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Decision 4359 - Site PlanJOB NO. Y11-23 NOTES EXISTING 2500 GAL. ALARM &PUMP NOTES SixNewHampshire. 1. LOCUS IS A.M. 16, PARCEL. 54. H-20 PUMP CHAMBER 1. ALARM TO BE WIRED BY ELECTRICIAN ON 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. BrovdWv�, _m. _ 3. LOCUS IS IN FLOOD ZONE Al2(EL. 12) ON FIRM DATED JULY 2, 1992. SEPARATE CIRCUIT FROM PUMP.2. ELECTRICAL WORK TO BE INSPECTED BY 4: LOT DIMENSIONS ARE FROM LAND COURT PLAN NO. 18145A DRILL 3/8" WEEP/VENT HOLE WIRING INSPECTOR. NOT TO �� Recommend Floats 3"PVC 3. ALARM TO BE LOCATED IN HOUSE. SCALE y INSPECT REPAIR AND CONNECT TO EXISTING SEPTIC SYSTEM replaceable from to FQ P P 4. PUMP TO BE CAPABLE OFPASSING Zo �• -- — 1-1/4" SOLIDS AND INSTALLED IN STRICT THE EXiSTiNG SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. Quick Disconnect CONFORMANCE WITH MANUFACTURER'S i` Lewis Bay PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD / Union SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND ZI1d Pump/Alarm-29 SPECIFICATIONS. ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. 1st Pump On 25' Check Valve 5. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SUB– LOCATION MAP STITUTION WITHOUT R.J. CADILLAC APPROVAL. CONNECT EXISTING 6000 GALLON SEPTIC TANK. TO PROPOSED BUILDING, AS SHOWN. (INVERTS. ON PLAN) Off___15 6. TO PROVIDE FOR EASY AND SAFE Red Rose DISCONNECT 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. USE 2 MEYERS WHR5 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. MAINTENANCE OF PUMP: Memorial –PROVIDE UNION/DISCONNECT IN 3" PVC Garden & LOT RAINWATER RUNOFF CAUTION: CONFINED SPACE --USE PROPER LINE AT TOP PUMP CHAMBER SO PUMP Plaque VENTILATION AND PRECAUTIONS. RECOMMEND CAN BE REMOVED FROM TOP OF TANK. ALL ROOF RUNOFF is TO BE DIRECTED BY GUTTERS AND DOWNSPOUTS TO DRY WELLSNOT SHOWN. PUMP AND FLOATS BE SET FROM OUT– –RECOMMEND FLOATS BE ATTACHED TO 3" ( )SIDE TANK AND LOWERED IN. PUMP LINE SO FLOATS CAN BE ADJUSTED IT IS PROPOSED TO CONTINUE TO USE THE EXISTING CRUSHED SHELL PARKING AS THIS ALLOWS OUTSIDE CHAMBER. RAINWATER TO BE TRAPPED WHERE IT FALLS AND MINIMIZES RUNOFF TO THE STREET. WE ARE PROPOSING NO CHANGES TO THE EXISTING PARKING AREA AND NO DRAINAGE PROBLEMS HAVE BEEN REPORTED ADJACENT TO THE RED -ROSE -INN. LOT COVERAGE FOUNDATION FOOTPRINT 2984±S.F. ALL MECHANICAL EQUIPMENT DECK/STEPS FOOTPRINT 1081±S.F. SERVING BUILDING TO BE STEPS/LANDING 270±S.F. 1 x AC PLATFORM 48±S.F. ABOVE 1ST FLOOR ELEVATION. / X TOTAL 4383±S.F. COVERAGE= 4383±S.F./15,260±S.F.=28.77 W BUILDING HEIGHT / X4,82 85 ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE + AVG_ ON BERRY/ 2 �, ADJACENT ROAD GRADE= 4.4 + 5.6 / 2 = 5.0 / / PROPOSED TOP FOUNDATION= 11.3 SCALED ROOF ABOVE TOP FOUND.=+244.7 \ PROPOSED PEAK OF ROOF= 36.0 4.80 I 1 BUILDING HEIGHT= 36.0 – 5.0 = 31 4,76 jl 6 LEGEND .4 W— WATER LINE MARKINGS(AS LOCATED 1N 2000) / E OVERHEAD ELECTRIC WIRES (IF.SHOWN) / //4.76 I G GAS LINE MARKINGS (AS LOCATED IN 2000), /-6 EXISTING CONTOUR X / W 6.06 QJ UTILITY POLE (IF SHOWN) ID EXISTING DRAINAGE CATCH BASIN 4.42 / X FENCE (IF SHOWN, NOT ALL SHOWN) / X THIS PLAN IS A VALID COPY ONLY IF IT BEARS / W AN ORIGINAL RED STAMP AND SIGNATURE. of 4 , 6 3 "OF Mt, �S 4,84 ° R Al s°� A� � Q� � LOT o�// \�� LO I r�t�— W 5,72 N to RE CADIL CADILLAC # 1060 ° of 35779�Q s 9-GIsERS ! 'SURd Q- 4,40 �apoj 1 5y 26O± S. F. SANIT AR�P� - qN0 SURVEY° / 4,40 / ® C, W //4,4 \ X)C, 0 &) CD U///' Y,, I11 O \ 60 �'1°' Preferred X 9 \ �\\ X 6.3 Pile � 4,33 X / / ,,�,, Proposed Grass 6.3 5 \ �i 5,O BENCH .P MARK --TOP OF K NAIL / X Area IN PAVEMENT= 4.09 NGVD29 / X \ 6 , O 0 6JLi 1 � 1 N 00 LU :.. // \ x 5.0 \ �'�� :: \ 0 4.0 9 '�;'� �� 10 f \ \X 5 : \ 14. T 7 i N \ ��,� �� ' / ,�3 / 37 O % - \� �o. , �--- 6, X / of �> 6.8' OGS i W Qj \ \ �` ,' X 6 4,04 \ 5, ,y� �� CoQ 10 Quo mar. 1 6,09 r 4 4 79 O �Q P� \ \ 3 W It L'j Ljj Q �� 1 ,> 6.09 i 1 X c6.0\ X l EkiSt\�1,' 3/ G0 i \--� S_hel! Wolk 1 °�\ J X >. 5.79 0 QL°�\sz 6,1 4.36 X011 6,6 6.25 Exist. Prop. Inv. 5.59 Below Slab N /F / ��, \�\� X6 1 6 TOWN OF YARMOUTHX 5.3 PUBLIC BEACH 5,39 WIDEN EXISTING s, 6.3 _ .2 PLANTING BED TO \8 5.28 6' AND EXTEND AS A�q I X SHOWN --USE NATIVE ��%9 Grass APPROVED SALT HARDY p PLANTS --THIS WORK OK 4 86 BEYOND WORK LIMIT _ q/ \yn 1� SITE PLAN FOR THE O� b NEW HAMPSHIRL, LLC LOTS 31 & 32, 6 NEW HAMPSHIRE AVE., W. YARMOUTH, MA AUGUST 4, 2011 SCALE: 1"=10' -RONALD J. CADILLAC, -PLS, -RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 REV. 8/24/2011 --PLANTING BEDS, UTILITY ROOM, AC, V 6� o 0) VJ X 3,9 3,4 �eQ�h co ©2011 BY R.J. CADILLAC x 6,04 FAST MAY BE VENTED TO ROOF STACK IF FEASIBLE BENCH MARK --TOP OF PK NAIL -IN PAVEMENT= 5.39 NGVD29 SEPTIC LOCATION FROM ASBUILT 5/29/2010 _ 4,8 �o oU ov RIP—RAP' oas X 23 oP 2 PAGE 1 OF 1 RECEIVED Cod Lq AT HEARING