Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 1996SECTION - SEWAGE TOP OF FIN " -------.(MSL)# 1 x;.'15 ELEV- nil-r. LEV- niIT+ 18.5 8 ELEV. W ASF{►I� G rlact-{tNE - SEPTIC TANK - - "D" BOX - 4 -LEACH cHAIr1BEt;.S \\ CLo+ 120') \W \ 4 "2" OF 1/8T0 1/2" y ` WASHED STONE 11 MIN 7i_x 1 IN - OUT O I�00 OUT • IN, AO 00 `p 18.36 SEPTICG TANK 1`-I.00 'o ' • '' IS,OO f� / ELEV. ELEV. :e �, • / ITI 50 ELEV. 40� X,12�,X tn► r Tc =Iq" 19.33 0UTLcT-M-- a{at" CA ELEV. ELEV. I `N � �rG� 1-1 QRFpa % / / _ � �\ 5269 S �• �. \� / � ����� ��5. �� e �_.OF3/4"-142 n WASHED STONE ,/ti"L� - A(ZOUND E I.e4 _ D- - TEST HOLE LOG TEST BY J.lc-uRO's \P.S. AMY NcNHoNE,-- iZ-14-91S WITNESS 3 BEDROOM HOUSE CY \\�t\1 --�/ p0 / L© 1 l /� o TEST DATE DESIGN • T.H. # 122 o T.H. �tCtcb ► t-+\ �Qj qP` / / / p�—_w' ELEV. ELEV. R \\ / \ + Q 0.83 A Za Ll loaf►.\ PERCRATE �2 MIN/IN. S 1oam� Sat1c� FLOW RATE 110 (GAL./DAY) X -i-G'1I 20.33 SEPTICTANK `-40 (2ool-) _ - Sao GYD. �� X�\� \ \00r='rIc (0 C I e"oa�r se S`ataid REO'D SEPTIC TANK SIZE 15 O _. GA I,_ o tJA S \ ` \ `� k x / \0 ANflon1 L Le LEACH FACILITY C SIDE WALL 2(40+ -11-) = 154 G/D. 2 yr e.Slvrrm BOTTOM 40 X 12 = 4805 (?�) = 355 G/D. Irk—�rQ1h TOTAL Pi S. -F, Soq (S/D?. JcILI USE: 81x 4� >' I) LEACHING -12.0 10,o No WITH 4.0OF 3/4, Tc 1'/?-" WASHED sic WATER ENCOUNTERED STo NE ri I_ I R (Z QU NI D NC I U 4 I �x \ �� �� oo l \ \ Ig \ NOTES: (UNLESS OTHERWISE NOTED) ,,� p• 1. DATUM (MSL) ± TAKEN FROM DE 1� Nt 5 QUADRANGLE MAP '� p ` ; '`• w�l . ��r�' 2. MUNICIPAL WATER LS AVAILABLE "' :_- �'` "� 'p'`, (\10 1LNoWN LV EZ-) .S �\ 3. PIPE PITCH: 1/4" PER FOOT ?% T'VOTHY' ��y °� �� 1r+i\114 cl�1 d�- \ 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10.44, " + 1 J G , _ t �� 41511 J. cn ; JANE -VANS � ` H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TOv PRanV " No. 957 ! PRO ? L c -Ar -H lb2� ` 1_ 4 FT. OR MORE OF COVER. .q ro3357-16? - 5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. a,` y 6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE �;r~ FCI� 7% NOTE: THIS SITE PLAN WAS NOT PREPARED FROM AN \ SITE PLAN GRINDERS.„-=` ¢ o^INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES 7. ALL UNSUITABLE MATERIAL WITHIN S: FEET IN ALL DIRECTIONS FROM THE �' l Rx INSTRUMENT ARE DISTANCES, BEARINGS, OR FEATURES SHOWNLOCUS: c WEB 5T E S2 o A D LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN TO BE USED TO ESTABLISH PROPERTY LINES. MEDIUM SAND.R_ — LV EST YAFZMOVTH MA 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. T t,.pY' pL STATE ENVIRONMENTAL CODE TITLE 5. SRN 1T A R 1 A N REF: P L- A tJ B It . P A G P- 9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. C1 -goo -322-4844) CONTOURS (EXISTING)------------- .!� (PROPOSED)—O—O--0--0— APPROV E 7 1 BOARD OF HEALTH Lz YAP..yv)0%j �? MAA East Cape Engineering +CIVIL ENGINEERS REVISED I LAND SURVEYORS #44 Route 28, Orleans, Mass. 3 ?/0 6Y PREPARED FOR: NANCY £ POBET SCALE f a = GO ' 12 Z! kvsi DATE S - S