOOD COND:J:T:l(Q�),NFIJLL'ro COVER -dkF.A HEAVY GREASE BAFFLES IN PLACE R LEACHRELD RUNBACK EXCESSIVE SOLIDS.-­­ FLOODED itZOTHER EXPLAIN SY AM P'Wnped by ............... COMMENTS, ................... ........... ----------CONTENTS FKANSYhRREDTO vc