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HomeMy WebLinkAboutDecision 4359 - Site Plan 2JOB NO. Y11-23 NOTES EXISTING 2500 GAL. ALARM &PUMP NOTES SixNewHampshire.dv 1. LOCUS IS A.M. 16, PARCEL 54. 1. ALARM TO BE WIRED BY ELECTRICIAN ON Sraadwa , m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. 28. H — 20 PUMP CHAMBER 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 : Recommend Floats VC 3. ALARM TO BE LOCATED AT BUILDING. NOT P � INSPECT REPAIR AND CONNECT TO EXISTING SEPTIC SYSTEM 4. ELECTRIC TO RUN TO SEPARATE METER. (NOT A UNIT METER) replaceable from top THE EXISTING SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. 5. PUMP TO BE CAPABLE OF PASSING Quick Disconnect 1-1/4" SOLIDS AND INSTALLED IN STRICT Lewis Bay PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD U n IOn 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 LOCATION MAP CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) Off 15" 6. USE 2 MEYER WHRS, 1/2 HP PUMP, NO SUB– DISCONNECT & FILL 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. STITUTION WITHOUT R.J. CADILLAC APPROVAL. USE 2 MEYERS WHRS 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. P 7. TO PROVIDE FOR EASY AND SAFE LEACHING LATERALS (2' PVC) AND PORTION OF MANIFOLD WITH HOLES TO BE CLEANED WITH BRUSH. MAINTENANCE OF PUMP: –PRLOT RAINWATER RUNOFF LINE OADTOP VE U IPUMPICH°MBER SO PUMP C CAUTION: CONFINED SPACE --USE PROPER 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 LINE 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 / / OFF OF CONCRETE WALL. AC PLATFORM 48±S.F. x REQUIRED CAPACITY: 1320 GPD TOTAL 4383±S.F. SEPTIC TANK REQUIRED: 3960 GAL. / LLQ !i COVERAGE= 4383±S.F./15,260±S.F.=28.7% 1ST COMPARTMENT 2640 GAL. / Red Rose I BUILDING HEIGHT 2ND COMPARTMENT 1320 GAL. / / Memorial J SEPTIC TANK PROVIDED: 6000 GAL. 8 8 5 Garden & 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. / \ f PROPOSED TOP FOUNDATION= 12.0 2ND COMPARTMENT 2710 GAL. SCALED ROOF ABOVE TOP FOUND.=+24.7 BOTTOM LEACHING AREA: 1175 SF f PROPOSED PEAK OF ROOF= 36.7 NORMAL CAPACITY: 869.5 GPD / 4.80 1 BUILDING HEIGHT= 36.7 – 5.0 = 31.7 [(1175 SF) X (.74 GPD/SF)] / LEGEND GENERAL I/A USE CAPACITY- 1739 GPD / - i�6 5,51 / W WATER LINE MARKINGS(AS LOCATED IN 2000) [(1175 SF) X (1.48 GPD/SF)*],4 1 E OVERHEAD ELECTRIC WIRES (IF SHOWN) PUMP CHAMBER: 2500 GAL. / 4.76 PUMP CHAMBER STORAGE CAPACITY: 1560 GAL. / ! I G GAS LINE MARKINGS (AS LOCATED IN 2000) DOSES PER DAY: 4 / 1 ,-6 EXISTING CONTOUR 6.06 0 UTILITY POLE (IF SHOWN) * EFFECTIVE LOADING RATE W ' ( 91 EXISTING DRAINAGE CATCH BASIN UNDER FAST APPROVAL X — FENCE (IF SHOWN, NOT ALL SHOWN) DATED 3/22/11 AND USED 4 -Q-- 4, 4 21 WITH 5TO GROUNDWATER / / /// I X J THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. �/ �� \ �'�/ / /�/ lr 2" PVC r 0 / I 4.84 4,63 A Q \ �Q , L I J 5,72 a JA c5 o JAMES m ` , ) CADILLAC " CADILLAC" * v 4 4 0 / \ ��� 91060 # 35779 f ' p - RF°IST E�°FFss,°CLEANOUTS @ SgNIiAR`q�.,- SURv�-40 ,=`� ,� 440 ENDS OF LINES o X ® ��` w �4,4 �c P1/4 " HOLES (TYPICAL) i Ln DO / O LXj z O �s 3" PVC �' 6�0 1 z Preferre 4.5 \ 6.2 `� � ,92 6,04 °_ x 9 \ x 6.3 Pile 0 O \ J 4.33x / / x 5 \ ����\ Proposed Grass 6.3 5 0 BENCH MARK --TOP OF PK NAIL/ \ / / / O Area \ IN PAVEMENT= 4.09 NGVD29 / x 6 /// / O 6 7 LLJ (MARKED WITH WHITE PAINT) �\,� \ • • QCt \ :..:�\ 0 1 00 Lu/ / \ x 5.0 / 0 4,09 / v\ \ '%'� �� \�� ".. 10 j / / \ \x 5 14. 11 ODOR TRENCH � O \ \'` � \J��• \ ,�3 J USE 3 HI -CAPACITY X \ / / � \ /, \ QO 6.8 INFILTRATORS WITH 1/2' OF STONE ALL Q/ ' AROUND. USE 3" X \ \ rQ'Q' STONE UNDER AND 12O4.04 / 5 Gj �p'1�, Quo �� 6 5 J 6,09 UP ON SIDES. 4 4,79 \ '�/�'� ��i 11.37 LLJ f BOTTOM INFILTRATORS -3.6 \ \ TCJ' op��P ��.:.: :..\��/��/� ,� / A/ LLJ VENT FAST 3.OHS TO \ 5,7 ` ��, G ` / �O '4 W / ODOR TRENCH W/8 PVC �� �� 6. �' PITCH VENT PIPE EVENLY DOWNHILL TO TRENCH. \N TRY NOT TO DAMAGE 3" ,> �/ `� 1 PUMP LINE LOT AREA= Be ODOR TRENCH 15, 26 0± S. I. 12"DONLCENTDEIRMONETOP0LES 8" PVC �> T`�ESt`���� 3j ' INSIDE INFILTRATORS, CAP END. 0 /, �G�1 /\p�s� \_Sxe// �' 1 DRILL 3--3/8" HOLES ON BOTTOM Wolk 8" PIPE FOR DRAINAGE. LAY Q�\ 1 ��/ O �v _ PIPE ON LEVEL 3" STONE BED. 2. 4.36 I r AND LACE PL CE SITONETONSSDEES OF SEPTIC SYSTEM INSPECTIONS 1. BY R.J. CADILLAC P�r'j ���, �,6 / 6,6 Exist. �6� I INFILTRATORS TO COVER ABOVE 2. BY I/A PROVIDER. / �. 6.25 _ INFILTRATOR SIDE VENTS (12"). Prop. Inv. 5,59 LAY FILTER CLOTH OVER INFIL- �- Below SlabTRATORS AND STONE. I J FOOT MINIMU ?61 \� X6 1 -x 6, '/ f / CEDAR WOOD 2. PLACE ECHIPS OVER FILTER X 5,3 OCACLOTH TO GRADE, CHANGE OR 5,39 ADD WOOD CHIPS YEARLY OR 1 WHEN NECESSARY. WIDEN EXISTING TOWN OF YARMOUTH PLANTING BED TO 558 5,28 /0� PUBLIC BEACH 6' AND EXTEND AS ° I SHOWN --USE NATIVE �9 Grass APPROVED SALT HARDY PLANTS --THIS WORK OK C' / BENCH MARK --TOP OF PK NAIL 0 BEYOND WORK LIMIT sj` Pas 6 5 4.86 IN PAVEMENT= 5.39 NGVD29 �/ \/aA \ �9J C � ' (MARKED WITH WHITE PAINT) 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 WEST YARMOUTH MA 02673 X 19 3,4 (508) 775-9700 d Gh REV. 11/02/2011 --FOR HEALTH DEPARTMENT --DESIGN DATA g3 REV. 11/01/2011 --FOR HEALTH DEPARTMENT --ODOR TRENCH, DESIGN DATA, LEACHING LINES SHOWN. aS�a D REV. 10/19/2011 --FOUNDATION, 1ST FLOOR & SLAB ELEVATIONS G REV. 08/24/2011 --PLANTING BEDS, UTILITY ROOM, AC, ©2011 BY R.J. CADILLAC x ` RIP -RAP X 2.7 ear \A M� SEPTIC LOCATION FROM ASBUILT 5/29/2010 L44 4.8 Foosoos al Bark Op ,2 x 1.2 PAGE 1 OF 1