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33 Michelles Path - Site & Sewage PlanT.o.F. AT EL. ss.o' SEPTIC PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) /-- ACCESS COVER (WATERTIGHTI TO S4.ri MINIMUM .75' OF COVER OVER PRECAST �/ WITHIN 6" Or FIN. GRADE 52C'{��r --"I PROPOSED 1500 GALLOP SEPTIC 51.80 / TANK '-- 10 ; 1 ! c �SLOPEj t- DEATH 0= FLOW = 4 TEE SIZES INET DEPTH = 10.. OUTLET DEPTH = 14' FOUNDATION— 1G X44 ------- II i RUN PIPE LEVEL �I FOR FIF.Si 2' J GAS / If_ BAFFLE 0 6p'% 50.51 I< 6' CRUSHED STONE OP MECHANICAL :OF: FACTION (15.[21 [21) 4 e SLOPE) �E — SEPTIC TANK 39' E L L E'� PA TL' 50. 2% SLOPE REQUIRED OVER SYSTEM <" DOUBLE WASHED PEASTONE, 2� 0 14' Wig_ 3/4"' TO 1 1/2" DOUBLE WASHED STONE D' BOX LEACHING FACIi.IT- BENCHMARK CATCH BASIN © ELEV. 46.75' 1 LOT 12 ENGINEER TO INSPECT SOILS IN AREA OF LEACH FACILITY PRIOR TO INSTALLATION OF ANY PORTION 0- SEPTIC SYSTEM -9.9-142 54.0' 51.0' 48.5 i 37.• TEST HOLE LOGS SWEETSER ENGINEERING ENGINEER: WITNESS: AMY VON HONE, RS DALE: 11/9/98 FERC. RATE <-2. MIN INCH _ / C ASS SOILS P ` ELEV. IT, 47_1' 0" 47.1 LS 10YR 6/8 4- 6 MED/COS 10(P. E /4 1 C LS 5' 1 tOYR 6/8 46.6 C iG c t I� i MICHELLES PATH C 4 � Loous 'ANA'S PATH j WHITTIER LOCATION MAP ASSESSORS MAP 57 PAP,CEL E11 ZONING DISTRICT: R 40 (CURRENT] C ! YARD SETBACKS: FRONT = 30' MED/CCS SIDE = 20' 1 OYR S114 REAR = 20' PLAN PEF. - LOP 3.5054 B i FLOOD ZONE: C LEGEND 00.0 PROPOSED SPOT ELEVATION 00x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR 00— EXiSlI CONTOUR HOARD OF HEALTH ATE PROVED � �l MA A. SITE AND SEWAGE PLAN OF 33 MICHELLE'S PATH IPJ THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: NAARK LEKAUX 20 0 20 40 60 Fe --t SCALE: 1" = 20' DATE: JUNE 3, 1999 of`. 508-362-4511 1 for 5oc. 3E.2-9880 do tiff n cape engineering, in c. "of EP \ i OF My ��S�c"a _ CIVIL ENGINEERS o� wnEia s� awiA ti -' LAND SURVEYORS - No. CIVIL No. 28340 �^ .� oQ` .._. _ 939 main St. Yarmouth, ma 02675oFfss°N�Al H. OJALA, E., P:L.S ��7 DA l 37.1' �IOI mss: NO WATER ENC I OJNTEPEp C DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD cu Fw'W: '1) _ BEDROOMS (4C GPD) _ 330 GPD 2. ' A' MUNICIPAL WATER IS "`� `E A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. C TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H–10 5. PIPE JOINTS TO BE MADE WATERTIGHT. q _SOC GALLON SEPTIC TANK 6. � � 1 I r, � rr� { WITH � cc CONSTRUCTION DETAILS TO BE IN .ACCORDANCE t.,AS_. SING: ENVIRONMENTAL CODE TITLE V. S: 2(38.5 + 7) 2 (.74) - 134 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 38.5 x 7 (.74) = 199 USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 450 S. F. J3 GRD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT 6) H-20 HIGH CAPACITY INFILTRATORS WITH INSPECTION BY BOARD 07 HEALTH AND PERMISSION OBTAINED FROM BOARD OHEALTH F )NE AT SIDES, 6" AT ENDS AND 14" UNDER LEGEND 00.0 PROPOSED SPOT ELEVATION 00x0 EXISTING SPOT ELEVATION 00 PROPOSED CONTOUR 00— EXiSlI CONTOUR HOARD OF HEALTH ATE PROVED � �l MA A. SITE AND SEWAGE PLAN OF 33 MICHELLE'S PATH IPJ THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: NAARK LEKAUX 20 0 20 40 60 Fe --t SCALE: 1" = 20' DATE: JUNE 3, 1999 of`. 508-362-4511 1 for 5oc. 3E.2-9880 do tiff n cape engineering, in c. "of EP \ i OF My ��S�c"a _ CIVIL ENGINEERS o� wnEia s� awiA ti -' LAND SURVEYORS - No. CIVIL No. 28340 �^ .� oQ` .._. _ 939 main St. Yarmouth, ma 02675oFfss°N�Al H. OJALA, E., P:L.S ��7 DA l