No preview available
HomeMy WebLinkAboutEngineered Plans - Rev. 2016N ' BENCHMARK: EI. 76.1 Old Town House Rc (Assumed Datum) e o Top of Slider Threshold Co�s�once �0 rn PROPOSED LEACHING AREA o �Q � 57.5' LONG BY 4.0' WIDE X Z. 0' DEEP fi 3 a: o\ CUL TEC RECHARGER 330XLHD 0 3 N N a 72.89 0 Locus N 82'22'2 100.00 Cha4rcoal vent LOCATION MAP 3' 21'' 7q�p9 14 t Assessors Map 86 ! 74•d _ _ y� Parcel 161 Deed: Bk. 10574, Pq.35 1 ::: i...................Paved :: ::;:::::::: ::::: ve ::::::":::::::: Dn 1 os ___ Health Department Plan: Bk.220, Pg. 149 00 Yarmouth He p r'7 f>::`:= ::::::::::::::: {: Ji::: �Conc. 73.69 `n PPR VED Lot 67 7 7/1 cA ::. 72 4 — 01A) Ln Date ame I cn I.0 BM <I Woo 2.31 Deck : ' A rox. Wa�� un Existing w O I o txl House TOF ®EI 75.2 73.26 O P 71.61 • '.. QI IL of I:::;::: Kitchen m m Bedrm I W rOk. C os 10' •PUMP 8 REMOVE 72.0.1 EX/ST/NG CESSPOOLS Garage (fin LOT 67'"•""��•��. 8 coNTAN/NATED SOLS Encl. W/TN/N 5' OP PROP. SAS Living 70.22 Porch Bedrm a I rn I PLAN BOOK 226 -PAG 1,49 .... 100.00' :' 71.66 Rm F -T{ FJ -i 8564.00 SQ FT I 0.197 ACRES° 8222 26 E :: PROPOSED ROTH I N ^ry Install 4" MUTL/TANK EX/ST/NG FLOOR LAYOUT Clean Out 1500 GALLON/MODEL to Grade RMT -1500 17. t. S. OR EQUAL kA OF ��K or Wj MQ.RAN ENGINEERING ASSOC. LLC RICHARD y qi� U ADUE k` L 508-432-2878 941 MAIN STREET (RTE 28)r r HARWICH MA q No. 37560v SEPTIC SYSTEM DESIGN PLAN IN YARMOUTH SCALE: 1 "= 20'0. P� ES o a Prepared For: Renaldo & Carol Rondoletto 0 20 40 60 SgN1sAR1P`� 24 TROWBRIDGE PATH WEST YARMOUTH MA Sh t: l 0f2 PROJECT: 16-047 SCALE: 1 "= 20'1 DA TE: 4111116 Rev. 6/2/16 T.O.F. 75 10' 8' 3' ACCESS MANHOLES TO WITHIN 6" OF FINISHED GRADE I� 10" -� 14" f GAS �`l PROPOSED Exist 1500 GALLON ELEV. 72.2 ROTH M U LTITAN K MODEL RMT -1500 OR EQUAL Provide (2) 41-61 Perf. Insp Port w/ pull cap and lawn cover / @Surface \ 3' Max. 1 Min. Use Clean Medium Sand around and to top of chambers. Cultec No. 410 Filter Fabric or equal approved by Cultec Re uired NATIO 4' Dome Charcoal Vent FILTER F ii -ii 00000 00 000000 00 000000 00000 IOG 000 0000000000 000000 00000 -I E-PEN 00000 OGO00 000000 00000 S99 ELEV. 69.7 I -e— 57.5'x 4.0'x 2.0' deep -4-1 D—BOX 8 Cultec Recharger 330XLHD Chambers SYSTEM PROFILE LEACHING FACILITY Not to Scale N TEST @ Tu 1 > TEST HOLE 1 D. 72.3 PERCOLATIO 24 GALLONS OF WATER IN 6 MIN. Tg . SEC. ® A DEPTH OF 52 INCHES IN C1 LAYERµ. DESIGN RATE: < 2 min./in. 's " Date: 4/6/16 Performed By: Rick Judd, SE Witness: Amy Von Hone, HA Elev. Depth 'Horizon Texture Color Other 71 9 0-5" A Loamy Sand 10YR3 2 Granular .:.. ..._ ...-... Bw Loamy Medium Sand 10YR4/6 M.V.Friable 70.1 26-62" C1 Medium Sand 10YR6/4 Loose single grain 67.1 62-134" C2 Coarse-veryLoose Coarse San 2.5Y6/3 single grain Btm El. 61.2 No Groundwater Found SEPTIC SYSTEM NOTES - CONTACT OFFICE (508) 432-2878 A MINIMUM OF 48 HOURS PRIOR TO START OF PROJECT. - EXISTING SEWER ELEVATION IS TO BE VERIFIED PRIOR TO THE INSTALLATION OF NEW SYSTEM COMPONENTS. - REPLACE SEWER LINE BACK TO ORIGINAL PVC OR CAST IRON AS NEEDED. - INSTALL 4" PVC CLEAN OUT TO GRADE BETWEEN DWELLING AND PROPOSED SEPTIC TANK. - EXISTING CESSPOOLS ARE TO BE PUMPED AND FILLED OR REMOVED ALONG WITH ALL CONTAMINATED SOILS WITHIN 5' OF PROPOSED SAS. - UNSUITABLE SOILS ARE TO BE REMOVED, IF ENCOUNTERED BELOW EL. 69.5, FOR 5' AROUND THE LEACHING AREA AND REPLACED WITH TITLE -5 FILL SOIL. - ALL COMPONENTS ARE TO MEET TITLE 5 MATERIAL & CONSTRUCTION REQUIREMENTS. - SYSTEM COMPONENTS ARE TO BE SET ON A STABLE, COMPACTED BASE. - DISTRIBUTION BOX EXIT LINES ARE TO BE SET LEVEL FOR THE FIRST 2'. - DESIGN ENGINEER IS TO VERIFY SOILS OF ALL SAS EXCAVATIONS BEFORE SYSTEM INSTALLATION. - DESIGN ENGINEER IS TO VERIFY SYSTEM INSTALLATION (LOCATIONS & ELEVATIONS) PRIOR TO BACKFILLING. - COMPONENTS ARE TO BE WITHIN 3' OF FINISH GRADE & ARE TO HAVE A MINIMUM OF 1' OF SOIL COVER. ACCESS MANHOLES ARE TO BE WITHIN 6" OF FINISHED GRADE ON SEPTIC TANK INLET AND OUTLET COVERS AND DISTRIBUTION BOX COVER. LEACHING AREA INSPECTION PORTS (2) ARE TO BE SET AT GRADE WITH IRRIGATION CONTROL BOX COVERS REQUIRED. - ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BE GRADED, LOAM COVERED AND SEEDED. TITLE APPROVE ■MMMM M*057 CULTEC CROSS SECTION INVERT 6.3' Lawn Box 4"-6" Pull ELEV. 61.2 Cap Bttm. TH 1 Perforated Pipe Chamber To Btm. of Chamber Use min.: 2— 3/8" Holes ® 2" vert.spacing INSP. PORT DETAIL SYSTEM DESIGN Design Flow: 2 bedrooms @ 110 gal/day = 220 gal. Septic Tank: 220 gal. x 200% = 440 gal. Use 1500 Gal. Roth Multitank (RMT -1500) or Equal Leaching Facility: 57.5' x 4.0' x 2.0' Use: 8 Cultec Recharger 330XLHD chambers 8 chambers x 7.0'/chamber = 56.0' + 1.5' length adj. = 57.5' Proposed Area: 57.5 LF of Chamber x **7.Osf/If = 402 sf Capacity: 402 sf x 0.74 gal/1 sf = 297 gal. **Per Mass.DEP Certification For General Use (rev. 5/22/14) NOTE: Garbage disposal is not permitted with this design. 40-11 '!�" /0 /i ce I \G V. v/ LI i v