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Home My WebLink AboutEngineered Plan - Rev. 2020. .. " . . . . - . . ;; II IYarmouthport, .: . . MA . GENERAL NOTES SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS. NS. OAT D Locus PUMP DOSING CALCULATIO PUMP CRAMBER FL ETAIL . .. . G A EAS ADC ALLOWED OV IC SYSTEM TEST HOLE 1: EL=24.01. SEWAGE DESIGN FLOWt . NOT TO SCALE . A.) NEITHER DRIVEWAYS NOR PARKIN ADCAC ER SEPT . UNLESS H-20 COMPON ENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED LIN - LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. . C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION of ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE,COLOR (USDA)(MUNSELL) SOIL . SOIL 10THER MOTTLINGI.. 0-16 0-15 A Fine Loamy Sand i 10YR 3/2 NONE B 15-37 B I Silt Loam 10YR 5/6 NONE Firm 37-92 Cl Fine Loam Sand 10YR 6/6 NONE Friable 92-149 C Fine Sand 10 6/6 NONE GW ENCOUNTERED �149" . BEDROOM D E N @ 110 GPD = 440 GPD 1. DETERMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD: i � LEACHING CAPACITY REQUIREDt DAILY FLOW = 440 GALLONS (PER TITLE 5 FLOWS) INLET INVERT _ -� M o BEDROOMS M PD = 440 GPD REQUIRED NUMBER OF DOSES PER DAY = 8 DOSES Storage Volume' SEPTIC TANK CAPACITY REQUIREDt . NUMBER OF GALLONS =440/8 = 55 GPD (23"- 676 Gallons) G LHR D FLOW = PD = 880 GAL. REQUIRED . i DRAIN BACK VOLUME: .. HIGH A M . 2,� E SEPTIC TANK CAPACITY PROVIDEDi 2 FORCE MAIN = 6.61 GALLONS PUMP ON Route 6A _ 0 EPT N M N. LLOWED) . . .1 . CO N ST R U CT I 0 N NOTES . H G CITY PROVIDED PUMPING VOLUME -DOSING VOLUME +DRAIN BACK VOLUME 5 3 - Cycle Volume (88± GALLON PER DOSING) TEST HOLE 2: EL - 26.3± 1 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, .,TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTICTANK(S), GREASE TRAP(S), DOSING CHAMBER(S) AND DISTRIBUTION . BOX(ES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY . . COMPACTED OR ON A 6 INCH CRUSHED STONE BASE. " . DEPTH 0 FROM SURFACE -. - (INCHES) SOIL HORIZON- S OIL TEXTURE - (USDA) I SO IL COLOR (MUNSELL) SOIL OTHER MOTTLING - - --- .. 0-16 A Fine Loam Sand I 10YR 3/2 NONE 16-53 B Silt Loam 10YR 5/6 NONE 53-132 C1 Fine Loam Sad 10YR 6 6 NONE 132-132+ C2 Silt Loam 10YR 6/7 NONE LEAC IN CAPA t PUMPING VOLUME = 55 GALLONS + 6.6 GALLONS = 61.6 GALLONSt Low Water, Pump Off " . ONE 33.5 E HING CHAMBER CAN LEACH: .. . - + 33.5 X 2.0 2 + 12.83 X 2.0 2 X 0.74 GPD SF=455.10 GPD . 3. TOTAL DYNAMIC HEAD. 10'±. 11 I Vt-((33.5 X 12.83) ( ) ( )) /19 SUMP . 455 GPD>440 GPD REQUIRED 4. PUMP MUST BE CAPABLE OF PUMPING AT LEAST 5 GPM . NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. AGAINST DYNAMIC HEAD OF 10'± FT (USE ONE LIBERTY 1/3 HP LOW HEAD EFF1.LUENT PUMP - a . . INSTALU OR ENGINEER APPROVED EQUIVALENT) NE -1500 GALLON SEPTIC TANK FLOAT INSTALLATION NOTES., . ONE (1)-1500 GALLON PUMP CHAMBER .. . 1.) FLOATS SHALL BE INSTALLED WITH A CA5LE WEIGHT . _ ONE (1)- LIBERTY EFFLUENT PUMP, 1/3 HP LOW HEAD EFFLUENT PUMP, FLOATS, AND ALARMS . 3. SEPTIC TANKS SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE TEST HOLE 3. EL -22.7± � ,• AND SHALL NOT BE TETHERED TO THE DISCHARGE LINE IN ORDER U O „ - ONE (1) 3 OUTLET DISTRIBUTION BOY"(H-20 Rated) AT LEASTTHREE 20 DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUTMAN HOLE, . 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST . " DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL i TEXTURE (USDA) SOIL COLOR I -' . (MUNSELL) " SOIL OTHER . MOTTLING . 0-13 A Fine Loa my Sand 1' 10YR 3/2 NONE 13-30 B Fine Loamy Sand I 10YR 5/8 NONE 30-81 1 C1 I Fine Sand +10YR 6/6 NONE PERC 61" <3MIN IN " 81-105 C2 Silt Loam i JOYR 6/7 1 NONE TO ALLOW FOR THEM TO BE PULLED UP TOITHE TOP OF PUMP CHAMBER. N NOT TO SCALE THREE (3)-500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND P U M P NOTES CSC R E QU I R E M E NTS . I T-+ . ONE (1) -MUSHROOM VENT CAP BY SWEET -AIR 2.) FLOATS SHALL BE INSTALLED SO THAT THEY CAN BE �-+ ACCESSED FROM OUTLET MANHOLE COVER! . 1.) ALARM LOCATION SHALL.BE APPROVED BY OWNER. ALARM SHALL BE A RED WARNING LIGHT 3.) FLOATS MUST BE INSTALLED SO THAT THEY ARE Z LAND COURT PLAN ..18112-C . WITH AUDIBLE ALARM LOCATED WITHIN THE BUILDING AS SHOWN ON TH1.E PLAN. FREE TO MOVE THROUGHOUT IT'S TRAVEL AND NOT CONTACT g CERTIFICATE # 1275907 . 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER TO THE THE PUMP BODY, PIPING, OR OTHER OBJE Is. ASSESSORS' MAP 121 PARCEL 45 DISCONNECT' PULL BOX THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT t2 8.1 OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST . 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION . BOXTOASSURE EVEN DISTRIBUTION. . . 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW . THE OUTLET INVERT. . 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO . 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" . ' LAYER OF 1/8" TO 1/2'. DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. . I . . . 1. � ..1- . . . .. � I � � . . 6.) ENGINEER SHALL REVIEW AND APPROVE SUBMITTALS ON PUMPS, FLOATS, AND CONTROL PANEL .. I � .I. .. . I . - W- WATER SERVICE LINE I I . . . .' . I . . I . .. -0 .OVERHEAD UTILITY SERVICE . - - I VICE u UNDERGROUND UT LITY SER . i - �- GAS SERVICE LINE . 1 :TP . TEST HOLE BORING LOCATION . .'. '® . I. . ST SEPTIC TANK . . . . . . I 06 DISTRIBUTION BOX - . sAs SOIL ABSORPTION SYSTEM CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES WITHIN 6" OF . � . I . . . FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. . , DATE OF TESTING: 4/3/2019 : 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. PERCOLATION RATE: LESS THAN 3 MIN/INCH IN 62 LAYER OF TEST PIT #1, AND"Cl"LAYER OF TEST PIT #3. 'O . LEGEND. .. „ ALL PUMP WIRING, INSTALLATIONS S MASSACHUSETTS STATE. 6.) PIPING SHALL CONSIST OF 4 SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 4) R NG, ALARM, AND FLOAT INS HALL CONFORM TO MASSACH WITNESSED BY: MATTHEW J. WROBEL,.EIT J.M. P.REILLY & ASSOCIATES, INC: 0 WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS,. `.. BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. .. PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES AS WELL AS TO MANUFACTURER'S . . AMYVON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT z g -32 EXISTING CONTOUR 7.) DISTRIBUTION LINES FOR SOILABSORPTION SYSTEM (AS REQUIRED) SHALL BE GROUNDWATER ENCOUNTERED STANDING AT 149" IN TEST HOLE 1 SPECIFICATIONS. " 0 00 USE LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. 5.) PUMP SHALL BE LIBERTY PUMP -1/3 HP -LOW HEAD EFFLUENT PUMP OR ENGINEER APPROVED EQUAL. 4 DIAMETER SCHEDULE 40 PVC LAID AT 5 FT/FT. LINE SHALL BE CAPPED . PROPOSED CONTOUR } RIFY PU S R F W A D MP DOSI CA ` 'AT END OR AS NOTED. , .. INSTALLER SHALL VE MP .WITH MANUFACTURE OR FLO NDT H (SEE PU NG LCS TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. x12 34 EXISTING SPOT GRADE .... .. . III FOR DETAILS). 24x5 PROPOSED SPOT GRADE 8.1 OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST . 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION . BOXTOASSURE EVEN DISTRIBUTION. . . 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW . THE OUTLET INVERT. . 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO . 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" . ' LAYER OF 1/8" TO 1/2'. DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. . I . . . 1. � ..1- . . . .. � I � � . . 6.) ENGINEER SHALL REVIEW AND APPROVE SUBMITTALS ON PUMPS, FLOATS, AND CONTROL PANEL .. I � .I. .. . I . - W- WATER SERVICE LINE I I . . . .' . I . . I . .. -0 .OVERHEAD UTILITY SERVICE . - - I VICE u UNDERGROUND UT LITY SER . i - �- GAS SERVICE LINE . 1 :TP . TEST HOLE BORING LOCATION . .'. '® . I. . ST SEPTIC TANK . . . . . . I 06 DISTRIBUTION BOX - . sAs SOIL ABSORPTION SYSTEM ROOM _ D U r e I^ I n g � I Utility I .. ' �"� t+ ' � \ \' , I . Pole �/ . / - . 'I".: �- , ry � '' .� \, - 10.7'1 . .I H_ e e d - #7 , x 19,3 .,----�-�- CP #2 . N , % ` . . V gtat = \ . . . Wetland ► & . FIRST F LOO R BASEMENT ; � o LOT B-6 , �M19.9� , // �29.3x �h, C - Area 19 687SFf i� 15.2 / i 45.o't a� /' 7 PLAN VIEW . r - C �� . . .. -� _ , ' i'�/./ f. /, 162± 'o / . _ . l s � � 'a - SCALE: 1" 20' - . L_ _ _ � ;I / I o : P#1• I\ \ � TP2 r L I .. . . ' ^'S / / /..- X2.3 1 � 301 . . No Second I -p . -I � � i . x� r - - J Floor t t ' a I j'// . CYC t i . / . . . / a, -•� , Existing 4 / N6. / . . Roof Bath I �� r t� - s -; Bedroom Dwelling f, ti`' +t i ! PROPOSED VENT i . . ; . / � r I . ../ TOF EL=20.8± / ti ' r4 in Xo,o \ o I . . Bedroom Bedroom J /�a'�m �. % / %/ ` TOS EL=20.8± i BH •-t /i ,n, k . t ' -40 CIJ0) �. � 16.0 WV % % . 6.4 x � Q . I � - - . - JIL ICH / i 11 './ /%////j ` / � �. . . I I . I . . 11 o �. o w�-w-._ � w /// , 23 - . . u U . I � ly / . . w 1 w w --- V, i/ / // - � .8 " . . . � / 0 `� or i stairs t . . PLAN VIEW1. . . � Q / . , r / in ' . . I. I .1 1. I - - a . . .. -1 Roof / o a �� /i %� oq SCALE: 1" = 101 0. / /: �/ oo . - I L_ - - ._ - 1 ti 0 ' 1 . 20.2 -� / 1 t+- x 3o,e z1. /aa� . 11, . .. . ... 4 . . I 11.4. . m .Paved Driveway' • � - . 3 SECOND FLOOR , ,.,� _ ...��. „„ �" / . $ 4, , i ro 19.1 n / . . . `` - 1=. . . . . . . . . / / �/ / .. � ` .i` , \. \. N ,' / & .. ' 27.9 X " . . O \ .. 17.1 , 22 • ___ . . . . h ` � <v �s , 1 \ \ t u 0 30 . 19 \r \� . \ `� d x 25,2. . 'ti ` Utility / / '' / . I .. . . . X. . . I .. \Ir i \ •'��'t - I PoleI r I I?1 _ #42 z4 175.90 . I., h0 1 ` \ ':, .1 Qv ` . �' / J// " 31.2 . 249\11 0 �1 r \ �`v /�� / 16.0 6 ho \ 1 �' �e O I . i& . . . C• \\\ \ ; , %S� { \ . ' x29.9 I . . . try :f.' 'hfhl q _ - q >, i• ._) . \ I Permit valid for 'PAIR 01� SVPTIC SYST "M a . . ' -, .' ' ` ONE (1) COVER TO BE BUILT UP . Ll', due to tifate and Local optic variances. ° � rg,;°i M' . - i Board of Ilealth i -,i.ew and a i iro%al Ir req uired for \ TO WITHIN 6 OF FINISH GRADE 1 1 ''E � , : . . any future a(ldltions/renov.atiorl+ladterations fo . s \ INSPECTION NOTE: . \ r t . . . . sewage facilities and/or structures/dwelling. ., . . . G E SYS . . I PRIORTO FINAL INSPECTION BY THE EN INE R, TEM NEEDS T PROPOSED 40ML HDPE LINER - YA ` Yarmtluth lie,tlth 1St lartnuttt BE COMPLETE INCLUDING BUILDUP FOR COVERS. I 1 . FROM EL=22.50 TO EL=18.50'� 11 . 1 A ®fie LENGTH OF LINER=76'±1. ` \ 1.� .. A l�PRO V 1'.. ) j SEE NOTE #22 : . r' - •' 4" SCH. 40 PVC VENT PIPE \ I L V E R I F I CAT I O N (PASSIVE VENT) 8Y "SWEET Al" ' , SOI . S l� 2 . . SEEN TE 1 218"DIA . FLOW PROFILE . VENT TWO O METER CONCRETE COVERS !V« a Date . RAISED TO WITHIN 6" OF FINISH GRADE NOT TO SCALE (SEE NOTE #s . . . THREE (3)18" DIAMETER CONCRETE COVERS 30 DIA POLY LOCK COVER TO ( ) . FINISH GRADE1. RAISEDTO WITHIN 6 OF FINISH GREEN _. . ... .� ( ) Proposed EL=24.0± - I.Xp=24.01. . .. I . . ... .. . ....�. I. �. I�/I , . GRADE (ORAS NOTED) Disconnect !-. 1 .. : I . .� . . . . . . . �� . I . .I .. I �.I 1 TOP OFFOUNDATION SEE NOTE #5 Junction // / /.' I. .I I . . .. ( ) .. ��\"., .. I�. .I .. .. �I . .. �,.. 1 .. .. I I. .... -77T EL=20.8± ' . _ Box S . :;:.. Existing EL=20.0± ` „ _ Existing EL -20.0± AREENOEVELERS . .' . .. ..� � . I. . . .. � ..� . I ... �. . I .. . .. . . �I I� . . . . ... . . I I .. I I €... 7- -, 2 l(9Min-36" 9"Proposed I . / i/� /\/\I .-2- '- ,� \ \ , 3"Conduit TEE DLBOX ED WITHIN : Max) awe REV: 22020: ADDED HDPE LINER, HDPE LINER NOTES. • . ..... I . I\ ,•..... 23.3± n�A - . �,.� . . . . . I I .I .� � I . . . . isy For Electrical ! OF /i4q . F, 2 LAYER OF 1 8 -1 2 STONE t (HOF /jf,S . ;a Floats to be located to be � . 19.0± : �p�. cSJ3+ " / / �� NANCY ELLIS ICE 19.± , /.= - i .1 . - . . yG 1� . .I accessible from hatch In /�� 3 4 - 1-1/2 STONE O ,.I -..,. .�1 .....1 ... .. I I .. .I . � I�� I.. ..� � .�. 1 ... I, I : I. . -.. .. I� .- ... . . . .. � � .I I .�.. 1. . I .. ... . . � . . .�'.... . I .I I. . I I-.� I �. . � �.�.'� , .I'.. 1\I.. I.. I ... I.. . I.. I.I.I . . .- . .. .- . .I I.,I. .1. . .�...... . .. Check :22.50 Z, / ./ / (SEE DETAIL) Valve' �. _ N '! JOHN M. t,, o JOHN 463 OLD CHATHAM ROAD, SOUTH DENNIS, MA 02660 . t. 22.65•_ ! N / � O'REILLti' I . ,r 6UI. . t . .-1I.'-I . .�. .`1.� ___ ate ave PITCH 2 dta. Force Main . o cix '2DROP . 18,6± 18.10 PJO, S520O NO. E46733 . 10 14 7.85 P 20.50 • (EXIS"TING) . h � , S SWAGE SPOS ARMoS�TEM�DES �.. -�� . . . . �I I . .I I ... DI IGN . 3.. .' -: 1/4" Bleeder _ 17.80 USETHREE 3 SHOREY PRECAST 4.2 t . . • �C�l�i��' 6 WHARF LANE, RT, MA TH . .III -d. 4.0.. T 51 Hole 22.82 500 GALLON LEACH CHAMBERS �� 1 f, 17.80 ' .. !©i�AL �� Q .. .Pitch tch 2 dia. Force , T EFFLUENT FILTER l ' • Longest Run WITH 4 OF STONE AROUND : _ - EL=16.3±SILT LOAM TP #1 x J . M . O REILLY & ASSOCIATES INC._--� 0 SUF�� SEE NOTE 21 15'± 3 6' .. . . . Main Back to the Poured Concrete .. ND VIEW) ee ury erviCe Pump Chamber 1 E . rofessional. En rin & Land S e S s 1 Pump Thrust Blacking ___ - EL=12.71 HIGH GROUNDWATER a... :..... at all bends L B 1 , _ .. �..... • : EACHING CRAM ER 1 0 20 40 60 • P � g �g t, 33.5'x25.0'x2.0' 1 - . ... I II. �� . . .I .... ... � I I � I II I... - EL=11.6± OBSERVED GROUNDWATER 04/03/2019 11 1 1573 Main Street -Route 6A .. I I . . . .. �� . . 17 t -- 4 " 3 = . . SCA =20 361 _Q .1 .. . . _ I II .. . . 1�.. �I� . —I L.. ... .. .. -�. .. ... ... ... -.. . FI.I � ..I�1.:III� .� .:L�'. ,. . ]. �, ..*�.-I . I. � I. . I.I � . -...� -I . .,. ,... .- .: I I I.� .. .. -...I .� . -.. I.- I.. .T.. .I. .I . .I.. � �;-.I.. _ I ,:. ....,�. 1 II- , .I .... .--1 . H-10 , DB- O. Box 1773 . . �. 1,t H-10 .' 508)896-6601 Office Brewster, MA 02631 508)896-6602 Fax . I � LE 1 1,500 GALLON D -BOX . 1,500 GALLON TE LE OB NUMBER. . SEPTIC TANK .! H -2o . . 0 I �'I .. . .. I1.1 . . I ,. I I . . . . .I I L.. . ..I � . . .. . . . I 1 �. I II. . . .PUMP CHAMBER . . - A SCA BY• CHECK• J . .. � I .I1I/:I, , I.. � ;. I \�.I . I .� � .. I . � I . . . . . 0 PLAN FIELD ROTAT EV ote . G:\AAJobs\Ellis-Ice- 8702- 36 Wharf Lane Yarmouthport\dwg\37 Z. SDS ED R . 2-27-2020.dwg 4/11/19 ASN d MJW JMO JMO 8702 . . . . . 1. . . . . _. - - ' - . . . i . 11. VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET• I . . .. PC . PUMP CHAMBER WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS,. . TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. . .. „ 1k?)bUQl.! Lr'.3'vjg1?PiT1ON SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9 OF .. �] I /� FLOOR f LO O R f" LAN .. PROPOSED 40ML HDPE LINER i Reserve . RESERVED FOR FUTURE .CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). .. _ 0 _ _ - LE NGT 185 � H of L NER1. . . % . H EA D . .- . 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM .. . NOT TO SCALE Approximate Location of Existing Cesspools SEENOTE#22 . x 25.2 I SH STEP COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER SEPTIC TANKS SHALL HAVE A MINIMUM COVER _ - r � " (Per, BOH Records on File) N BENCHMARKI OS OUTSIDE SHOWER . . AND SOIL ABSORPTION SYSTEM. .. I .. . . . SEE NOTES #18 & #19 o o . x 20.9 . x 23,7 Top of Concrete Bound . '� UTILITY POLE . OF 9": : . I- - `� = W . . . EL=25.2±(NAVD 1988) ® CATCH BASIN 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL 3 SEASONS I ios �' o fD ,Vo O ; . yyV11 . 11 RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- . I ROOM I I tl t, _ W r�� WATERGATE TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH1 , I - m ��-' �� N D t+ . ■ CONCRETE BOUND, FOUND N D, FO 1. AREA FORALLACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 1.F GARAGE NO BASEMENT": . I -, CP #3 y� • , � 1 71 071 CB N F D . . WO LIMITO RK 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION , ,_ _ BEDROOM BATH KITCHEN � ,,,, i6,6 .. ,\ , .. . _x-%_ BYAN AGENT OF THE BOARD OF HEALTH OR THE DESIGNER IF THIS SYSTEM RE- ( QUIRESA VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING . UNFINISHED BASEMEN T . ` I - - - J i t _ .. • , / 1 i 1 -�" / �\ x ,% x 20.1 1 2�,2x , . . `\ 1 ' ' :N FENCE . EDGE OF CLEARING - , - { \' ` THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMITANDAPPROVED PLANS. .48 HOURS ADVANCE NOTICE IS REQUESTED. BEDROOM - - - LIVING 10.7 s0 / \ . N \ 1 22.0± �01 , ; . \\ `�7' `\ ROOM _ D U r e I^ I n g � I Utility I .. ' �"� t+ ' � \ \' , I . Pole �/ . / - . 'I".: �- , ry � '' .� \, - 10.7'1 . .I H_ e e d - #7 , x 19,3 .,----�-�- CP #2 . N , % ` . . V gtat = \ . . . Wetland ► & . FIRST F LOO R BASEMENT ; � o LOT B-6 , �M19.9� , // �29.3x �h, C - Area 19 687SFf i� 15.2 / i 45.o't a� /' 7 PLAN VIEW . r - C �� . . .. -� _ , ' i'�/./ f. /, 162± 'o / . _ . l s � � 'a - SCALE: 1" 20' - . L_ _ _ � ;I / I o : P#1• I\ \ � TP2 r L I .. . . ' ^'S / / /..- X2.3 1 � 301 . . No Second I -p . -I � � i . x� r - - J Floor t t ' a I j'// . CYC t i . / . . . / a, -•� , Existing 4 / N6. / . . Roof Bath I �� r t� - s -; Bedroom Dwelling f, ti`' +t i ! PROPOSED VENT i . . ; . / � r I . ../ TOF EL=20.8± / ti ' r4 in Xo,o \ o I . . Bedroom Bedroom J /�a'�m �. % / %/ ` TOS EL=20.8± i BH •-t /i ,n, k . t ' -40 CIJ0) �. � 16.0 WV % % . 6.4 x � Q . I � - - . - JIL ICH / i 11 './ /%////j ` / � �. . . I I . I . . 11 o �. o w�-w-._ � w /// , 23 - . . u U . I � ly / . . w 1 w w --- V, i/ / // - � .8 " . . . � / 0 `� or i stairs t . . PLAN VIEW1. . . � Q / . , r / in ' . . I. I .1 1. I - - a . . .. -1 Roof / o a �� /i %� oq SCALE: 1" = 101 0. / /: �/ oo . - I L_ - - ._ - 1 ti 0 ' 1 . 20.2 -� / 1 t+- x 3o,e z1. /aa� . 11, . .. . ... 4 . . I 11.4. . m .Paved Driveway' • � - . 3 SECOND FLOOR , ,.,� _ ...��. „„ �" / . $ 4, , i ro 19.1 n / . . . `` - 1=. . . . . . . . . / / �/ / .. � ` .i` , \. \. N ,' / & .. ' 27.9 X " . . O \ .. 17.1 , 22 • ___ . . . . h ` � <v �s , 1 \ \ t u 0 30 . 19 \r \� . \ `� d x 25,2. . 'ti ` Utility / / '' / . I .. . . . X. . . I .. \Ir i \ •'��'t - I PoleI r I I?1 _ #42 z4 175.90 . I., h0 1 ` \ ':, .1 Qv ` . �' / J// " 31.2 . 249\11 0 �1 r \ �`v /�� / 16.0 6 ho \ 1 �' �e O I . i& . . . C• \\\ \ ; , %S� { \ . ' x29.9 I . . . try :f.' 'hfhl q _ - q >, i• ._) . \ I Permit valid for 'PAIR 01� SVPTIC SYST "M a . . ' -, .' ' ` ONE (1) COVER TO BE BUILT UP . Ll', due to tifate and Local optic variances. ° � rg,;°i M' . - i Board of Ilealth i -,i.ew and a i iro%al Ir req uired for \ TO WITHIN 6 OF FINISH GRADE 1 1 ''E � , : . . any future a(ldltions/renov.atiorl+ladterations fo . s \ INSPECTION NOTE: . \ r t . . . . sewage facilities and/or structures/dwelling. ., . . . G E SYS . . I PRIORTO FINAL INSPECTION BY THE EN INE R, TEM NEEDS T PROPOSED 40ML HDPE LINER - YA ` Yarmtluth lie,tlth 1St lartnuttt BE COMPLETE INCLUDING BUILDUP FOR COVERS. I 1 . FROM EL=22.50 TO EL=18.50'� 11 . 1 A ®fie LENGTH OF LINER=76'±1. ` \ 1.� .. A l�PRO V 1'.. ) j SEE NOTE #22 : . r' - •' 4" SCH. 40 PVC VENT PIPE \ I L V E R I F I CAT I O N (PASSIVE VENT) 8Y "SWEET Al" ' , SOI . S l� 2 . . SEEN TE 1 218"DIA . FLOW PROFILE . VENT TWO O METER CONCRETE COVERS !V« a Date . RAISED TO WITHIN 6" OF FINISH GRADE NOT TO SCALE (SEE NOTE #s . . . THREE (3)18" DIAMETER CONCRETE COVERS 30 DIA POLY LOCK COVER TO ( ) . FINISH GRADE1. RAISEDTO WITHIN 6 OF FINISH GREEN _. . ... .� ( ) Proposed EL=24.0± - I.Xp=24.01. . .. I . . ... .. . ....�. I. �. I�/I , . GRADE (ORAS NOTED) Disconnect !-. 1 .. : I . .� . . . . . . . �� . I . .I .. I �.I 1 TOP OFFOUNDATION SEE NOTE #5 Junction // / /.' I. .I I . . .. ( ) .. ��\"., .. I�. .I .. .. �I . .. �,.. 1 .. .. I I. .... -77T EL=20.8± ' . _ Box S . :;:.. Existing EL=20.0± ` „ _ Existing EL -20.0± AREENOEVELERS . .' . .. ..� � . I. . . .. � ..� . I ... �. . I .. . .. . . �I I� . . . . ... . . I I .. I I €... 7- -, 2 l(9Min-36" 9"Proposed I . / i/� /\/\I .-2- '- ,� \ \ , 3"Conduit TEE DLBOX ED WITHIN : Max) awe REV: 22020: ADDED HDPE LINER, HDPE LINER NOTES. • . ..... I . I\ ,•..... 23.3± n�A - . �,.� . . . . . I I .I .� � I . . . . isy For Electrical ! OF /i4q . F, 2 LAYER OF 1 8 -1 2 STONE t (HOF /jf,S . ;a Floats to be located to be � . 19.0± : �p�. cSJ3+ " / / �� NANCY ELLIS ICE 19.± , /.= - i .1 . - . . yG 1� . .I accessible from hatch In /�� 3 4 - 1-1/2 STONE O ,.I -..,. .�1 .....1 ... .. I I .. .I . � I�� I.. ..� � .�. 1 ... I, I : I. . -.. .. I� .- ... . . . .. � � .I I .�.. 1. . I .. ... . . � . . .�'.... . I .I I. . I I-.� I �. . � �.�.'� , .I'.. 1\I.. I.. I ... I.. . I.. I.I.I . . .- . .. .- . .I I.,I. .1. . .�...... . .. Check :22.50 Z, / ./ / (SEE DETAIL) Valve' �. _ N '! JOHN M. t,, o JOHN 463 OLD CHATHAM ROAD, SOUTH DENNIS, MA 02660 . t. 22.65•_ ! N / � O'REILLti' I . ,r 6UI. . t . .-1I.'-I . .�. .`1.� ___ ate ave PITCH 2 dta. Force Main . o cix '2DROP . 18,6± 18.10 PJO, S520O NO. E46733 . 10 14 7.85 P 20.50 • (EXIS"TING) . h � , S SWAGE SPOS ARMoS�TEM�DES �.. -�� . . . . �I I . .I I ... DI IGN . 3.. .' -: 1/4" Bleeder _ 17.80 USETHREE 3 SHOREY PRECAST 4.2 t . . • �C�l�i��' 6 WHARF LANE, RT, MA TH . .III -d. 4.0.. T 51 Hole 22.82 500 GALLON LEACH CHAMBERS �� 1 f, 17.80 ' .. !©i�AL �� Q .. .Pitch tch 2 dia. Force , T EFFLUENT FILTER l ' • Longest Run WITH 4 OF STONE AROUND : _ - EL=16.3±SILT LOAM TP #1 x J . M . O REILLY & ASSOCIATES INC._--� 0 SUF�� SEE NOTE 21 15'± 3 6' .. . . . Main Back to the Poured Concrete .. ND VIEW) ee ury erviCe Pump Chamber 1 E . rofessional. En rin & Land S e S s 1 Pump Thrust Blacking ___ - EL=12.71 HIGH GROUNDWATER a... :..... at all bends L B 1 , _ .. �..... • : EACHING CRAM ER 1 0 20 40 60 • P � g �g t, 33.5'x25.0'x2.0' 1 - . ... I II. �� . . .I .... ... � I I � I II I... - EL=11.6± OBSERVED GROUNDWATER 04/03/2019 11 1 1573 Main Street -Route 6A .. I I . . . .. �� . . 17 t -- 4 " 3 = . . SCA =20 361 _Q .1 .. . . _ I II .. . . 1�.. �I� . —I L.. ... .. .. -�. .. ... ... ... -.. . FI.I � ..I�1.:III� .� .:L�'. ,. . ]. �, ..*�.-I . I. � I. . I.I � . -...� -I . .,. ,... .- .: I I I.� .. .. -...I .� . -.. I.- I.. .T.. .I. .I . .I.. � �;-.I.. _ I ,:. ....,�. 1 II- , .I .... .--1 . H-10 , DB- O. Box 1773 . . �. 1,t H-10 .' 508)896-6601 Office Brewster, MA 02631 508)896-6602 Fax . I � LE 1 1,500 GALLON D -BOX . 1,500 GALLON TE LE OB NUMBER. . SEPTIC TANK .! H -2o . . 0 I �'I .. . .. I1.1 . . I ,. I I . . . . .I I L.. . ..I � . . .. . . . I 1 �. I II. . . .PUMP CHAMBER . . - A SCA BY• CHECK• J . .. � I .I1I/:I, , I.. � ;. I \�.I . I .� � .. I . � I . . . . . 0 PLAN FIELD ROTAT EV ote . G:\AAJobs\Ellis-Ice- 8702- 36 Wharf Lane Yarmouthport\dwg\37 Z. SDS ED R . 2-27-2020.dwg 4/11/19 ASN d MJW JMO JMO 8702 . . . . . 1. . . . . _. - - ' - . . . i .