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HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG. SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. MONOLITHIC 1000 GALLON JULS tVU. Tt/-Ut NOTES Blenkhorn.dwg Landscape Tie `wall -Use H-10 :PUMP COMPARTMENT RTE 28 M RUN 8T OF IMPERVIOUS BARRIER W/ WATERPROOFING 1. LOCUS IS A.M. 24, PARCEL 95. FB33/04 SB14/23 M ressure treated ties. with Prop. Top ALONG INSIDE of WOOD TIE WALL. Prop. 10.27 Min. p DRILL 3/8" WEEP/VENT HOLE Quick Disconnect/ 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCON. N Wall=10.1 Barrcer(40 ml.) -Top® 9.3' min. a minimum 40 year life In Union 3. SEPTIC IS IN FLOOD ZONE AE(EL. 11) ON FIRM DATED JULY 16, 2014. Q Recommend Floats re- contact with ground. Step placeable from to 2" °PVC .� �y a o face of ties in 1" towards 4. ALL PIPES TO BE -4" SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) p 10-- ---- -- ------------------------------------ mound on each higher row 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. °' + Z Title 5 Backfill Fasten with 8" galv. spikes. 5'85 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. J » Top=9.3 min. One tie to be below finished Invert Alar 34 Check Valve 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN '14". o_ 17 ...................................... To Units. 9.27 On 27" 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Zro O /S - - - - grade: Hold top of wall elev- el. 3.68 met C5 9____ - - - - - - - " - - - Off 22' D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. d q LEACHING ovation and eliminate bottom P 9. DEPTH -0F COMPONENTS .NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO 'pa ::::•:.�::::. SCALE .......... courses of ties as grade runs COVERS: BUILD UP COVERS TO GRADE --2 OVER PUMP, 1 OVER FILTER. ::..r;:; :_.Removal Use Title 5 :�; :'_ �r 1:5fi 6" STONE UNDER 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP: :::::::::::::::::: :::::::'Sand :::::::: _:.: .... ::.....,, ;, up. (Ties ate 5 1 /2 square:) Bottom MAKE FACTORY WATER -PROOF / / / / LOCATION MAP Bott 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND., ••••• x 7.2 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. B2 layer � 7.37 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER .LEACHING 1 BENCH MARK --TOP TOP OF MAG NAIL IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255 3 TEST HOLE 1 BOT.=7.4 SECTION A - A 7�� /� \ SET IN PAVEMENT=6.32 ASSIGNED ( ) COM ACT WALL x 7 _ `J 13. -PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, BASE MATERIAL SCALE: 1 "=2' \2 AND STONE IN, LEACH AREA, AND DISPOSE OF AS DIRECTED. BY HEALTH AGENT. DEPTH (inches). ELEV.(feet) -7 \ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 8 0 N F J 7 7 / 97,17 FEST HOLE DATE: January 11, 2017 7" �'x 6.i 7.15 PERFORMED BY: Ron Cadillac, Soil Evaluator / HAZELHURST X�'9 WITNESSED -BY: Amy Von Hone, IRS, CHO 16" COVERS TO GRADE PERC RATE: <2'-00"/inch (B2 layer) ° // j/ O�7-�,� 6.98 OVER FILTER & PUMP SOIL SURVEY(1993): Carver coarse sand � MOVE EXISTING SHED O, - .,- '' 7 5 �' 7 / ��p / / �'/ \ ' GEOLOGIC MAP,(1.986): Harwich outwash .plain deposits 34"EL BENCH MARK --TOP CENTER OF �c2 . = /� J / Q P / / 6.32 34" CON-. BOUND=10.72 ASSIGNED 5g 55�r j / 7.42 / / �,'�,�/� \\ COVER WITHIN 6" 30 ARC 36LP(3.8'� INVERT) �'r12� TH 1 �, � \ / w/,�`L OF GRADE Invert 6.221 Invert 5.85 CHAMBERS �%,9 5S v 57 /��' �`/��, \ Existing Proposed Invert 8.98 /t A ��� \ 6,g6 Add Gas B ffle Proposed Top Unit.=9.27 � 7.3 ti/ �� o, \ H-10 DB6 ND 9" Cover H-10 ®Filter Cloth 70� �O o F \ Existing Prop ono\ 52 3 'Max. 3 x 8,5 ���\ / �/O� \ 1000 Gal 500 1000 Gal. S=1rni /ft inspection Port ��.:.:..� 8.7 8• 8,4 Qv /F 7.3 �" \ O Septic Tank Gal. Pump Tank //�\ E 8. 8. 6.54 Septic See Detail " " ::::�::•:::::: • .... T .::.:•:.::. � ..... Q� � 610 3 $ 84 .::. Tee 0/E Layer 10yr 3/3. sandy loam B1 layer 1Oyr 4/4 loamy sand B2 layer 1Oyr 5/6 . loamy sand C layer 10yr 6/6 med. fine sand --observed- water _ 6.7 5.2 3.7 1.0 ,.1�}::{:4:: i.• �. .: 8.0 Prop. Invert Sanitary N/F ,..::::: s �` 6,58 1.56 Invert 8.92 I \�8. :.. 6 Ll 5r 5 .. f "' `' / ;,59 Prop.Bottom invert 9.15 Proposed IPermtt valid for REPAIR O SEPd'K s s•I'EM TICKNOR `15'- Bottom �' ',.. %1QI�•;. / Proposed 6 i 4' ONLY, (lite to State and I,oc l septic variances. 0 6 Stone or coin act p 1 I I 3 I Board of 1'lcalth.review and approval is r yuired for 666 4 I I I I N 3J' I I N I- �/2� J High Groundwater=4.6 any future additi(ins/renmations/allc ations to . \ \ - :}};• \ 8 0 / �P / \ I I I I I I 1 2 sewn e facilities and/or structures/dwellin . 1 9 .._:Bye... field �, �' / i� / J / I 0.9' of 1.8' Ad"ustment* co^� \ �\ �::::. /..:::::: ase s 9 /� 7.23 Q P / 6 \ < 3 I Mash29 Zone \ '' i•:: / \ 6,47 CD 6' I Feb. 2017 Yartnouth Health Uepartiner t ,�o�'•- � i:::...:: �n _ " ,: '- DESIGN DATA of o. 9' • �5 11 1 ��i G i.: i \ / / `/ �\ x S 34 8.5 ti • `�� 2 �:� X'�tb55�� v 08 /X6.4 4 ObserveBEDROOMS: 4 *Proposed dleaching s7350' A P�' O V H'. D � �'� 6, jf 7.8 Q° x 6.3 / to 400' from large saltmarsh GARBAGE GRINDER: No 9 9,0 x g a �G , .7 g. \\k�7 ; .3 / / / REQUIRED CAPACITY- - 440 GPD - _ - - - LEACH AREA - - /� -. 707` <' / .:: / / x EXISTING SEPTIC TANK(1ST COMPART): 1000 GAL. USE 30 ADS ARC 36LP CHAMBERS(3. 41\,ER Da e y,' /.:' Go Ile / PROPOSED SEPTIC TANK(2ND COMPART):500 GAL. IN A 25' X 1T X 3.8" DEEP LEACHING -BE / 8'6 `.' . . / EFFECTIVE LEACHING AREA: 709.5 SF , 8 6 5 j8 4 8.0 / 4.73 SF/LF X 5'/UNIT-23.65 S.F/UNIT 4 REMOVAL / 30 UNITS X 23.65 SF/UNIT-709.5 SF(EFFECTIVE) DO 32' x 25' REMOVAL ALL. AROUND AND .UNDER -8.4 COVERS TO 6' - 9 DESIGN CAPACITY- 525 GPD DOWN 16"f BELOW GRADE TO B2 LAYER. GRADE LOT 62 6.8 DOSES PER X 74 GPD/SF] 4 TWO-COMPARTMENT TANK x 8,2 -- / / ALARM & PUMP NOTES SPECIAL POUR --TANK IN- sem,• 7i8 14,185±S.F.- /� BUOYANCY CALL'S -MONOLITHIC 1500 GAL. SEPTIC/PUMP TANK LET .(4" RUBBER BOOT)TO kP 7 7 / / 1`L$j��p 1. ALARM TO BE WRED BY SEPARATE CIRCUIT FROM PUMP. ELECTRICIAN ON BE AT 500 GALLON COM- �, 1 , / .y9� WEIGHT OF EMPTY TANK AND 15" COVER PARTMENT=-2 RUBBER o. 59 2. ELECTRICAL WORK TO BE INSPECTED BY BDRM BDRM CHAMBER= 6.00 TON (PER WIGGIN) vv e� \� WIRING INSPECTOR. BOOT AT OUTLET s _ _ _';-- �� N/F 3. ALARM TO BE LOCATED IN HOUSE. KIT KIT 15" COVER= 1.25' .X 6.12' .X 10.29' X 0.055. TON/CU.. FT. 0"' 7.1 `� Q�� T.O.Y. 4. PUMP TO BE CAPABLE. OF PASSING 15" COVER=4.33 TON 1-1/4" SOLIDS AND INSTALLED IN STRICT TOTAL= 6.00 TON + 4.33 TON = 10.33 TON a:.. I /� CONFORMANCE WITH MANUFACTURER'S BDRM BDRM WEIGHT OF WATER --HIGH GROUNDWATER DOWN / S,Oe 6 3 , �� SPECIFICATIONS. (4.6 -1.56) X 5.87' X 9.96' X 0.0312 TON/CU. FT. IV F \ / G 5. USE MEYER SRM4, 4/10 HP PUMP, ORWEIGHT WATER- 5.55 TON %6 EQUIVALENT. BATH BATH' WATER= 6. TO PROVIDE FOR EASY AND SAFE / k 6, • TANK AND 15 COVER ARE HEAVIER BY 4.8 TON. MAINTENANCE OF PUMP: 5.7LVRM LVRM / / I USE SILT FENCE IF HEAVY EQUIPMENT -PROVIDE UNION/DISCONNECT IN 2" PVC J � LINE AT TOP PUMP CHAMBER SO PUMP [�� c����%I�D ENTERS LOT ON THIS SIDE -RECOMMEND FLTTANK. OATS 13E ATTACHED 2" MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: PUMP LINE SO FLOATS CAN BE ADJUSTED EXIST. FLOOR PLAN SITE PLAN MAY 03 2017 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO S. OUTSIDE CHAMBER. , VARY LEACHING TO CRAWL UP TO 10' (IMPERVIOUS BARRIER PROVIDED) NOT TO SCALE FOR HEALTH DEPT. 310 CMR 15.211 (1). T fft� 2. VARY :SEPARATION .TO .HIGH GROUNDWATER .BY 1' (4' PROVIDED). THIS PLAN IS A VALID COPY ONLY IF IT BEARS 310 CMR 15.212. AN OR I-N•A ED STAM SIGNATURE. 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. JOHN VC, JUSTINE V 4. VARY LEACHING TO WETLAND BY 13' (87' PROVIDED). r LOCAL REG. LOT 62 63-65 PAMET ROAD W. YARMOUTH MA 5. VARY REMOVAL BY 1'. (4'PROVIDED). 310 CMR 15.255(5). EmsRONA - p`'��gSS9CyG (HOF/,�gss°� MARCH 20, 2017 SCALE: 1 "=20' � RONALD s � RONALD s • • TH 1 TEST HOLE LOCATION, NUMBER o JAMES o JAMES W WATER LINE MARKINGS " CADILLAC " �CADILLAC� `.. 3 ' E OVERHEAD ELECTRIC WIRES (IF SHOWN) # 1060 a of 5779�� ' 9.5 X8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ANITAR Pa ;��SuRvE(o� RONALD J. CADILLAC, PLS, RS,'' P.C. ,�-6--- EXISTING CONTOUR Wm� lIza ` C PROFESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN 8---- PROPOSED CONTOUR P.O. BOX 258 ' � UTILITY.POLE (IF SHOWN) WEST YARMOUTH, MA 02673 ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) (508) 775-9700 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE 2017 BY R.J. CADILLAC PAGE 1 OF 1