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HomeMy WebLinkAbout17.128 - Title 5 Site Plan (Copy 2)TOP FNDN EL, 9.73' SYSTEM PROF-11-1 ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) - ACCESS COVER (WATERTIGHT) TO r8.6' MINIMUM .75' OF COVER OVER PRECAST '10.7' C WITHIN 6" OF FIN GRADE I C (---= 2% ..LOPE REQUIRED OVER SYSTEM (�r""�� RUN P1rE LEVEL 2" DOUBLE WASHED PF-ASTONE FOR FI=ST 2' (PROP) PROPOSED.QQ_ rT - GALLON SEPTIC I _6.43' 1 1 6.181 o '-TUTEE �-- TANK (H- 10 ) I GAS �'� G,c„:' FACTORY WATERPROOF EtAFF1.E 9 42�8`"���>� w_% - - 1 7i0 - 'LXSTING CONTOUR ( SLOPE) CRUSHED STON OR MECHANICAL 1500 GAL. H-10 SEPTIC TANK: WGT = 11480 LBS Q O COMPACTION. (15221 [21) Mw 40,58 i DEPTH OF FLOW = 4' "- ( I % SLOPE) (! % SLOPE) ar�Wn TEE SIZES: INLET DEPTH - 10 OUTLET DEPTH � 14" FOUNDATION- 22' ALARM AND CONTROL PANELTO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. 1N SEPARATE CIRCUIT FROM PUMP -- ST 3' PUMP CHAMBER T ` 10 1000 GAL. 700GAL.+ SLOPE TO DRAIN BACK TO PC ALARM ON RESER VF_ -" -WEEP HOLE FLOAT SWITCH 1 SETTINGS PUMP ON --- I�-ICHECK VALVE 4' WORKING RANGE 9' 1 i ZOELL_ER_ 'WASTEMATE' 4" Y1 SUBMERSIBLE MODEL M282 1/2 HP PUMP PUMP OFF 8. SYSTEM COR EQUAL) 6" CRUSHED STONE O COMPACTION - I-'- -P-.0 MCHAMBER (NOT TO SCALE) \tea„FACTORY WATERPROOF/WATERTIGFIT ~ +9.34 11 a PARCEL. 1'l8 10,251 _t SF +919 Ly II -8.76 � U / 2p ' -18 54/ ' �J / EXIST. PROP' / DWELL. / / 61 70 T.F.= � 93 9.73' 4 16 4.82 67 EXIST. 1000 GAL ST (PUMP AND REMOVE),o�,. FENCE CONTINUES 3/4" TO 1 1/2" DOU31-E WASHED :;TONE ' tuFx. D' BOX n' -- LEACHI; JG FAC ADJ. WATz.R Al El - (D; R l-(D;-P HEALTH AGEN' AND SYS -'''N "TH!N 400- Cf- TIDAL CREEK) =ST HOLE LOGS E.NGINEE ,;_RICK JI -DD, RS �r1;-,S. _'_Mv VON H0,'�!E, RS DAF A: 'GUS- 7 2002 c` -RC. RF -T,--- < 2 MIN11NCH CLAS _ { SOILS P// _ CTID ELEV. A/E LS 6" 10YrR 4/2 _ BW LMS { 10YR 4/3 -?2, -- C1 i FS 2.5Y 6/4 I C 2 1✓OVEN fF.C/FEa'T/!F F'6-..!" / U �� COS (P/IRAFD N,S£L AS ( _ PT ! x E X(/L!_NgSE!) Fr n©$ WATERER p,• W/TLACP/,'"D YJd H.'r,fiF'/ AT3' -4CA.-It AT s crNrEmS �� OYR 6 Wo STAGCEF EF 5'PIKF_SC/ /> 0.23' W _ 6' x 6' P.T. LANDSCA.P!. TIE KIJ!:E WA L 15 H1 .H >' DEEP I I to scK.E Benchmark: SCIVery Disc on CB= 00, PROP A "Xis / -1-8.50 PROP. VENT (FINAL PLACEMENT IN SHED CONSULTATION WITH (RE -LOCATE) HOMEOWNER) '--49'T� 1-8.51 Ca +a.as „ 38' OAK. 50' CROWN 0 a� h I 0.3 SEPTIC D SIGtJ ;r:,;S'AGE DISPc �R i,__j_ A'' g�sl�`--) DESIGN F�0'�': 3- B"-DROOMS (11 {._' ! r1; _ ��I� CPD USE A 70 G'D OF_`,!GN FLO'N SEPTIC vK: 330 CPD i` L', >E A 11`00 _ GALLON SEPTIC TANk: LEACHING SIDES: --N/A -- - --- ) j ri 7j(','-(,74)_ 6> SOTTO"A _- x _ f` ! TOTAL: 450 --S.". .3 , ', G D y, USE 30 x 5' LEACH FIELD WITH i ROWS OF 4 STANDART INLTRATi^`~ EACH WITH , STONE AT SIDES, BETV,,EE-N ROWS ANC- 2.5' AT ENDS I =G.D 100.0 PFIC'OSED SPOT I_E`✓ATIO l APPROX. 100' of EX'STING SPOT ELEV'ATON "+ PROP 40 MIL LINER AT 5' OFF PORTION _ OF PERIMETER OF LEACHING FACILITY. T'3P AT E 9.6'. EOTTOM TCT EL. 5.6' "0 PROPOSED CON OUR 1 I I SAl7 MARSH 2 G 0 ,u a` r m LOCUS K Q I I I LOCATION MAP NOT TO SCALE ASSESSORS MAP 17 PARCEL 128 ZONING: R 2.5 FRONT: 30' SIDE: 15' REAR: 20' WELL: MIW 29 ZONE: A ADJ: 2.4' V.0 ES: DATUM IS NGVD 2. MUNICIPAL WATER IS _EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H_ 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS: ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE. STAKING, 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT IiJSPECTION BY BOARD OF HEALTH AND PERMISSION C'2TAINED FROM BOARD OF HEALTH. 10. PUMP f- REMOVE EXISTING SEPTIC SYSTEM. 11, ELECTRICAL PERMIT REQUIRED 12. WATER TEST D'BOX FOR LEVELNESS TLE Z1 SITEPLA OF -�6�BUNNY CIRCLE� - - IN THE TOWN OF: (WEST) YARMOUTH BUOYANCY CALCS: - - 1 7i0 - 'LXSTING CONTOUR 23 a.. 2 9 .. 1500 GAL. H-10 SEPTIC TANK: WGT = 11480 LBS Q O i 10.5 x 5.67 x 3.09 x 62.4 11479 UP _ SOIL WGT OK) - 5' REMOVAL OF UNSUITABLE SOIL REO:.LREDr� ar�Wn r=QY F_' $ C'')C�A'!E'E'Y'IY�C), .Y1 C, (+ = AROUND PERIMETER Oc L'_ACHING FACLITY, BOARD C.^ HEALTH Off) 1000 GAL. H-10 PC: WGT Y 8240 LBS - - - MA 2JVLL L'T �- CLEAN MCD. SAn'D. (=NGINEER TOC\/ PROP. LANDSCAPE TIE RETAINING,. i L, IJ C) T N ` E F- WALL, TOP AT EL. 9.6' (S' -E "< - �..' DETAIL) ,,,k 0!1 'i08-352-4541 F 508 SN "R � BUOYANCY CALCS: a.. 2 9 .. 1500 GAL. H-10 SEPTIC TANK: WGT = 11480 LBS i 10.5 x 5.67 x 3.09 x 62.4 11479 UP _ SOIL WGT OK) - 5' REMOVAL OF UNSUITABLE SOIL REO:.LREDr� ar�Wn r=QY F_' $ C'')C�A'!E'E'Y'IY�C), .Y1 C, (+ = AROUND PERIMETER Oc L'_ACHING FACLITY, 1000 GAL. H-10 PC: WGT Y 8240 LBS DOWN TO SUITABLE SOIL LAYER. RCPL/-'.t,E 8.5 x 4.83 x 3.44 x 62.4 8912 UPWITH CLEAN MCD. SAn'D. (=NGINEER TOC\/ i L, IJ C) T N ` E F- + SOIL: 0.75 x 8.5 x 4.83 x 90 - 2771 DOWN (OK) INSPECT AND CERTIFY RE*MOVAL - �..' 02_226 939 rlair S( yO-f-�)!,)th, mo, Cc `>�' PREPARED FOR: KEN AMELIN 2.0 0 20 40 60 1" = 20' DATE; OCTOBER 8, 2002 DA Tr