Loading...
Site Plan - 2022SOIL TEST PIT DATA (11) 5" DIA. KNOCKOUT NOT TO SCALE DISTRIBUTION BOX DETAIL H-20 T"' LEACHING FIELD DETAIL �. NOT 70 SCALE NOT TO SCALE TEST PIT 7P-1 TEST PIT TP -2 ONSITE SOIL EVALUATION REMOVABLE 4' 8» 21" DIA. COVER GRD. EL. 5.6 GRD. EL 5.9 3 COVER DATE: AUGUST 5, 2015 .• 4" PERFORATED PVC SHGW EL 1.8 SHGW EL :. • , ' - TEST 8Y: GRADY CONSULTING, LLC •. Y '-" W/SCREW CAP TO EXTEND DOWN 2" MIN. OF 1/8- TO 1/2"- _„ ,, TO NATURAL SUBORADE-\ 3/4" TO 1-1/2" `DOUBLE WASHED STONE OR EL 3.9 EL 3.4 EL. 1.8 EL 2 4 FILL A SANDY LOAM 10YR 4/2 B LOAMY SAND 1OYR 5/4 WEEPING GW C MED SAND 2.5Y 7/3 20" - MOSS 27" EL 2.9 ooh a � W�a EL 2.5 46" EL. 1.5 EL 0.4 64" NOT TO SCALE G. CI _Ta FILL A SANDY LOAM 10YR 4/2 B LOAMY SAN 10YR 5/4 C MED SAND 2.5Y 7/3 WITNESSED B : AMY wry HuNc. rt.a., a.nv o1 I 1 - m,n. N w"" - DOUBLE .WASHED STONE GEUIEXIILt - LICENSED SOIL EVALUATOR: RICHARD GRADY O O O O 24" I I OVER LEACHING FIELD CONTAINING NO FINES MIN. 4 PERCOLATION RATE: < 2 MINS./INCH I " LOAM AND SEED SOIL CLASS. CLASS 1 8" 30" ' . A A 12" MIN. COVER LT.A.R.: 0.74 GPD/S.F. 36 -, ;.,. ..r �..^,.. \ 4" BOTTOM ON -LEVEL .. 6 MINIMUM STABLE BASE 3/4" TO 1-9/2" •.. , • • CONNECT ENDS $ •..'.. .. 41" LEGEND CRUSHED STONE IOF LATERALS 53" SECTION.A-A j^- 36" AND VENT 4" PERFORATED LEVEL BOTTOM 2.5' 5' 5 5 PIAN VIEW SCH. 40 PVC PIPE 66" UNSUITABLE 11P. 5' OVERDIG TO MATERIALS -� OBSERVED NOTES: ( ) - 18' PER LATERAL BOTTOM OF Lj - GROUNDWATER LEACHING FIELD (TO BE REMOVED) CROSS-SECTION 1. -DISTRIBUTION- BOX TO WITHSTAND H-20 LOADING. 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL ESTIMATED 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. PERCOLATION SONAL HIGH 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PROFILE SEA TEST RANGE GROUNDWATER 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. LOCUS INFORMATION 1,500 GALLON SEPTIC TANK •�e» - - � CURRENT OWNER- CHANNEL -POINT LLC EXISTING TANK TO REMAIN IN PLACE TITLE REFERENCE: DOC. 1222201 PUMP CALCULATIONS PLAN REFERENCE:L.C.P. 14426-K 1,500 GALLON PUMP CHAMBER (H-2DI DESIGN FLOW TO CHAMBER 660 GPD APPROX LOCATION OF INSPECTION SCHEDULE TP -2 (BY OTHERS) ASSESSORS MAP: 14 NOT TO SCALE WATERPROOF AT FACTORY REQUIRED EMERGENCY STORAGE = 660 GALLONS 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE. PARCEL: 9 ll' -oft BUOYANCY CHECK EMERGENCY STORAGE PROVIDED= 711 GALLONS APPROX. LOCATION OF 2. ENGINEER SHALL LOCATE AND STAKE FOOTINGS (LOOSE STONE BED) ZONING DISTRICT: R-25 RS Y O 1 (BY NUMBER OF DAILY DOSING CYCLES = 4-5 PER DAY TP - C PRIOR TO INSALLATION. SETBACKS FRONT 30' GROUNDWATER ELEVATION = 1.80 FT DEPTH ASSOCIATED WITH CYCLE = 5 INCHES [ T DRIV PROPOSED 3. ENGINEER SHALL INSPECT FOOTING LOCATION PRIOR TO INSTALLATION OF WALL SIDE 15' 10'-0" BOTTOM of PUMP CHAMBER = -1.10 FT CHANNEL PO/� OBSERVATION C/ / PORT (TYPJ 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE. REAR 20 TOP OF PUMP CHAMBER = 4.98 FT VOLUME PER PUMP CYCLE: (40 WIDEI OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. MINIMUM LOT SIZE: ' 25,000 S.F. 5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM VOL OF WATER DISPLACED BY PUMP CHAMBER: PROPOSED _ B EN INSTALLED_ EXISTING TOTAL LOT AREA: 32;989± S.F. (1.80-(-1.10)) FT X 66 FT= = 191.4 Fi DESIGN TOTAL DYNAMIC HEAD = 15 FT ` PAVED B W' 5'6 6. ENGINEER SHALL PERFORM A FINAL WALL INSPECTION WH COMPLETE. - - r 30p DIA. COVER WEIGHT OF DISPLACED WATER: DESIGN fLOWRATE (GPM) _ 29 GPM _ FIERLD STO L APRON R 2 ~ FEMA FLOOD 191.4 FT" X 62.4 LBS/FT3 =' 11,943 LBS a r - - - PUMP SHALL BEMYERS SRM4 OR APPROVED EQUAL �... '"'� 6r 142.74" /' � � '• 6 •O 40 MIL BREAKOUT ZONE DISTRICT- "AE" ELEV 11, DATED 7/76/2074 5'-0" I 6'-0" WEIGHT OF 'PUMP CHAMBER = 23,000 LBS S414340,W 3 LINER. 5' AROUND o T W =8.7 ? d S.A.S. OVERLAY DISTRICT: NONE iv B W -6.2 WEIGHT OF SOIL OVER PUMP CHAMBER: E� 1;500 6ALL0 _ (7.0-4.98) FT X 66 FT2 X 85 LBS/FT3 = 11,332 LBS TRA N PUMP CHAMB -- PROPOSED BX SUM of FORCES ACTING DOWN m OED UT) C v _10.3\. NV.rIN=7.77 GENERAL NOTES 23,000 LBS + 11,332 LBS = 34,332 LBS / A) INV. OUT=7.60 24" DIA. COVER PROPOSED 3 CAR GARAG I _) T•W=8.4 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE WITH GAME ROOM OVERHEAD 6 6 B W=6 2 PROPOSED 25'x36' 6 THE SUM OF FORCES ACTING DOWN (34,332 LBS) IS - v °i+ SEWAGE DISPOSAL FACILITIES AND THE BUILDING ADDITION. PLAN VIEW GREATER THAN THE BUOYANT FORCE (11,943 IBS) REAR SLAB ELEV.=7. T W.=7.0 LEACHING FIELD 1QA K LINE e W.=6.7 THE PUMP CHAMBER WILL NOT FLOAT FR. SLAB ELEV.=7. D OILDIN ETBAC (START)=7.50 G. END)=7.40 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 ( STAINLESS STEEL PROPOSED W m I(OUT)=4.78 EX1STt , 97 1 AND YARMOUTH BOARD OF HEALTH REGULATIONS. } SLIDE RAIL SYSTEM 500 -GALLON DRYWELLS , T.W.=8.7 zi COVER SHALL BE o I(IN)=4.00 �T(C ' B.W.=52 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 750 FT. OF THE RAISED TO FINISHED 30" DIA. ACCESS COVER 10 - S w � 7' 1cM 1 ,' � PROPOSED LEACHING FACILITY. t GRADE �t a +, \ LLD STONE T RAISE TO FINISHED GRADE + . PROPOSED BREEZEWAY TO BE Ib ' 41:x' s R L WALL STRUCTURALLY INDEPENDENT I ® LAWN 8 ` ^ 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE a 2" PVC CONDUIT TO CONTROLS OF THE EXISTING DWELLING T.W=7.0 a O MATERIALS. d• _ o B.w.=s.o 6" JUNCTION BOX x S %Y u ,/� Z 1 i \ 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF N ,... , rocs' BUFFER TO roP= o Zj cv - - - -\ ` EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND C) INV.=3.65 INLET TEE OF COASTAL BANK N 15.8' ` W- - -�+ w ' DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL 1.5" SCH. 40 PVC 34. W ,.�.. c 30" EMER. DISCHARGE PIPE 7003 BUFFER TO .5 S76, _ SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 STORAGE QUICK DISCONNECT EDGE OF WERLANDS � � � r rl d �•J INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A 6'-1» 7 ALARM/LAG ON COUPLING , OD FRAME\, EXISTING 1.500 �•. 03 1'i .f1 l � REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE 01.75' G.W. EL. 1.80 HOUSE #2 GALLON SEPTIC � / r d• } 4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF -_ PROPOSED 16 X32 j F FLOOR=8.6 tt TANK 7- 6" # 7 j25P ON 3 MERCURY FLOAT POOL WITH HOT TUB f 6" PUMP OFF LEVEL CONTROLS WITH SAFETY COVER e (OUT)=3075 ` N THE FOLLOWING SPECIFICATIONS �.. 9" 0.75 EL -1.10 79.0 BENCHMARK 100% MUST PASS #4 SIEVE FIRST FLOOR 10%MUST PASS #50 SIEVE L9PROPOSED PATIO cs DOOR SILL \\\ EL. 8.63' x 7.2 0-20% MUST PASS #100 SIEVE 12" MIN. 3/4" TO 1-1/2" STONE EL. 7.2 I0-5% MUST PASS #200 SIEVE a CROSS SECTION [ 61 PATIO i NOTES. 50' BUFFE TO TOP '!� �-� 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER w 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. OF COASTAL BANK ` � � i 7 � � PA �lO � � DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. ti�JJ \ SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS a 3. FILL ALL UNUSED KNOCKOUT'S WITH MORTAR. 50' BUFFER TO EDGE - - OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF Co 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. OF WETLANDS ^� -•• �* w CONSTRUCTION. 1F ANY DISCREPANCIES VE 'r' 5. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. Lt�bVN„� NCIE ARE DISCOVERED OR FIELD CHANGES N 6. POWER CABLES SHALL BE PLACED IN CONDUITS IN ACCORDANCE WITH LOCAL AND STATE CODES. �.,� - REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 1 7, 2" PVC CONDUIT To CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. L PROPOSED STRAW �•.� SHED 1 } C14 $. PUMP CHAMBER SHALL BE SHOREY PRECAST OR APPROVED EQUAL. o WATTLE BARRIER •'�•. _ TJ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE C-41 �•• ••- / PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTIUTY Ld EXISTING PIER AND 1 1 l y COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS RECENTLY APPROVED 15 EXISTING 3'X18' IN SERVICE BANK STABILIZATION 6 RAUP " �` - % a 8. CONTRACTOR 7S REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, o _ TOP OF .r TOP OF P OASTAL SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF d COASTAL m FLAG POLE BANK � CONSTRUCTION. BANK GE OF CL LA 1s -o 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION o 6VOC?tiED OR USE OF A' GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR to _".�-- -�� l3fiW 2- / 15.240(4). = L 545 45 05"W- 1SAC7 }1��" QO�ST� �J J11ic 10. THE SITE UTILITIES SHALL BE VERIFIED AND RELOCATED (IF NEEDED) PRIOR TO CONSTRUCTION. N -CRUSHED STONE FLC)gCi ZONE AE .E N TONE W/MORTAR JOINTS FLOOD Zt?NE AE L. - -.- MLV€ '- " _z _ CD RAKED 1/2 SEE SPEC. -" - .s FIRST PIPE LENGTH TO BE SET LEVEL °In° _____ '- '- " _" � -.__. .., -... '" •�':-.. "".-- --'ir / 4 SCH. 40 PERF. PVC AKE BACK OF WALL --3 , f+ FOR MIN. 2 1' HOR: 2' VERT. FNI HEADER g pS7THON�EF TO yp EXTEND DESIGN CALCULATIONS SYSTEM PROFILE 1.5" SCH. 40 PVC MV LLIEIGHT of WALL PLACE DESIGN flow NOT TO SCALE T.O.F.=7.5 FORCE MAIN FINISHED GRADE 9I - 6 -0 D.C. ALONG ENTIRE WALL - L=34 FT. INLET TEE EL. 9.0 - 9.1 LEACHING 1 1/2"" PVC WEEPHOLE, PLACED 4 SCH. 40 PVC 4" SCH. 40 PVC INV.=7.50 m 10 -0 0 C. fOtJG WALL 6 BEDROOMS ®110 GPD/BEDROOM = 660 GPD EL. 6.81 L=39' TRENCHES / z SLOPE 0 FA OF WALL L=5' END INV.=7.4 ca o SEE NOTE"BELOW5=0.02 CD .. REQUIRED SEPTIC TANK •v 3=0.02 - - M o EY ST�FLLTO FTG. 5'-0 O.C. 660 GPD X 200% = 1,320 GALLONS -,"OF Mggs TOP WALL K VARIES z Z ALONG USE 1,500 GALLON SEPTIC TANK a��P ACti° •'' � PROPOSED s I=7.77 r SIZE OF REQUIRED LEACHING FACILITY o gERANJ.. ay RET. WALL i - v HEALY D -BOX DESIGN PERC. RATE: <2 MIN/INCH P N0.4et36 �� "EXISTING EL. 6.90 CORE5.1' SEPARATIONPROPOSED 40 MIL POLY LINER LONG TERM APPL RATE: 0.74 GPD/SF °TR �o MAIN 1=7.60 UND ISRI@ED/ COMPACTED 660 GPD a 0.74 GPD SF - 892 SF ssiFclsTeR 1=4.78 ".' NEW 1=3.75 1=3.65 1=3.40 I ALL AROUND LEACHING AREA SUBGRA / = oroAL L INLET SIZE OF LEACHING FACILITY PROVIDED r 1=4.00 EL. 1.8 EL. 6.90 " EXISTING 1,500 GAL. EST. HIGH GROUNDWATER NOTE: FOOTING WIDTH W/ WALL HEIGHT ` ' SEPTIC TANK TO 1,500 GAL. (7/2 HEIGHT + 18 USE A 900 SQ. FT. LEACHING FIELD (25'x36') REMAIN PUMP CHAMBER FIELDSTONE RETAINING WALL BOTTOM/EFFECTIVE LEACHING AREA = 693.3 S.F.�z RECEaVE® NOTE: E SCALE: NONE 893.3 S.F. X 0.74 GPD/S.F. = 661.0 GPD (INSTALLED CAPACITY) JUL 1 V ?022 661 GPD > 660 GPD (1 GPD RESERVE CAPACITY PROVIDED) MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING ;z HEALTH DEPT, LEWIS BAY COVE RO RADIO AD LANE - MOSS S0, QUAItROgp QO ROAD Op �o R0� ooh a � W�a ROAO ��Q.OQ_ 0 LOCUS MAP NOT TO SCALE G. 71RIAN YfRGATI•AN v1 7/8/22 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER DESIGN 2 CHANNEL POINT DRIVE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JUNE 7, 2022 NO. DATE DESC. 1 7/8/22 HEALTH DEPT NOTES PREPARED FOR: JAKE SIMMONS 2 CHANNEL POINT DRIVE WEST YARMOUTH, MA 02673 0M lw3%S(,',' GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 FEET FILE: Projects-YAR\4998502\C\D\4998502-SP.dwg DWG. NO: SHEET 1 OF 1 JOB. NO: 4-9985.02