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HomeMy WebLinkAbout6 New Hampshire Ave - Site Plan 3JOB NO. Y11 NOTES EXISTING 2500 GAL. ALARM & PUMP NOTES SixNewHampshi 1. LOCUS IS A.M. 16, PARCEL 54. H - 20 PUMP CHAMBER 1. ALARM TO BE WIRED BY ELECTRICIAN ON $roadway m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. 28. SEPARATE CIRCUIT FROM PUMP. 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. NOT To .� )) 3. ALARM TO BE LOCATED AT BUILDING. SCALE h INSPECT REPAIR AND CONNECT TO EXISTING SEPTIC SYSTEM replaceable Recommend Flopis 3 PVC 4. ELECTRIC TO RUN TO SEPARATE METER. (NOT A UNIT ME og 5. PUMP TO BE CAPABLE OF PASSING Z� 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 r % Lewis Bay PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD Union CONFORMANCE WITH MANUFACTURER'S SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND 2nd Pump/Alarm 29" SPECIFICATIONS. ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. 1St Pump On 25" Check Valve 6. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SVB LOCATION MAP CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) Off -15" STITUTiON WITHOUT R.J. CADILLAC APPROVAL'. �� DISCONNECT & FILL 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. 7. TO PROVIDE FOR EASY AND SAFE USE 2 MEYERS WHR5 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. P LEACHING LATERALS (2' PVC) AND PORTION OF MANIFOLD WITH HOLES TO BE CLEANED WITH BRUSH. MAINTENANCE OF PUMP: -PROVIDE UNION /DISCONNECT IN 3" PVC LOT RAINWATER RUNOFF CAUTION: CONFINED SPACE --USE PROPER 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 1N. PUMP LINE SO FLOATS CAN BE ADJUSTED 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 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 / / X OFF OF CONCRETE WALL. AC PLATFORM 48±S.F. REQUIRED CAPACITY: 1320 GPD TOTAL 4383±S. F. SEPTIC TANK REQUIRED: 3960 GAL. W COVERAGE=4383±S.F./15,260±S. F.=28.7% 1ST COMPARTMENT 2640 GAL. / Red Rose J BUILDING HEIGHT 2ND COMPARTMENT 1320 GAL / / �\ ,85 Garden Memori& al SEPTIC TANK PROVIDED: 6000 GAL. / 82 ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE + AVG. ON BERRY/ 2 1ST COMPARTMENT 3290 GAL / \ Plaque I ADJACENT ROAD GRADE= 4.4 + 5-6 / 2 = 5.0 / 7 2ND COMPARTMENT 2710' GAL. PROPOSED TOP FOUNDATION= 12.0 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)] / .'.) 6 r� LEGEND GENERAL I/A USE CAPACITY: 1739 GPD / _ 4 �- 48 GPD/SF)*] / W- WATER LINE MARKtNGS(AS LOCATED IN 2000 } [(1175 SF) X (1. E OVERHEAD ELECTRIC WIRES (IF SHOWN) PUMP CHAMBER: 2500 GAL. / 4,76 PUMP CHAMBER STORAGE CAPACITY: 1560 GAL. G GAS LINE MARKINGS (AS LOCATED IN 2000) DOSES PER DAY: 4 /" / / , / / I f f G. 0 6 EXISTING CONTOUR X UTILITY POLE (IF SHOWN) * EFFECTIVE LOADING RATE ® EXISTING DRAINAGE CATCH BASIN UNDER FAST APPROVAL/ '' ' X - FENCE (IF SHOWN, NOT ALL SHOWN) DATED 3AND USED 4 4,42 // ' GROUNDWATER ' X TO GR WITH 5' TO GR1 i THIS PLAN IS A VALID COPY ONLY IF IT BEARS/ �,� ��` 2„ PVC AN ORIGINAL RED STAMP AND SIGNATURE. ' f i ' � 1 4.84 O/ �\ .G3 /�'/ '0 HOFM 5,72 f o JAMES .' o JAM `I ��/\. I" CADILLAC '+ I" CADILLAC " #1060#35779�� J 4.40 �I CLEANOUTS @ GISTEF�O ! � E55\ ? SA N 11 ITAR�A� 'v0 SURAE / F,j `\ , w ENDS OF LINES 4,40 X /4,4 c 1/4 HOLES (TYPICAL) L UX /610 ' �6 3 PVC \\ \\\ �-j 4.5 ��\ \ 6 Preferre 2 \\ � x \ \ X 6,3 Pile \, `-_�,_ .9� �e,o4 / 4,33 X / D< �;'�, Proposed Grass 6,3 / x\5 \ '%' , , Area 1Lij 5 0 BEN PAVEMENT= NCH TOF OF PK 09 NGVD29 IL / 'j/O G 7 L (MARKED WITH WHITE PAINT) / x J 6 O \� ' N 00 / / \ x 5.0 / \ \x 'S,1 \\ /,��,' 14. % 1 l ODOR TRENCH i �'S l }� USE 3 HI -CAPACITY 6.8' / INFILTRATORS WITH �\ \ ,moi \\ F `\ ,> �`E W f 1 /2 OF STONE ALL ' . ' fie' COQ �� `\ \ ,� Q� f AROUND. USE 3" STONE UNDER AND 4.04O \ '� \�Q�Oe Q / 11-37 65 W 1 6,09 UP ON SIDES.. 4 4179 \ 'ii�� -. :-' :. \ BOTTOM INFILTRATOf ' 5 17 VENT FAST 3.OHS TO C)Ljj \ �L O G� `� ,' of W J ODOR TRENCH W/8" PVC I \ 5,7 ` F�'Q . i �� i 6 a) PITCH VENT PIPE EVENLY :' DOWNHILL TO TRENCH. TRY NOT TO DAMAGE 3" i (i' \� J PUMP LINE LOT AREA- G, O ODOR TRENCH C �. 1 2 6 0 -}- S . I . \ �` 1. DRILL 2" DIAMETER HOLES 0 C,� X ' 12 ON CENTER ON TOP 8 1 \ \�� Cr�E s -J/ INSIDE \ 3 ' INSIDE INFILTRATORS, CAP El \ Tr OS t , Sh / ' DRILL 3--3/8" HOLES ON B \ �' OGS \ap ell Walk 8 PIPE FOR DRAINAGE. LA' a>�\ �� O W ' PIPE ON LEVEL 3" STONE BE a�\ OW _ 2. PLACE INFILTRATORS OVEF 'L G'1 �' 4.36 AND PLACE STONE ON SIDES SEPTIC SYSTEM INSPECTIONS �� G Q �i ! INFILTRATORS TO COVER ABC 1. BY R.J. CADILLAC �j �` S 6.6 6.25 Exist. -�6 _ ' I INFILTRATOR SIDE VENTS (12 2. BY I/A PROVIDER. / >> _ _ LAY FILTER CLOTH OVER INFI - Below Slab , G, Prop. Inv. J 5'v9 f TRATORS AND STONE. � i/ GL 'D2. y6,1 2. PLACE ONE FOOT MINIMUM \ 6. 1 CEDAR WOOD CHIPS OVER FI CLOTH TO GRADE, CHANGE X 5'3 �or� g 5,39 ADD WOOD CHIPS YEARLY OF ' WHEN NECESSARY. N/F WIDEN EXISTING TOWN OF YARMOUTH PLANTING BED TO 5.28 PUBLIC BEACH 6' AND EXTEND AS X SHOWN --USE NATIVE r;�9, Grass 1 APPROVED SALT HARDY1 PLANTS --THIS WORK OK OSS was 6, 5'1' f BENCH MARK --TOP OF PK NAIL BEYOND WORK LIMIT �Q� \�ln \ do, O f 4 8G IN(M RKEDENTWITH WHITE PANT)_ SITE PLAN FOR THE 6 NEW HAMPSHIRE, 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 Q) X 5, o v WEST YARMOUTH, MA 02673 x 3,9 3.4 (508) 775-9700 �eaGh REV. 11/02/2011 --FOR HEALTH DEPARTMENT --DESIGN DATA �0\ REV. 11/01/2011 --FOR HEALTH DEPARTMENT --ODOR TRENCH, DESIGN DATA, LEACHING LINES SHOWN. CC) REV. 10/19/2011 --FOUNDATION, 1ST FLOOR & SLAB ELEVATIONS REV. 08/24/2011 --PLANTING BEDS, UTILITY ROOM, AC, ©2011 BY R.J. CADILLAC x, SEPTIC LOCATION FROM ASBUILT 5/29/2010 IP -RAP X 27 W a�- Me 4.8 X 1.2 PAGE 1