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HomeMy WebLinkAboutMiscellaneous - 13 LACONIA CIRCLE 4/30/2018 13 LACONIA CIRCLE `- 2101106_B-0118-0000.0 u� �k 5YS'TIM Po MPIN(' 1,.., lys of / �, �C���,� j! c�vt' ffo d rdef vec* r� -NA rUK� 0?, 9�Rvrc��: .Kvv'rrr w 000n cr�rtol r►c1N Nvt_: r KOM "C&9WO SOLIDS,_,, �P0 EU KUNG F Fa 3OL TD CA RR YQ YERI—...• ort P, X P l"1!r~ UG 12 2Q� )y wrn w�l by W OF NORpAA MENT R l'VMMkh1T� uta ! f~'N I'� r�l:1N�tNX!'Li3U it• rt7 � �n •t r 1 t ��.c:n�.N�.1�Ni�it.t�.�.t�Na:i•Nn '�1NaWwn.�. NIv7dX� �2.f-x.1.4 ' ~� ;� . , Nth 0�YY V�.G.j. 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FRAt�ISL G��-L.�r.IAS � ASSUGIATES �t1�l^IEi=y�S� At2C.�-t ITtGT S i { i i I for l� CIC) ��! • 1 ter-�� E L..eyA-r i oN�5. 1 NV. PIPE OUT OF HSE. A i✓ U I L 1 i m V_ PIPE I NTD TAI.11L . thav PIPEDUTDF TAm1L S U 9.P.a4- D 15 Po:aAL- I N V PI PE I PITO D.aox I I NV. n PF nL JT D 6oX iNV_ E-MD OF PI PE FRANIL G�EL�►.1L1,S � AS5UC1l�'T'ES EN�INE.E�S�. ARGi-IfT�GTS �sl At.ID�/1�.t2 ST filo. AN v��IEQ Board of Health 'V 'SEPTIC MTEK North Ancloverx24aaa. IN.STALLATICK CHECK LISP LOT F'f WID DATE D(ISAPPt�U�TID AVATICK OK FAIL I• Reapnst i FAIL OK 1. Distance Tot a. Wetlands b. Drains c. Well cr 2. Water Line Location 3. No PVC Pipe !�. Septic Tank a. .Tees -_Length & To Clean Out Covers b. Cement Pipe to Tank On Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Equal Amounts c. No Back Flow 6. • Leach Field or Trench a. Dimensions b. Stone Depth - c. Capped Inds ti d. Clean Double Washed Stone 7. 7. Leach Pits a. Dimensio s b. Stone epth c. Spl Pads i d. T s e. ement Pipe to Pit - Both Sides. f. `.lean Double Washed Stone 8. No Garbage Disposal 9. Final Grading Inspection Z10. Barricading Covered System 11. As Built Submitted _ . _ a. Lot Location b. Dimensions of System c. Location with Regard-to, Pere Test d. Elevations i e: Water Table y to Public Works SUBSURFACE DISPOSAL SYSTEM CHECK LIST NORTH ANDOVER BOARD OF HEALTH APP OVED DATE PROVIDED DISAPPROVED DATE TIME REASON Title 5 Reg. 2.5 Fail OK The submitted plan must show as a minumum: the lot to be served (area,dimensions ,lot #,abutters) (Planning Board files) location and log of deep observation holes-distance to ties location and results of percolation tests-distance to ties design calculations & calculations showing required leaching area location and dimensions sf system (including reserve area) .12existing and proposed contours location of any wet areas within 100' of the sewage disposal system or disclaimer (check wetlands mapping) surface and subsurface drains within 100' of sewage disposal system or disclaimer location of any drainage easements within 100' of sewage disposal system or disclaimer (planning board files) known sources of water supply within 200' of sewage disposal system or disclaimer location of any proposed well to serve the lot (100' from leaching facility) location of water lines on property (10' from leaching facilities) ocation of benchmark riveways garbage disposers p no PVC is to be used in construction profile of the system (elevations of basement , plumbers pipe septic tank, distribution box inlets and outlets, distribution field piping and any other elevations) r maximum ground water elevation in area of sewage disposal tem plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Septic Tanks Reg. 6 (a) Capacities - 150% of flow, water table, tees, depth of tees, access, pumping, b) Cleanout �d) c) 10' from cellar wall or inground swimming pool 25' from subsurface drains f. th Andover Subsurface disposal system check list - Page 2 Fail OK Distribution Boxes Reg.10.2 (e).-,Slope greater than 0.08 Reg..10.4 b Sump Leaching Pits Leaching pits are preferred where the installation is possible Reg.11 .2 (a) Calculations of leaching area (minimum 500 S.F. ) Reg.11 .4 (b) Spacing Reg.11 .1 (c) Surface drainage 2% Reg.11 .11 d) Cpver material L e ac hie e or Fields e Reg.15.1 /(ao(Greater than 20 minutes/inch Reg.15.1 Area (minimum 900 S.F. ) Reg.15.4 Construction of field Reg.15.8 Surface drainage 2% Reg. 3.7 (e) 20' from cellar wall or inground swimming pool Leaching Trenches Reg.14.1 (a) Calculations of leaching area (min. 500 S.F.) Reg.14.3 (b Spacing (4 ft. min. 6 ft. with reserve between) Reg.14.4 Dimensions 14.5 Reg.14.6 (d) Construction Reg.14.7 (e) Stone Reg.14.1 (f) Surface drainage 2% Downhill Slope Ala) Slope y/x = (to be shown) b) y/x X 150 = (to be shown) Pump e Reg. 9.1 (a) Approval Reg. 9.6 (b) Stand-by power I 1 SOIL PROFILE & PERCOLATION TEST DATA Town/City �No.&Street "cc> J M L\CZCk_a Lot No. Loc./Subdiv. lQ C7AL.(_S C BOSS/f)CsPl an Owner Investigator-T �pc ,c C, a_�� ObserverM CLJ-- H iQ r l PG GF—L.c h1A� SOIL PROFILES-DATE 1' Elev. Elev. 3' Elev. t 4.Elev. 0 Secs 0 S -Iiej 0 0 1 T 1 1 1 Tf�G t� ?oP 2 4►.t�y 2 SUC3 2 2 - J11 3 3 3 3 oZ �3SLo 4 4 4 4 5 5 �H�r 5 5 G-C) �IlLL 6 0 6 6 6 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Benchmark Location Elevation Datum Percolation Tests-Date q( $ I1$ Pit Number 1 2 3 4 5 Start Saturation Soak-Mins. Start Test-Time Drop of 3"-Time Dr of 6"-Time Mins. lst 3"Drop 29 Mins-2nd 3"Dro .FQ Notes & Sketches on Back Frank C. Gelinas & Associates, North And. aC> i ~ j r J N 6 4 71ELp 1 1 1 - ��,va-r oNAS. .�., El ME n�rr nc t�SE R V n.rrnC TAw1l[ �i�� PIPE i NTO D SOX1-11 ql - -- - IT ,z.,.. 1 t t A; - itiv r_tiv � V EZ r(" ��' ' .' F2AI�K. G���-►t�tAS � ASSUGi.o.TES � - M3� � 1 �a 4 r, IV �o 0 0 fry At.-. tC- '�I E(,Q � s t � t e I..F.VAT 1 O—t*A OF-HSE r . E5 u I L..-r +wt V DtDE 1 PtT0 TdsltL 5-5 u��r"�..i� D I •� � 1.� - yRIV 1 t4 raac ni1T 0- box- LLL 8� �tiv ��v of PI P� l(I � to Co .) � �C• �i�ti..r'� t. FRAt.�tiC G�Et...i►�14S � ASSVGIA'T'ES r,4 61 t,4e-E azS F est .4c.1�/�t2 ST nlo• AN po��Q. . r c t � � N J 4 44 44 4• N v o ► L-F�\C44 r L4<-, T7IELt 1 I MV, ,12E OUT OF HSE_ 1 + I�-�1 S E5vlL-T 1 AI V DIVE 1 NITO A6-V4V- _ 1t, j PtPIEO tTOF r.AM 'l Z S Co cJ V�"cJ u � E D s pow•.' A►1.... f 114V PI FE t MTO D 50X ►„ Pt1_T D Rnx tit INV Ftin OF'PI P'E' lit t 6(o I N t-� Dov EZ —; •(r t�ry+j �.�,'7�_.._ S G4 LE �" —��t DA-r E; �(,,, I�,i��q j •.. 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