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HomeMy WebLinkAbout6 New Hampshire Ave - Site PlanJOB NO. Y11-23 NOTESEXISTING 2500 GAL. ALARM & PUMP NOTES SixNewHampshire.dw 1. LOCUS IS A.M. 16, PARCEL 54. H-20 PUMP CHAMBER 1. ALARM TO CI WIRED BY ELECTRICIAN ON ' 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. 28. SEPARATE CIRCUIT FROM PUMP. 8100 Wo m DRILL 3 8" WEEP 2. ELECTRICAL. WORK TO BE INSPECTED BY 3. LOCUS IS IN FLOOD ZONE Al2(EL. 12) ON FIRM DATED JULY 2, 1992. COVER TO GRADE % WIRING INSPECTOR. 4. LOT DIMENSIONS ARE FROM LAND COURT PLAN NO. 18145A r5,','e 3. ALARM TO BE LOCATED AT BUILDING. NOT To INSPECT REPAIR AND CONNECT TO EXISTING SEPTIC SYSTEM RecommenAOn C 4. ELECTRIC TO RUN TO SEPARATE METER. (NOT A UNIT METER) SCALE Qy replaceable f5. PUMP TO BE CAPABLE OF PASSING 2°�• - THE EXISTING SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. nnect 1-1/4" SOLIDS AND INSTALLED IN STRICT Lewis Bay PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD CONFORMANCE WITH MANUFACTURER'S SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND 2nd PumpSPECIFICATIONS. ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. 1St Pu6. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SUB - LOCATION MAP CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) 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 112 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. MAINTENANCE OF PUMP: LEACHING LATERALS (2' PVC) AND PORTION OF MANIFOLD WITH HOLES TO BE CLEANED WITH BRUSH. -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. PUMP AND FLOATS BE SET FROM OUT- -RECOMMEND FLOATS BE ATTACHED TO 3" ALL ROOF RUNOFF IS TO BE DIRECTED BY GUTTERS AND DOWNSPOUTS TO DRY WELLS (NOT SHOWN). 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 ALL MECHANICAL EQUIPMENT REPORTED ADJACENT TO THE RED ROSE INN. SERVING BUILDING TO BE LOT COVERAGE DESIGN DATA ABOVE TOP FOUNDATION. LEACH AREA LEACH FIELD IS ODD SHAPED, AS FOUNDATION FOOTPRINT 2984±S.F. ( BEDROOMS: 4-3 BDRM UNITS) 12 / SHOWN (1175 S.F.). FIELD IS 18" DECK/STEPS FOOTPRINT 1081±S.F. OFF OF CONCRETE WALL. STEPS/LANDING 270±S.F. GARBAGE GRINDER: No / / X AC PLATFORM 48±S.F. REQUIRED CAPACITY: 1320 GPD / LLJ I TOTAL 4383±S.F. SEPTIC TANK REQUIRED: 3960 GAL. 6 Red Rose ' COVERAGE= 4383±S.F./15,260±S. F.=28.7% 1ST COMPARTMENT 2640 GAL. / 2ND COMPARTMENT 1320 GAL.' / / 85 den & GarMemorial / BUILDING HEIGHT SEPTIC TANK PROVIDED: 6000 GAL / �'.8 Plaque I' ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE + AVG. ON BERRY/ 2 / \ 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 / 4 e0 PROPOSED PEAK OF ROOF= 36.7 NORMAL CAPACITY: 869.5 GPD / ! BUILDING HEIGHT= 36.7 - 5.0 = 31.7 [(1175 SF) X (.74 GPD/SF)] / :•_•.-1 I6 �' ! LEGEND GENERAL I/A USE CAPACITY: 1739 GPD . - d y [(1175 SF) X (1.48 GPD/SF)*] -W- WATER LINE MARKINGS(AS LOCATED IN 2000) PUMP CHAMBER:2500 GAL. / 4,76 -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) PUMP CHAMBER STORAGE CAPACITY: 1560 GAL. G GAS LINE MARKINGS (AS LOCATED IN 2000) DOSES PER DAY: 4 / / ,' 1f f 6.06 �-6EXISTING CONTOUR 0 UTILITY POLE (IF SHOWN) * EFFECTIVE LOADING RATE ® UNDER FAST APPROVAL ' EXISTING DRAINAGE CATCH BASIN 4,42 i X - FENCE (IF SHOWN, NOT ALL SHOWN) DATED 3/22/11 AND USED WITH 5' TO GROUNDWATER / THIS PLAN IS A VALID COPY ONLY IF IT BEARS / �ii I 2" PVC ' AN ORIGINAL RED STAMP AND SIGNATURE. e4 j4.63 5,7 2 i cyG o�y A tiG y / I 0� ala CADILLAC CADILLAC #106o o#ssT�s�Q ) 4,40 d�0/ \ `�\ N` CLEAN OUTS @ �FG,sfs If SSN' / �,/ ' w ENDS OF LINES S YANITAP�PN A,. p SURVE / X _ I � ��� 4,40 ® C, j 4.4 \ arc 1/4 HOLES (TYPICAL) \X X 0000 \\�oO JQ off. � \ /� 2 � Preferre �� � - �_ _ ,92 6,04 � / / 4,5 '\ \ x Cvci p� %\ Proposed G3 Pile rass 6.3 4,33 X / x \ %' Area 1 \, t l ! 5 O BENCH MARK --TOP OF PK NAIL / \� '� O W l `'-L-! IN PAVEMENT= 4.09 NGVD29 / �j x 5,6 ''/�' (MARKED WITH WHITE PAINT) / 0���'(� c �:: x' N I� ' / 0 4,09 / / r��\ \ �, o) i � 1 / \ \ \x 5, ...: \\ /��O ?4. , j �1 f ODOR TRENCH e3 ' USE 3 HI -CAPACITY 6.8' INFILTRATORS WITH X / \ ��� moi, :'•'' ` \, �� > L1 1/2 OF STONE ALL < ee j AROUND. USE 3„ STONE UNDER AND 12" 4,04 \ \ ` ��r �� Qco� ' ''max 6 =3 ,09 UP ON SIDES. 5, �. /1D ` Q i 11.37 W BOTTOM INFILTRATORS .7 9 \ VENT FAST 3.OHS TO \ oO��P �� �i �� C>LI ODOR TRENCH W/8" PVC �, , i i0 �� PITCH VENT PIPE EVENLY \ 5.7 �,` COQ �\Gj ��� �� 6. DOWNHILL TO TRENCH. � �ji I TRY NOT TO DAMAGE 3" PUMP LINE i �:. �� ODOR TRENCH L 0 T AREA - 6 \� < cpm\ i j 1. DRILL 2 DIAMETER HOLES FC 0 12 ON CENTER ON TOP 8 PVC 5 ,260±S.I O �� yC ;� �j INSIDE INFILTRATORS, CAP END. `> �� �oq�st ' 3� DRILL 3--3/8" HOLES ON BOTTOM 9� i �\qpS(S __S�eflW ff 8 PIPE FOR DRAINAGE. LAY o� �v,�Q� ��� _ PIPE ON LEVEL 3" STONE BED. : t 2. PLACE INFILTRATORS OVER PIPE Q`�� 2 OR ,' J Cv 1 I AND PLACE STONE ON SIDES OF 4.36 SEPTIC SYSTEM INSPECTIONS � _ INFILTRATORS TO COVER ABOVE 1. BY R.J. CADILLAC 57Js` 6 / 6,6 6.25 Exist. L r�6�j _ � � INFILTRATOR SIDE VENTS (12"). 2. BY I/A PROVIDER. LAY FILTER CLOTH OVER INFIL- Prop. Inv. 5,59 TRATORS AND STONE. / u Below Slab \ � 2. PLACE ONE FOOT MINIMUM 6._ CEDAR WOOD CHIPS OVER FILTER ' CLOTH TO GRADE, CHANGE OR X 5,3 �pC� g 5'39 ADD WOOD CHIPS YEARLY OR ! WHEN NECESSARY. N/F WIDEN EXISTING � 6.3 2 TOWN OF YARMOUTH PLANTING BED TO c 5118 5.28 PUBLIC BEACH 6' AND EXTEND AS %� X SHOWN --USE NATIVE'S Grass APPROVED SALT HARDY O1 6, 5,r BENCH MARK --TOP OF PK NAIL Q PLANTS --THIS WORK OK ' 4,86 IN PAVEMENT= 5.39 NGVD29 BEYOND WORK LIMIT 11% \9j �p o (MARKED WITH WHITE PAINT) SITE PLAN FOR THE p 6 NEW HAMPSHIRE, LLC LOTS 31 & 329 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 T0� WEST YARMOUTH, MA 02673 x 3,4 (508) 775-9700 �aeoGh REV. 11/02/2011 --FOR HEALTH DEPARTMENT --DESIGN DATA '(a� REV. 11/01/2011 --FOR HEALTH DEPARTMENT --ODOR TRENCH, DESIGN DATA, LEACHING LINES SHOWN. Coos REV. 10/19/2011 --FOUNDATION, 1ST FLOOR & SLAB ELEVATIONS ©2011 BY R.J. CADILLAC REV. 08/24/2011 --PLANTING BEDS, UTILITY ROOM, AC, x ' RIP -RAPS X 2.7 Mean SEPTIC LOCATION FROM 9-y4Qf, ASBUiLT 5/29/2010 ¢L� /•i9 �'v�'/�/Gl�l�lP � a c 4,8 a� gark /s op _�T X 1,2 PAGE 1 OF 1