Loading...
HomeMy WebLinkAboutEngineer PlanASSESSORS MAP:c�JB S PARCEL: FLOOD ZONE: IVCrl- � *tcl REFERENCE: cti �i LOCATION MAP J 98.82 99.46 99.66 99.62 �! p 10 G� TEST HOLE LOGS SOIL EVALUATOR: AVI WITNESS: "!11k DATE: PERCOLATION RATE: 2 jMl '' TH-1 VA 1 ,TH-2 rloT Al F-RUkPV- NOTES: 1. VERTICAL DATUM: 2. MUNICIPAL WATER AVAILABLE. 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM UNLESS ❑THERWISE NOTED. 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO: 5. PIPE PITCH - 1/4' PER FOOT UNLESS ❑THERWISE NOTED. 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA, ENVIRONMENTAL CODE (TITLE V) AND LOCAL REGULATIONS. 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. SEPTIC SYSTEM DESIGN FLOW ESTIMATE BEDROOMS AT hD AL/DAY/BEDROOM = �% N � L o t 80 12, 800+ S.F. 0.29f AC. h A,30 tfo p 58 Parcel 866 ae 99 x 98.03 \ s/ \ �x 97.66 98.23 x 99.69\ 99.66 LGT/POLE x 100.54 100.01 99.86 x...... x 99.5,�- ` t 0.22 (Assur? Gar. 101.05 101.15 / Jed A01.02 O 100.4 100.30 99.88 d /2 x 1W.4 1bOvlr £e� A� 100.72G�ade 5 56 / J f 100.47 M1.03 \ Benchmark set Left corner bottom step ELF101.45 (Assumed) , x 101.78 Scale, 1 '=20' 0' 20' 40' 60' GAL/DAY MC1 GAL/DAY x 2 DAYS = ( bo GAL USE GALLON SEPTIC TANK SOIL 4BS❑RPTION SYSTEM SIDE AREA: Z Y ��✓' �" 2•-1' �?iX �� - '" / 1�� OA BOTTOM AREA: SEPTIC SYSTEM SECTION °iS,S3 ELEV i')VV GAL SEPTIC TANK " OFM4SS� ANN��� B y _ RF CHEBVED WARNER No.39721 SEP 10 2003 HEALTH DEPT. b3 I� a M4' q � ELEV D-IBOX �a1 ELEV EL E V &119 DATE HEALTH AGENT SITE AND SEWAGE PLAN LOCATION: PREPARED FOR: ESQ 44A) rj SCALE: DAVID B. MASON, R.S. DATE: DBC ENVIRONMENTAL DESIGNS EAST SANDWICH, MA (508)833-2177