Loading...
HomeMy WebLinkAboutENGINEER PLANS 1996/©�/J/1/ r��/-G•R;�n/CE � SSL.= Tur3G � /'S' �, 86���v�i'% /� Liif i��/STi'�/ U � .DEG..:7.5: , `Fo67 ELc Jgrc--�S' 6 W., Titi/.,ZZ E.7 45 T� �f/or✓G c�r/�'JAt' _ .TOA � f Y✓.gT�,?(,ti3 i� ' pl a FIRES T ONEDPIVE 10 -• — — — — as/ �v�r\ — 37'-Y7-s�o.�E y m / /-� fGowlJ��:"Z.SaR tg.d�T ON r9CG `Fi4"54�c 5c./.49 . /ooq,.�^\� � T3E14 K/, r4o / ��sr?✓c � �� r3E NEF�n 7-f/ Wqie�� ,r C,is -- /ACC�� �/✓/JG•4r2G>n/ l7iSTCDk ESr//4(G��2 �iZGn'1 T/J� �ffjC/� %�Cn/C/i CJ'�''Fi.✓r_ - /YJG �SFIn/L�� .Ex T, � 24' /'%S ,.�G 1� /o4o�L Tom- car LOT //e /©�/J/1/ r��/-G•R;�n/CE � SSL.= Tur3G � /'S' �, 86���v�i'% /� Liif i��/STi'�/ U � .DEG..:7.5: , `Fo67 ELc Jgrc--�S' 6 W., Titi/.,ZZ E.7 45 T� �f/or✓G c�r/�'JAt' _ --/fir' /C.ci/ ' "Jo/ L 10 Tom- car LOT //e 4 p =. /o/G/. �' 2'- U �y4�911 /OyjZ 716 3/DDD aG1 �.'-'•� , f.: 99..Z' - 9�.�' ` � .36.r _ 98'• � r fin/��✓� o y2 7/2 2:-��s�i�.4; r e� ale_ r) F/.✓E �y,2 7/Z a -z • - 9�„f/ �'-G” -6M,.� �p/. G .... 99.7' 7Z"- /3�.. G3 F//iif /�F� /©�/J/1/ r��/-G•R;�n/CE � SSL.= Tur3G � /'S' �, 86���v�i'% /� Liif i��/STi'�/ U � .DEG..:7.5: , `Fo67 ELc Jgrc--�S' 6 W., Titi/.,ZZ E.7 45 DEEP U 6 V/-\ TION HG L_ L L OG "Jo/ L Tom- car /o/G/. �' 2'- �y4�911 /OyjZ 716 99..Z' - 9�.�' ` � .36.r _ 98'• � r fin/��✓� o y2 7/2 2:-��s�i�.4; r e� ale_ r) F/.✓E �y,2 7/Z a -z • - 9�„f/ �'-G” -6M,.� 99.7' 7Z"- /3�.. G3 F//iif /�F� /�y!:� 7/6 - LoT A1116 TOP OF FOUNDATION 3 CONCRETE COVERS �EVtC �`G>h' 11�i✓T SITE PLAN YARMOUTHPOPT, ti9A, FOR DOMENICK DELPONTE fl/lCSU.S 7" 2. /996 Z6 A? C �I1 �� /�D� •47 iii f_ ✓/GL c`-� /`�� 1.��'� 1T1� 4"CAST IRON 9' , OR SCHEDULE 409� MIN r, "►rrrr 4 SCHEDULE 40 P.V.C. (ONLY P.V.C. PIPE MIN. - PIPE - MIN. .i, PITCH 1/4"PER.FT. II LEACHING TRENCH PITCH 1/4 "PER.FT t (,...,.REQUIRED) -I Z�, gASHEDnSTDNE --- v''. INVERT , l_J n n 1 n nCi� n E rt—y� 91 ;,. EV.Q.0.I�.. SEPTIC TAf�K INVERT D1 INVERT , �aFa � - . �•• INVERT EL��<. 4 [3 EL-!P.!X 7 3 4 '- 11/2" WASHED STONt 401 '.' EL...��.7,5 Ll.�►�. GAL.. INVERT r INVERT EL.�9�9 FLOWDIFFUSORS INVERT .. r..... 6 CRUSHED STONE (Z REQ. •o `9ae j rC3 77'r.�K 3O • PROFILE OF GROUND WATER TABLE eAle- SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION SOIL LOG NO SCALE LEACH I NG TRENCH' w DATE .... TIME ............. ^ NO SCALE I TEST HOLE I TEST HOLE 2 /oz.8o /oZ.sQ DESIGN DATA: V ... I - ELEV............. ELEV. /8" 1/2" 9.'�MlN• WASHED 3. ,.`X NUMBER OF BEDROOMS L? .. ......... STONE TOTAL ESTIMATED FLOW , , ...--"�P... GALLONS/DAY .f��" BOTTOM LEACHING AREA SQ.FT./TRENCH: o *96 ;. - SIDE LEACHING AREA ....... 1�41P.. SQ.FT./TRENCH .; • - . 3/4,-{I/2'WASNED � �' ,, GARBAGE DISPOSAL .. eY�P ...(50 % AREA INCREASE) STONE dH/�•� �TY�n/IJ TOTAL LEACHING AREA PERCOLATION RATE .......=.,..>r�'�Z/! PER. INCH /O t x'LEACHING AREA PER PERCOLATION RATE .�SQ.FT..�> / 79 .-4,849, av 7 . /✓O GROUND WATER TABLE rVC ° APPROVED BOARD OF HEALTH ' — $' v�P..WATER ENCOUNTERED flF .. DATE ..��. -h z til � �►�• � `� M4sS _ �, AG T OR INSPECTOR C D �s�tNOF+f� WITNESSED BY: �DWA ' os �/ SEP 1 3 133 E. `�. �n/rte C9n�/GtJ�%✓ 14API 1 BOARD OF HEALTH KELLEYcn z No. 25100 0 ) �vn!-�"�. E,{�TLL� 1�,/Q�S• ENGINEER ... .. .... .... .. HEALTH DEPT. N 1w, PETITIONER : �� ���EV U�t�s� ' ' _ it aa• w4�,.nx•a*....:..x!_.eii4+i:"i'�..+m�'I•:...c+•+o-.,.�atiiw=%+��•yiY°�..wy a .t