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Home My WebLink About141.52 - Site Plan, a , a _. INVERT ELEVATIONS:. ".DES/GN CRITERIA; Homers �, 9 _.MINIMUM COVER l6.9 Mf N. '2' OF INVERT AT BUILDING. DESIGN FLOW. r^ COMBER VA T I ON NOTES: 1 PERF PIPE. !NVR 76.0 � _ DCI( Rd. INVERT 1 N SEPTIC TANK: 3 BEDROOMS, AT >l IO G.P.D. ` PER ; , , f D , ' PfASTONE , W/6 HALF PIPE y y '15.75 ' BEDROOM EQUALS : a �Y LOCUS INVERT OUT SEPTIC TANK. E L 330 G.P.D.G. P. D:6 I !. THE WORK L1MlT SHOWN SHALL BE FITTED WITH A SILT ' ACCESS COVERS MUST BE WITHIN UMBRELLA INVERT !N PUMP CHAMBER: ' -lS.6 ' • FENCE AS REQUIRED 8Y THE CONSERVATION COMMISSION. 6 OF FINISH GRADE,,, 2z' : !9. 1 FG 2!.3 MIN ., INVERT /N LEACH FIELD. 20.I NO GARBAGE GRfNDER �--a THE FENCED WORK LIMIT SHALL CONSIST OF A'CONTlNUOUS. iL to Flrs+sem .-: ! Covc CLEAHour EL -20.5 aacr 2, PEASTONE ..., 1N FABRIC SILT FENCE. THE FENCE SHALL a 20.5 r n, STAKED. DUG S£E DEtArc d0 MIL POLY INVERT END LEACH FIELD: ':20.1 • - REMAIN IN PLACE UNTIL THE DISTURBED GROUND 15 o.c.aao.o e o as BOTTOM LEACH FIELD:, 6 SEPTIC TANK REQUIRED: '. a VAPOR BARRIER 330 O.P.D. X 206X - 660 GAL. ' m STABILIZED COMPLETELY. 4 IAM OBSERVED MOTTLES:'TH 4: 15.6 : Lookout RCL' 3' MANIFOL LEACH FIELD 20. EL l8.5 SEPTIC TANK PROVlDfO.-/500 r CA L I5.6 c �« 16.9 Rin _ 7APA:L I9.6 3/4' l 1/2' DIA : ?. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR, ON THE Y"rEE : °DOUBLE WASHED STONE SOIL .ABSORPTION SYSTEM REQUIRED: " WETLAND SIDE OF THE WORK LIA41T EXCEPT AS NOTED: 16.0 frtrE -'t ,- DES/GN PERC RATE C.S MIN/INCH • NOT TO o SOIL TEXTURAL CLASS - /J TO SUITABLY SIZED o SCALE J. ROOF DRAINS SHALL BE DIRECTED CLEANour; 1500 `GAL H-20 H 20 PUMP CHAMBER EFFLUEN7'LOADING RATE 0:60 GPD/SF FDA OFF CONTROL. 2•45' Rtg. DRYWELLS FOR STORMWATER RUN WATERTIGHT AND SEPTIC TANK OR SWEEP-,AccEss cox TO. 330 GPD:✓ 0.60:GP0/SF - 550 S. F, . REQUIRED :. - - - - _�FINSH GRADE IN ._ WATERTIGHT AND FACTORY WATERPROOFED . - WITHIN THE WORK LIMIT ,/NCra.a C-lk R01 _1S a 3 s DRIVEWAY: 4. INITIAL SOIL STABILIZATION4 LOCUS MAP FACTORY WATERPROOFED PROVIDED: 21 'x 30' LEACH FIELD.. MODIFIED SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR 6' CRUSHED STONE OR, T .: WINCAAJL EMC ,�ja07 S,, • 1 /1- VENT HOLE LOAM AND SEED WEATHER PERMITTING. COMPACTED BASE 90 o 0 AREA 560 S.F. X 0.64 - 336 G.P.D. LATERAL I 1/2' DIA. - - 7 .; '• - - : I/4' PERFORATION'IN CROWN OF PIPE' GENERAL. NOTES: 5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA PROF I L E NOT TO SCALE - • ,wNr£otD _ ....STONE THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS : . : - !. THIS :PLAN IS FOR THE DESIGN AND CONSTRUCTION AS SHOWN AROUND THE PROPOSED DWELLING SITE. AIE aMIH 6' SCHED 40 PVC OF THE SEWAGE DISPOSAL SYSTEM ONLY. - - VARIES .' `VARIES rHALF PIPE UMBRELLAPG - MIN 6. ALL DEBRIS SHALL BE LADED FROM THE SITE AS IT IS oP •20.5 , NC ARKS WASTE --- 2. , VERTICAL DATUM IS NGVD. FOR 8E H M PRODUCED TRANSPORTED TO A SUITABLE SOLID S E C '--' '-_'_ STYE-' -..l..C.7. ).... :•.�...... ... !NV 20.1 • ,.. -. SET. SEE SITE PLAN. HANDLING FACILITY. I' LATERAL 9' LAYER OF 3/4•-I 1/2 DIA. - - DOUBLE WASHED STONE BOTTOM -I9.6 - _ - _ _ _ - . _ _ _ _ _ _ _ 3. ALL CONSTRUCTION METHODS AND MATERIALS AND 7, FOR DETAILED SITE RESTORATIVE LANDSCAPING. PLEASE MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEE ADDITIONAL SITE LANDSCAPING PLANS: ` CONFORM TO MASS. D. f. P. -TITLE 5 AND LOCAL t BOARD OF HEALTH REGULATIONS. 8. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE ' PERFORMED WJRK ACTIVITY BY THE YARMOUTH CONSERVATION N 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER COMMISSION. AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER z0.7 TEST HOLE I TEST HOLE 2 TEST HOLE 3 TEST }MOLE 4 y THAN 3 IN DEPTH SHALL BE CAPABLE OF WITH - DEPTH fnxhes) ELEV.(feet) DEPTH SEK} es) ELEV.(feet) DEPTH Gnches) ELEV.(feet) DEPTH finches) ELEV.(feefl YS U STANDING N-20 WHEEL LOADS. 12- 36 18.9 ... : :. BM. CB/DH FND - 46' -. S. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR zo 9 EL - 21.06 ( AP➢ROVED EQUAL. - 3. "i'70:1 gtpN .. 5.4 O�EB�''/ 51 6. SEPTIC TANK. 'PUMP CHAMBER AND D -BOX SHALL BE LEACH FIELD p F � ".i o Ciyt�/� Y 36' .REINFORCED PRECAST CONCRETE. WATERTIGHT AND ti\ y `P?� r °' ';'19.3 ( WATERPROOF., D -BOX SHALL BE WATER TESTED TO , 1L ♦'r?:. / � THr, I9.7 PROPOSED RR TIE 6T • CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE TWIN �\ HALL TOP •20.s MIN - 6' r /'OAKS N/IO MIL POLY p OUTLET. . '' _. : f O �` /;.;. rr ._> \ / �p9 :.VAPOR BARRIER { i .. , FNS. 7. .. BEFORf'CONSTRUCTION CALL 'DIG -SAFE'. ♦ ♦ -'s. _ /. ;... ,. `"'i r nf.We o ,` " -888 D!G SAF£ AND THE LOCAL WATER DEPT. I -888 -D16 -SAFE - TN's 2 'a. FOR LOCATION OF UNDERGROUND UTILITIES. \ r B. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE NSTRUCTIDN SOIL REM VAL�� 4j Ry U _. COOK /EER 12- 36 18.9 WWCLRY FLOAT MICE I69 " 46' 13.7 89' 8 9 144' zi 0 _. COOK /EER IND 24' 181 WWCLRY FLOAT MICE 46' 54' 13,7 9S • Fa A layer IOyr 3/2 a loan 8 layer KhT 5/8 . .sarAybw CI (oyer 25y 6/6 any sand Mottles C2 layer 25y 5/3 • sit loom 20J _. COOK /EER IND 18.0 WWCLRY FLOAT MICE 16.9 ortrcws cwcr 9S • 5.6 - RLMR ON....... 5.4 - Ig' RFs PCMP PLYP OFF ....... .. 51 e• 101 DESIGN ENGINEER TWO DA MO TO CO \ \ �. / \•. ..., acv \ •_ i /, W000 IPS ' OF TH :SYSTEM TO ALLOW FOR SCHEDULING OF THE � � \. E � , 5 21.3 :' / qs �qt 1 \ " [ CONSTRUCTION INSPECTIONS. ENGINEER TO INSPECT:, _ i F' , qR a ? / .�PROPOSED'/ oo 0. 1. OVERDIG AND STAKE FIfLO: wniK TEST HOLE DATE: Jue 19.200 2 , a 2. START UP OF PUMPS PRIOR TO INSTALLATION OF _� / `. 1 g CB PERFORMED BY: Ron Codllaa Sol Evaluator . �� -- uWN •^t `- \, t6'... 1. .. _ � .WITNESSED BY: --Bruce Muphy IRS. 6', HALFPIP£. / ro ,sr t• 1 rt - „� t �, %, � RUMP cxaMeeR F 0 t PERC RATE 4 00 lrtch (3 & C layers TH 4} • , ; 1 J. FI NAL INSPECT ION. \ s ti c ? B Class W sol 80XBERR BUSH ,.Gy t ...). 19.3 'i 1 i \. i , / \ SOL SURVEY(1993k Carver coarse' so)d _. 40 / / s /a.9\ _ _ .-•. _. _ __ .: < GEOLOGIC MAP0086k. cc" Cod "a . ,.. _. 9.. :. EXISTING SEPTIC SYSTEM_BE PUMPED -DRY... REMOVED _. -,:.:...._,_.. ,,, - _ _ . 4 BM-CORNERSTE,W. I AND/OP, BACKFfLLEC. •. .^ �,<,� EL•22.9r y sr• r. c. TEST HOLE 5 10. ALL UNSUITABLE MATERIAL IA d 8 HORIZON5) Pfio z)cvrm / �i \ rH•e a o / i �� v ' r j i. wooOCH/6s t NTERED BELOW THE INVERT OF THE LEACHING fNCOU ani IBI / �eEy\`E DEPTH (orches) '. ELEV.(feet) +'- - / \ BLUEBERRY BUSH . . G I ...'_-`-_L - , - r FACILITY. To BE REMOVED FOR A DISTANCE OF - .. \ � ,.°. � 6�P \iP O�i,' \ .. . .. '•. EXISTING J. ..•.; : /i OF /NN - 0 N REPLACED WITH SAND !N ACCORDANCE \ o b :. / ER R/PRARIA t AROUND AND C8/DH FND \ of ti\ \5 q0 SYSi£M 1 / WITH TITLE 5.0E° \ •.�� PFOPOSED"DrCK/ I L-O"T.! 28 PRbF-D" RET WALL l � PROPOSED PORCH .: `. . ..'^ REMOVE EXIST WA - ! � '•.• 25.70 /0* S.F.�. - OVER EXISTING" �/ r 1 I,O:. ,, / / 0 ,/ 42 DECK `` / ` _ / ,.p Or"•. �ti / L.e\ ;- .. •''�� ... .. \ `rt ' �� .L� 0pa / . yam.✓/ rt\ '. / : �F : ' gr 84- pQ .LAWN _ •. a / ^..• .:` / a 144' �- wv y. - , ',. % 2e •.FG J :` / EXL<T/R45 AqEA TO A layer IOyr 2/2 lomy sand . 1 toyere6 oaymalsand Cl layer 10yr 6/I at loam fri" .•. reed rater.....-.. C2 layer gley l 4/n blue clay 23 _. COOK /EER IND 18.0 WWCLRY FLOAT MICE 14.5 ortrcws cwcr 9S • - RLMR ON....... - Ig' RFs PCMP PLYP OFF ....... .. PUMP SYSTEM NOTES: ' - 4- PVC INLET - 1. ' PIMP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL WHR5 - 1/2 HP OR EOUAL . _ ` 2.� THE PUMP SHALL .START AND STOP AT .THE ELEVATIONS SHOWN. - J. THE PUMP SHALL HE INSTALLED IN STRICT CONFORMANCE wITH THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. - ►UMP,DISCHARGE SHALL OF 2INCHES. PUMP SHOULD BE ABLE TO BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER Wr THOUT- ,. ...o...n Yn tureo fur oiwo [HAMR£R. _ No. 2WM gJ Alo.3F s51 t / / "•C =W- WATER L 1 NE &2t�ej,• 1 F O HYDRANT zrP. PIC OurtfT art uF �' y�-�" ": fsr»I sue o CA L EJ UIV .4l �;er' -c- GAS L INE E 2 0 O 7. y -OHW- OVER HEAD WIRES EAGLE SUF:RV,E,Y, I NO I NC � 3 LIGHT POST % 923 Route6A Ga /v�I -E- UNDERGROUND ELECTRIC LINE :''' Myot(�4MC . TO I -T- UNDERGROUND TELEPHONE LINE 0I4VM Ya rmo u t h po r t MA . :02675 -CTV- UNDERGROUND'CABLEVISION LINE ' vee ...♦....._ /�LA�G `'`_!-�C/�//j/'i ..,\� `( 508 ,362-78 1 32 x40.4 SPOT ELEVATION (508 432-5333 l . . _. COOK /EER IND WWCLRY FLOAT MICE ortrcws cwcr ALARM ON - RLMR ON....... - Ig' RFs PCMP PLYP OFF ....... .. �� e• No. 2WM gJ Alo.3F s51 t / / "•C =W- WATER L 1 NE &2t�ej,• 1 F O HYDRANT zrP. PIC OurtfT art uF �' y�-�" ": fsr»I sue o CA L EJ UIV .4l �;er' -c- GAS L INE E 2 0 O 7. y -OHW- OVER HEAD WIRES EAGLE SUF:RV,E,Y, I NO I NC � 3 LIGHT POST % 923 Route6A Ga /v�I -E- UNDERGROUND ELECTRIC LINE :''' Myot(�4MC . TO I -T- UNDERGROUND TELEPHONE LINE 0I4VM Ya rmo u t h po r t MA . :02675 -CTV- UNDERGROUND'CABLEVISION LINE ' vee ...♦....._ /�LA�G `'`_!-�C/�//j/'i ..,\� `( 508 ,362-78 1 32 x40.4 SPOT ELEVATION (508 432-5333 l . .