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HomeMy WebLinkAbout6 New Hampshire Ave - Site Plan 2JOB NO. Y11-23 NOTES EXISTING 2500 GAL. ALARM &PUMP NOTES I SixNewHampshire.dwg 1. LOCUS IS A.M. 16, PARCEL 54. 1. ALARM TO BE WIRED BY ELECTRICIAN ON Brood., v 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. 28. H-20 PUMP CHAMBER SEPARATE CIRCUIT FROM PUMP. Y °' 3. LOCUS IS IN FLOOD ZONE Al2(EL. 12) ON FIRM DATED JULY 2, 1992. COVER TO GRADE DRILL 3/8" WEEP 2. ELECTRICAL WORK TO' BE INSPECTED BY 4. LOT DIMENSIONS ARE FROM LAND COURT PLAN NO. 18145A /VENT HOLE WIRING INSPECTOR. 0 a 3. ALARM TO BE LOCATED AT BUILDING. NOT TO . INSPECT REPAIR AND CONNECT TO EXISTING SEPTIC `SYSTEM Recommend Floats 3 PVC 4. ELECTRIC TO RUN TO SEPARATE METER. (NOT A UNIT METER) SCALE e replaceable from top of ' 5. PUMP TO BE CAPABLE OF PASSING THE EXISTING SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. Quick Disconnect 1-1/4" SOLIDS AND INSTALLED IN STRICT P PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD r Lewis Bay SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND 2nd PUm Alarm 2g" Union CONFORMANCE WITH MANUFACTURER'S ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. p/ SPECIFICATIONS. LOCATION' MAP CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) 1st Pump On 25" Check Valve 6. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SUB - ANY & FILL 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. Off 15 STITUTION WITHOUT R.J. CADILLAC APPROVAL. USE 2 MEYERS WHR5 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL 8Y R.J. CADILLAC. P 7. TO PROVIDE FOR EASY AND SAFE LEACHING LATERALS (2{ PVC) AND PORTION OF MANIFOLD WITH HOLES TO BE CLEANED NTH BRUSH. MAINTENANCE OF PUMP: LOT RAINWATER RUNOFF CAUTION: CONFINED SPACE --USE PROPER -PROVIDE UNION/DISCONNECT IN 3" PVC LINE AT TOP PUMP CHAMBER SO PUMP VENTILATION AND PRECAUTIONS. RECOMMEND CAN BE REMOVED FROM TOP OF TANK. ALL ROOF RUNOFF IS TO BE DIRECTED BY GUTTERS AND DOWNSPOUTS TO DRY WELLS (NOT SHOWN). PUMP AND FLOATS BE SET FROM OUT- -RECOMMEND FLOATS BE ATTACHED TO 3" IT IS PROPOSED TO CONTINUE TO USE THE EXISTING CRUSHED SHELL PARKING AS THIS ALLOWS SIDE TANK AND LOWERED IN. PUMP UNE SO FLOATS CAN BE ADJUSTED RAINWATER TO BE TRAPPED WHERE IT FALLS AND MINIMIZES RUNOFF TO THE STREET. WE ARE OUTSIDE CHAMBER. PROPOSING NO CHANGES TO THE EXISTING PARKING AREA AND NO DRAINAGE PROBLEMS HAVE BEEN ALL MECHANICAL EQUIPMENT REPORTED ADJACENT TO THE RED ROSE INN. SERVING BUILDING TO BE LOT COVERAGE DESIGN DATA ABOVE TOP FOUNDATION. LEACH AREA FOUNDATION FOOTPRINT 2984±S.F. LEACH FIELD IS ODD SHAPED, AS DECK/STEPS FOOTPRINT 1081±S.F. BEDROOMS: (4-3 BDRM UNITS) 12 SHOWN (1175 S.F.). FIELD IS 18" STEPS/LANDING 270±S.F. GARBAGE GRINDER: No xx� X OFF OF CONCRETE WALL. AC PLATFORM, 48±S.F. REQUIRED CAPACITY: 1320 GPD TOTAL 4383±S.F. COVERAGE=4383±S.F. 15,260±S.F.=28.7% SEPTIC TANK REQUIRED: 3960 GAL.W/ 1ST COMPARTMENT2640 GAL Red Rose2ND COMPARTMENT 1320 GAL./ Memorial BUILDING HEIGHT �� ,85 Garden & ! SEPTIC TANK PROVIDED: 6000 GAL. / �r, 2 1 ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE +AVG. ON BERRY/ 2 \ Plaque ADJACENT ROAD GRADE= 4.4 + 5.6 / 2 = 5-0 1ST COMPARTMENT 3290 GAL. PROPOSED TOP FOUNDATION= 12.0 2ND COMPARTMENT 2710 GAL. SCALED ROOF ABOVE TOP FOUND.=+24.7 BOTTOM LEACHING AREA: 1175 SF PROPOSED PEAK OF ROOF= 36.7 NORMAL CAPACITY: 869.5 GPD / 4,80 BUILDING HEIGHT= 36.7 - 5.0 = 31.7 [(1175 SF) X (.74 GPD/SF)] 1 GENERAL I/A USE CAPACITY: 1739 GPD LEGEND 6 1 5.51 -W- WATER LINE MARKINGS(AS LOCATED IN 2000) SF) X (1.48 GPD/SF)*] / _ 4 E OVERHEAD ELECTRIC WIRES (IF SHOWN) PUUMPMP CHAMBER: 2500 GAL. , PUMP CHAMBER STORAGE CAPACITY: 1560 GAL. / 4'76 G GAS LINE MARKINGS (AS LOCATED IN 2000) DOSES PER DAY: 4 / -6-� EXISTING CONTOUR x / f ' 6 06 UTILITY POLE (IF SHOWN) * EFFECTIVE LOADING RATE W ® EXISTING DRAINAGE CATCH BASIN UNDER FAST APPROVAL X - FENCE (IF SHOWN, NOT ALL SHOWN) DATED 3/22/11 AND USED 4 4.42 / Il f x WITH 5 TO GROUNDWATER / i IS PLAN IS A VALID COPY ONLY IF IT ORIGINAL RED STAMP AND SIGNATURE. EARS �� \ / �/ 2" PVC AN 0 �� �' 463 1 4,84 ' 1 f j ON t, � l / \\ �// G�� iI W 5,72 �o CADILLAC CA LAC j \ C� # 1060 # 35779 Q `� I ���/ �� \ \ �� J 1( -t J 4,40 �FG,STE�� �<4,,Ess�°���' / CLEANOUTS @ 'R`�� (�$� / �/ \\ ,' w ENDS OF LINES 4,40 \ O /4,4 o�c 11 4'! HOLES TYPICAL /1 wovix I, 5� F©GULA�T ALL / LO pq� /�\� /�o \ \ \ \ f X 00 1a Q1AT�# A `ER DEP / \ 1 L L j 00 �Jo z 3 PVC \\ J ego Q Preferre D- �, //4.5\ tzr 92 6,04 x 9 A x �3 Pile 4.33 x Proposed Grass 6 3 5. O BEN cPAVEMENT=TO 09 NGVD29 OF PK x 7 IL / / \ /,�� ... Area 6Lu L L! (MARKED WITH WHITE PAINT) •- - - - 3 Q4 \ o �\, j / O 4,09 / / W\ \ �,i�, .. \ i� 1 V. / \ \ 5' , 14. 71 ODOR TRENCH / O \ \ �,��, •` \J��' : \ �•3 f USE 3 HI -CAPACITY O \ 6.8 INFILTRATORS WITH >o0 r LLJ !! 1 /2' OF STONE ALL Qj AROUND. USE 3" (4,04 \ \ \\ G�`C`a �Q ' �`o vOQ �' x 6 5 STONE UNDER AND 12UP ON" \ ,%, 5 W �J \� Q �i1 QK 11.3! 6,09 gOTTOMSINFILTRATORS=3.6 4 4.79 %� v.. r'�. \ /moi / 5 , .•f • \ \ V �c� ,� ��, \ � , � � r /��./ � L'jVENT FAST 3.OHS TO , / i0 vj W / ODOR TRENCH W/8 PVC \ \\ FOQ �� �� �� 1� il 6 Q r PITCH VENT PIPE EVENLY l \ CD DOWNHILL TO TRENCH. \�\� OQ \\ Q G (i �� \eJ 1 PUMP NETRY NOT O DAMAGE 3" LOT AREA= �� ��,� 1 ! 88 \ ?) x ` O ODOR TRENCH N�_ b 0 O \ `\G �/ 1 1. DRILL 2" DIAMETER HOLES 15 t 2 6 O ± S . F. �O. \ 12" ON CENTER ON TOP 8" PVC INSIDE INFILTRATORS, CAP END. 9� \>GN o , \rap esti _Se/ / 3l 1 DRILL 3--3/8" HOLES ON BOTTOM \ WQIk 1 8" PIPE FOR DRAINAGE. LAY �� _ \ ,� `���X 1 PIPE ON LEVEL 3" STONE BED. 2. PLACE INFILTRATORS OVER PIPE SEPTIC SYSTEM INSPECTIONS ��� ?� ,�/ 4.36 �L l 1 AND PLACE STONE ON SIDES OF 1. BY R.J. CADILLAC 6.6 �� 6 Exist. �-6�6� f INFILTRATORS TO COVER ABOVE � � 2. BY 1/A PROVIDER. / sem. 6.25 - _ INFILTRATOR SIDE VENTS (12"). 6• Pro Inv. 5,59 = 1< LAY FILTER CLOTH OVER INFIL- / Below Slab r �� 1 TRATORS AND STONE. ! 2. PLACE ONE FOOT MINIMUM - ! CEDAR WOOD CHIPS OVER FILTER x 5,3C� CLOTH TO GRADE, CHANGE OR 5,39 ADD WOOD CHIPS YEARLY OR WHEN NECESSARY. N/F WIDEN EXISTING /61 6,3 TOWN OF YARMOUTH PLANTING BED TO %5' ? 5�8 5.28 1 PUBLIC BEACH 6' AND EXTEND AS A% o . x SHOWN --USE NATIVE '�%� Grass FST S �i APPROVED SALT HARDY �c'0 9 I 5'I' 'Yarmouth Health Department PLANTS --THIS WORK OK QST 011 0- - 6 BENCH MARK --TOP OF PK NAIL APPROVED BEYOND WORK LIMIT Q/ \ya \ U -01o; I 4.8 IN(M (MARKED WHITE PANT)9 >,�11 SITE PLAN / FOR THE 6 NEW HAMPSHIRE, LLC LOTS 31 & 321 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 �'A co \/ 0 o V WEST YARMOUTH, MA 02673 x = < 4 (508) 775-9700 v aGh REV. 11/02/2011 --FOR HEALTH DEPARTMENT --DESIGN DATA �e REV. 11/01/2011 --FOR HEALTH DEPARTMENT --ODOR TRENCH, DESIGN DATA, LEACHING LINES SHOWN. OaS� a REV. 10/19/2011 --FOUNDATION, 1ST FLOOR & SLAB ELEVATIONS G REV. 08/24/2011 --PLANTING BEDS, UTILITY ROOM, AC, ©2011 BY R.J. CADILLAC RIP -RAP SEPTIC LOCATION FROM ASBUILT 5/29/2010 X 2,7 W a�- r N� Me� 4,8 OOQi gunk S op ,2 X 1.2 PAGE 1 OF 1 1