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' 1 ~`�\\ � � ����:; � �y -�_ / 1, � / � `•`' _ .-..»..�._.,.-..�,...._..�......._•..�......-...—..._..ram._-�............-_�.�_«� r.._..._�._.....r..__.w... _..,._...,..-... ._ _..,—w.—.-.,,_»...... _�_ — ---____`. ______....._ ..--- ._ _ _ , �►�- UF ji V t4l J, Scale* Date. L.1 rZ Drawn by: Dwg. No. Im 70 A t 7 o f4 0 w. V CI 0!") 1 0 1'. j: -0 D Ci I-1 OF D .} e, `1.f_.' � A A 0 Vj\ I 1 0 b W I Z, 97 0 0 96" liS It r FINISHED GRADE 99- AVOPL--,L 9 7­T-;- A 4- SCHEDUI.E. 40 PVC PIPE OR Al"PROVED EQUAL "'ROFILE S- STUP NO'T 10 SCAH� IN-� lAt Lfl' IL I lit, l-Liv."It -I j. ki) -------- ........ Mlt�. PROPOSED GRADE 90,6' FINIS!! GRADE 95-4' V F- r-A-T A\1 96,00 zi MIN. CONCRETE, END CAPg - OR VENT TEE 9LO, 4"1 PERFORATED PIPE ().005 SLOPE MIN. 4 MIN. TO WATER TABLE I -'AV -I' 1-01.31 PL-Al- 79 Cj)jkjeX:,j,-jT ,, ) pJs E,i ; Must no; be ChaivTod without BOARD 'In of HEALTH Approval 9b 9.9 it NOTES MIN. COVER MATERIAL 1. The i,afiiLary sewage disposal system shown hereon s1l;j I I 1)�. in accordance wit r-h the 2 WASHED STONE A censtructed re(Iiiiii-ments of Title V of state erlvirdlnmen*al t. EL. 95.'6 3- 0 cO(j,. �11 1,1 1 oc�j Board of lica I t h regulations 7- 2. Any v I, r i f i cati i on or mod i f i ca t i ns to this design WASHED STONE MIN. 14 must k. approved in writing by the engideer and tII( FA`,'ild of Health prior to implementatiottL. 0 EL. 54.3 5 3' TEE I-L E 3. NI-1 I Ilp local Board of Health when tit) system In is I-k: for inspection, prior to ac i 1 rig. 4 13'o" s requir MAX. G.W.T. 14 if of construction i e�j by an EL. 90-3 enl;i„w,,r, noWY this office prior to bacl'..f ill of is the 5. Col. t 1 :j( t (,I- shall verify and check bench srarl,-, a-, LLAC,.`N�`�ECTION t -1,,'I s plan prior to construction of the system. NOT TO SCALE 6. Sail 1 -nd icate soil condition, pericolation rat.:, "Ild water table elevation found at the time PREC./ft.-S.T 10 0 0 GALLON SEPTIC TANS I and 1=(:;Itio'ji of actual testing and should be NOT TO SCALE %rei-i I j,--(I at j he time of construction. 7. Thu : L'i't jC tank shall be a 1000 gallon 1-inhares Rot-','ndo, or equivalent unless o i- herwise ALL FOUNTIDATION ELEVATTONS spoc, I iod. '�he inlet, and outlet pipes are to be Board of Health huTectiol, f i t- t. (`,J with tees of 1) 1- o pe r I eng t 11. �.o n c r e t- e MUST BE TAEC-EN AND "VEIRIFIE1.) • I, Required when;Ey�,,avated A QSANITARYSviqIIt is to be 4000 psi, 28 dais, and BY A 1% 1ASS . RE,C-7 . ENGI NI-,, ER%.IS OF SIC11 rej ni-,,, --(-.d with 6 x 0 - JO x 10 wire rr'esh an(" AND COPY SENT TO Coiil -I p, to ill ASSI-ITO H- 10 loading requ rement other-;ise svecifie(i. BOARD OF HEALTH NUMBER OF BEDROOMS 3 Ilk 7.'.. 8. 1 f 1,.,, coml,onents of the proposed -;ys Lern are NONE sp(�,-jj it -Li a,, heavy duty, those comp rents 'al GARBAGE GRINDER 0 ESTIMATED SEWAGE FLOW 330 G-ALIDAY cojito,,�i to 11 State and Local requiremJnt!� for SIZE OF SEPTIC TANK, 1000 GALItIA-t- ASSII'j- fl-20 loading. PERCOLATION RATE <?- n. 9 Septic tank, distribution box, and lecl ing pi al The approval b,7 this office DESIGN RATE 2. MIN) INC,4 (if ,,y) access manhole covers are to be )uilt it,,) to uit.ltin li" of finished grade unless orferwi sct t does not guarantee the LEACHING AREA PROVIDED z --lbesx,:3z, LY-N&m4 x, i--s-,DF-pTt4 s i t-- d. 611fectiveness of any 3Z' L-EN G--n-I x -F>' VV I DTH =9r,0 10. Tile distribution box and septic tank shall be installation 1)1aCL 11 or, a minimum 6" compacted gravel base to TOTAL SYSTEM CAPACITY 96-6 S7-F. X 2.19 G,4ruviit- jjuav'ng or settling. Dartmouth Board of Health L/SS.F.FIDAYZip X 0 GAL 1,11e be�ween the hOLISC and the sept is Lank Is, r A>ly 6 C) s h„ I 1 1, L: 4,, extra heavy cast iron, S64ciule. lic, (SAL-IbA-Y PVC, cement or ot.hur material ac--epcable to tl,,: apprt>ving authority. The slope, of this pipt. i,,uLt bit a minimum of 0-01 (0.12 - -`11hes per DEEP TEST HOLE INI'ORMAT1011,11."i f OU L 12. Thy_ (ji,triL-,j,tion pipe shall have a slope of 0.005 -T -MS-T PIT SST F I-r 4 z T�-= ST-75 At-,--N -9Thy_(6" l,,r 100 ft. length). 13. All int-s must be watertight, sealed with' as 'Ei,L 2-4�5AND--( 5013'5012- 13"-ZZ" --,AND-( SU9:561L W I -FNES5-F=L-) Pit celllc:I,t or equivalent. 29(0 S' W F- Lj- CRA DCP 7-z'-'84" WELL &RADF-D A -r- 3A(ZT6<)zA facility and !:,eptic tank are located SAND wl So MECRA`vtL \rj1s6t--,r &i2A\/zL- 14. If at t 25' from the house foundat-ion, a 108"-17-0"GRAVEL !SAND 8,V'- (Z6" C SAND f01.11)0.,L Ion installedrain may be insalled at the owner IS -MST -rAMN AT 53" CAZ6UN1>V\/A7VZ, FOUND AT IOZ-" discietion. &a6L)N'DV/AW,e- FOUND j0Q4 are., of the 15. Excavate all unsuitable soil in the leaching syctem to the limits specified in Re 2.17 of Title V and replace with clean, coarse sand and gravel. 16. Any fill ff,iterial required around the !system, beyond the washed stone, sh"11 be cleat washed sand,, with a perc rate of clay, organics, stum-,-)s O minutes, free from fines, and stones. T 1J. I IQ R V T r- 1 In '11, 1 �i' Ed les,J than '2 of the first floor of the hots_ TO 17. Grade 1- r a i! d but not] N, WiLhOUt L11-- s U 18. Unless specified in the design analysis, is not designed for use of a gar'--av,.t OMWOUTH BlOt,'D 1,,)F FIFEAL grinder. dnoerry t3UN,. 19. If any leacying area concrete retaining are shown on this plan, they shall be cot structed CIAO -rviou- watertight, without weepholes or other pe 011ANAPOAG C construction-. Should the reserve area be built in em %3eh it may require the extension of these the future, retaining walls- 4 20. Top 8" of fill to be topsoil. 0 CP -10 be over the disposal 21. No heavy e#ipment shall run e system. WCLL 0 22. For proper septic tank s Mould be 4, performance, a,.�nually and when the total depth of 0 ravel its cted depth of ds 1/3, the liquid Scum land solids exceeds Ny. the tank shtuld be pumped. 23. Plumbing in the basement shall be limi ed to a acl.,ine ,in pipe wa s h i I i In, if the invert of the out 9 C is jjigjj(�I- ti,an the finished basement floor, unless ti Pine is G..rave l.. -*\Coiner, otII(-j-wis(, il,,dicated. A, i"'is Q a�Ne•J -�:��. - = _ \ \1,r" t\j so 24. If �A n% haybale' checkdams or silt fences E re shown 1Y are to be staked in place on plan, th, prior to 96' APPROVED any construction or excavation and shall z enia i it I) C BOARD of HEALTH J I I C place until all construction, rIE rad - ng, Fs\- , k - I . .... r\ 71 zq and rep 1 all t: i ng, inspections are completed )h Date .,-r Substation j/ e, ..CraInber B -C LEGEND y y y Cranberry. TOWN of DART p % 8 a id "Ir;oberry EXISTING PROPOSED 809 8 SwamP, CONTOURS I � clo:�Vl� r-1DOT ELEVATIONS 'PROPERTY LINE ECGSTONE E OF PAVEMENT ti 17. 0.0 WELL P TEST HOLE L0�- IT rON 10 A P E LfACHING TRENCH SOLID PIPE N0T TO SCALE Worm L J TOWN LI "' E ONLY Lj Z/ joH'l F SUP'SURFACE CEWP�GE N V t .019 Iandonaft PINE ISLAND ROAD . . . . . . . . . . E. P. BENCHMARK: "P..K. NAIL EL 99.61 A-SGUMEX> HENRY D U IM A�-3 LOT 2 PINE ISLAND F"i n-J,,- A- DARTMOUTH3 I if, C 1-11 172 Pillizi�ti 5L pbfarb., V2740 JOB NUMBER: 0-815 # 4-66 DRAWN BY: /1-1- A: SCALE: 1"36' DESIGNED BY: DATE: S-7- �7 CHECKED BY: wt5 CONTACT PERSON: WILLIAM F. SMITH D R AWiN G N ADDRESS: 172 W11-LIAM STREET TELEPHONE NUtvt3ER: 997-6410 7aq