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Home My WebLink About19 Centerboard Lane - Site & Sewage Disposal SystemGENERAL: NOTES. SOIL TEST LOGS (8-10-2000): 5Y5TEM DESIGN CALCULATIONS: TEST HOLE L: -EL= 52:0+ SEWAGE DESIGN FLOW:x 69.7 " NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER 5EF7C SYSTEM UNLESS H-20 COMPONENTS ARE USED, B:) THE DESIGNER. WILL NOT 13E RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN+ LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED JN WRITING. C7 CONTRACTOR SMALL BE RE5PON51BLE FOR VERIFYING THE LOCATION OF ALL - 'UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) 501E COLOR (Id UN5ELL) SOIL OTHER MOTTLMG C-9" - - - A LOAMY SAND I OYR 4/3 NONE I I-27' B SANDY LOAM I OYR 5/G NONE - 6-36" C I SAND - - I OYR GIC NONE 39-148" -C2. SAND 2.5Y GIG NONE PERC @ 6' --____,_ J o- OVERHEAD UTILITY SERVICE '5 BEDROOM DWELLING @ I 10 GRD = 550 GPD - CB FND - *GENERAL USE PERMIT FOR MICROFAST DENITE ALLOWS 550 GPD. PER ACRE LEACHING CAPACITY REQUIRE[)::. S BEDROOMS (MAX:) @ 1 10 GFD = 550 GPD. REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW = 550 GPD @ 200% =. I 100 GAL. REQUIRED SEPTIC TANK CAPACITY PROVIDED: - - - 1500 GALLON MICROFAST 0.9 SEPTIC TANK ALLOWED PER GENERAL USE PERMIT} \ CONSTRUCTION NOTES. - TEST HOLE 2 ELI= 49.0± - LEACHING CAPACITY PROVIDED: 1k, t 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAPS), DOSING CHAMBER(S) AND DISTRIBUTION -- - BOX(ES) SHALL BE SET ON AlEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A G INCH. CRUSHED STONE BASE 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE DEPTH FROM 5URFACE (INCHES) 501L HORIZON 501L TEXTURE (USDA) SOIL COLOR (MUN5EW 501L OTHER - MOTTLING -O-h111. A- LOAMY SAND 5YR 4/ I NONE I I-27' - LOAMY SAND 2.5Y 5/4 NONENE 27-6711 Cl LOAMY SAND I YR 5/8 NONE' 67-144 C2 SAND 2...Y 6/3 NON_ PERC 6' --____,_ J o- OVERHEAD UTILITY SERVICE ON (1) 42'X 12.11 X.2.0' LEACHING CHAMBER CAN LEACH: ' \ Vt=[(42 X 12.83) + (42 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GFD/5F=56 1.05 GPD x 65.2 \ ' 56 L GPD>550GPD REQUIRED - NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN 'INSTALL: S \ g Nom- MICROFAST 0.9 TOP MOUNT TREATMENT SYSTEM (TANK TO BE SUPPLIED BY SHOREY PRECAST) SIV \ ONE (1) - 6 OUTLET DISTRIBUTION BOX (H-20 Rated) - : Q - •` \ „ ONE 1 ).- I;OCO GAL PUMP CHAMBER WITH PUMP AND ALARMS s� ' x 656 - vC ZONING TABLE FROM ZONE: (RESIDENTIAL) R-40 FPONT YARD SETBACK - 30 FEET ..SIDE AND REAR YARD SETBACKS 20 FEET BUILDING COVERAGE - 25010 PROPOSED BUILDING COVERAGE:: - HOUSE AREA (INCLUDING DECKS) LOAMY SAND X 100 NONE LOT AREA.. C I 3,447 S.F. ,'X 100 = 7.3% 3 _. ' 47,I) I S.F. C2 SOUTH YARMOUTH, op, MA CENTERBOARD lq LANE LOCUS y� N. DENNIS ROADUT ' N NOT TO SCALE A TO THE FLOW LINE SHALL BE 48 ... E. 8 1000. ONE (1) - MYERS MW50 1 /2 HP PUMP ;.TOM OF THE SEPTCT NK DATE Of TESTING: / / '•,� \.. �•. T "'-2" LAYERS IN TH I t TH2. SEVEN (7) - BUILT UP COVERS (SEE FLOW PROFILE FOR LOCATION B TYPE) HALL EXTEND A MINIMUM OF 6. PERCOLATION RATE: LESS THAN MIN/INCH N .. LA 1.9 ,4.) SCHEDULE 40 PVC INLET AND OUTLET TEES 5 - . G A wITNEsSED BY. CRAIG FIELD, Elr, BSG GROUP � � PLAN BOOK" 1 20 PAGE 119-F2 ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE - O CHARLOTTE 5TE1FER, AGENT, BARNSTABLE COUNTY ro \ \ DEED BOOK 13230 PAGE I 65 "CENTERLINE -0F THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. -:. NO WATER ENCOUNTERED v ASSESSORS' MAP 1 18 PARCEL 46.2 N DISTRIBUTION BOX PRECAST USE AtOADING: PATE OF 0:74GPD/SF FOP. SIZING OF SOIL ABSORPTION SYSTEM. :] � : 5.) RAISE COVERS OF THE SEPTIC TANK AND D 4 \ \ CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6 OFx - 60.9 - . \\ x 68.3 ' O ` FINISH GRADE, ORASAPPROVED BYTHE LOCAL BOARD OF. HEALTH AGENT42' \ - 42 / \ I CO i, - ALENT. PIPE SHALL - LEGEND 6.) PIPING SHALL CONSIST OF 4 SCHEDULE 40 PVC OR EQUIVALENT. - 4 85 85 8.5 85. 4 Q / c CONTINUOUS GRADE OF NOT LE55 THAN I%. -. BE LAID ON A MINIMUM y / x 62.e-4-�3 --- EXISTINGGONTOUR UI ED SHALL BE A I N.SYSTEM AS.REQ R ...,. ,•.. v, r..: a .. ., .,.. ,... ,... ,. .: . .. I 32....: 7. DISTRIBUTION LINES FOR SOLE ABsoRPr o ( ) PROPOSED CONTOUR - 1 _ „ T OGS(3-28-2012):... AT O5 FT FT.LINE SHALL BE CAPPED SOIL TES L a SAS ," , . - _;...:r 4 - �- ' 4 DIAMETER SCHEDULE 40 PVC LAD O.O / - - ' k %; ��_�� xizsa` EXISTING SPOT GRADE AT EN OR AS NOTED. d 2 5 69.0_ EST. HOLE 3 EL ., ... X en m 24 5 t P OPOSED SPOT GRADE f R 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL. REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHINGTO 501L AB50RPTION SYSTEM. WATER TEST DISTRIBUTION - B BOX TO ASSURE EVEN D STPJ UTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW - THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4 TO 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE DEPTH SURFACE (INCHES). FROM 501L HORIZON SOIL TEXTURE (1-15DA) SOIL COLCR (MUN5ELL) 501L. : OTHER MOTTLING 0-G" A L AMY SAND I GYP 3/4 NONE -30" B LOAMY SAND I GYP 5/8 NONE 30-122" C I MEDIUM/COARSE SAND_ 1 GYP &G NONE PERC 0 54" C2 MEDIU CCA E 5AN I CYR 8/6 NONE --____,_ J o- OVERHEAD UTILITY SERVICE _ INSTALLED BELOW THE. CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE - +,{ Cp 1 N TEM. BASE AGGREGATE SHALL BE COVERED WITH A2" TEST HOLE 4:. EL 67,0_ DB - � = -� + -� DB DISTRIBUTION BOX SOIL ABSORPTO SYSTEM ✓ A 4 III SF A DUST. OF IRON FINES AND U 12" DOUBLE WASHED STONE FREE , LAYER OF I/8"TO / I T ,) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; :.WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREA5 OR OTHER IMPERVIOUS MATERIAL; OR WHEN PPE55UFE DOSED. 12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDINGTOP501L). 13 FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM' ` DEPTH FROM SURFACE (INCHE5) SOIL HORIZON '�"`t:,.,`•+a",,''3+., ,,(, 'tea �' .!:"y•s''r '.. ..' .. SOIL' COLOR (MUN5ELL) Qi : 62" .. Reserve r A - WATER SERVICE LINE I CYR 3/4 ,��,-. .� „ 6E3 LOAMY SAND I OYR 5/8 NONE 30-60" Of '' 51L LOAM - I CYR 5/3 4a, 60- 132` C2 MEDIU CCA E 5AN I CYR 8/6 NONE --____,_ J o- OVERHEAD UTILITY SERVICE _ .. /.. - k UNDERGROUND UTILITY SERVICE DERGR D FIRE HYDRANT :. .. x 6T7 - GAS SERVICE LINE. ® L : %. x:63 � TIP TEST HOLE / BORING LOCATION 0 / J .. X 67.4 Lo- F 38 5T SEPTIC TANK INSTALLED BELOW THE. CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE - +,{ Cp 1 N TEM. BASE AGGREGATE SHALL BE COVERED WITH A2" TEST HOLE 4:. EL 67,0_ DB - � = -� + -� DB DISTRIBUTION BOX SOIL ABSORPTO SYSTEM ✓ A 4 III SF A DUST. OF IRON FINES AND U 12" DOUBLE WASHED STONE FREE , LAYER OF I/8"TO / I T ,) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; :.WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREA5 OR OTHER IMPERVIOUS MATERIAL; OR WHEN PPE55UFE DOSED. 12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDINGTOP501L). 13 FINISH GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM' ` DEPTH FROM SURFACE (INCHE5) SOIL HORIZON 501L TEXTURE (USDA) SOIL' COLOR (MUN5ELL) SOIL OTHER MOTTLING 0-5" A LOAMY SAND I CYR 3/4 NONE - 5-30" 6E3 LOAMY SAND I OYR 5/8 NONE 30-60" Of '' 51L LOAM - I CYR 5/3 NONE 60- 132` C2 MEDIU CCA E 5AN I CYR 8/6 NONE - '-- -�. A �;: x 70 ,, ® DRAINAGE MANHOLE COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D05 NG CHAMBER M DATE OF TESTING: 3/28/12: - ALONG PROPERTY LINE \ MINIMUM COVER TO BE RELOCATED L O R \ ' AND 501E ABSORPTION SYSTEM.. SEPTIC TANKS SHALL HAVE A M 6 LESS AN 2 MIN INCH IN 'C I" LAYER IN TH3 * "C 2' LAYER IN TH4- " PERCOLATIONRAT THAN J � P5 ■ CONCRETE BOUND, FOUND or WITNESSED BY. KEITH E.fERNANDES, Pte; J.M. I�REILLY*ASSOCIATES, INC.: � '. _. DB x 66.e ; .' 64:5 � TOP OF BANK 7N BOARD OF HEALTH �c TION OF THE SOIL A55ORPTION SYSTEM UNTIL AMY VON HONE, AGENT{ YARMOUTH - EC FROM THE DATE CA E Or COMPLIANCE, ` , - ;' \, -K-x- LIMIT OF WORK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP NO WATER ENCOUNTERED _ x 67,0 , 6¢ \3 (LG TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH USE A LOADING RATE OF 0.74 GPD/5F FOR 5211G OF SOIL ABSORPTION SYSTEM: �,, - � � \ AQP FENCE FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. EDGE OF CLEARING 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION Of ALL CONSTRUCTION TEM BY AN AGENT OF THE BOARD OF HEALTH (OR THE IPHI DESIGNER THIS SYS RE- ARBORVITAE_ c ROOF DOWN SPOUTS • VARIANCE. AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING - - 64.8\. ...\ _. \ c .QUIRES A ) THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE _ x---� 629 624 PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUE5TED - - - \ I G.) .OWNER/ CONTRACTOR SHALL REVIEW HOU5E/DRIVEWAY LOCATION AND GRADING PRIOR TO EXCAVATION: 17.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS, BUILDING COVERAGE, *BUILDING HEIGHT; COMPLIANCE WITH ZONING SETBACKS 15 NOT EXPRESSED OR IMPLIED HEREON. 18;) INSTALLER TO CONFIRM LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO START OF CONSTRUCTION. 19.) ENGINEER SHALL INSPECT 501L CONDITIONS PRIOR TO SETTING ANY 501L ABSORPTION SYSTEM COMPONENTS. 20.) IF THE SILT LOAM ENCOUNTERED WITHIN TEST HOLE 4 IS ENCOUNTERED - DUPING THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM, IT SHALL BE REMOVED FOR A DISTANCE OF 5 FEET FROM THE 5.A.5, AND REPLACED WITH CLEAN'TITLE S" SAND. m / 63s / PROPOSED VENT \ ED LEACHING CATCH BASIN m --- PROPOS LEACH G� FOR F.A.S.T, UNIT THE LAYOUT AND DIMENSIONS OF THE NOT TO SCALE 6z 9� OWNER TO APPROVE) / a \ PROPOSED DWELLING HAVE BEEN TAKEN 24 Dian. CATCH 6,551N Capt Iron Frame and cover 62 1 _ i" - �. ,� _ 59,2 �, .FROM THE PLAN DATED 12/2/ I 1 , Raised to Grade PROPOSED DOWN SPOUTS AND 4"AD5 PIPE x 'S /F '' --- ' 0 \ PREPARED BY GROUP 7 DESIGN usF eJlwLK248-2-400 CATCH 5ASIN TO COLLECT ROOF RUNOFF AND DRAIN TOOP�SFp PROPOSED DRY WELL )N, ZRvi EL =52.7± FILTER FABRIC90 557 5816 \ x 50. TOP or Fir EL=45.7m .. - s"La erd U8 uz^stone - PROPOS �D (ARD DRAIN WrIrGRATES - : - ,. - \ "� IN -' -""- I . _ .. _ .. 4" A05 PIPE FRCM TO BE TIED INTO ROOF DRAINAGE DRAINS AND GUTTERS Zl{ OF tU,qlt�,A rt5 v % 30" Oak Tree _ ._ f7J TES_ REQUIREMENTS: PUMP N O NOTES i - XOx 5$14 , x 56, --_ _ - •^ y 54 �, 4J O� O FIlAy n+ . _. _.. _ _ .. _ O AP. a, i, , a s7,1 �e cis \ 'REILLY a .) THE LEACHING BASINS .,HALL BE SET _ x ,E,. , +�- ._.. _. .._ tL �.. ,�. ,::-:., ,•.': :«(Ci': I � � U CIVIL, LNG LIGHT WITH AUDIBLE ALARM LOCATED WITHIN . ALARM SHALL BEA RED WARN_ .. : _ ...._ ti ,r., : , ,:, ,,,:..,. Q . 48.7;10 •>, h /"' ) -FULLY INTO CLEAN SANG. DESIGN -ENGINEER - / - X 556 „ ,'wn' ! x 50,4 x 50:5 :-. tin, 3B..Oi) J " THE BUILDING A5 SHOWN ON THE PLAN. :-: ,".' Q' SHALL INSPECT THE SOILS AROUND AND BELOW . _ .. _ 6 _ ..� - 3/4 1/2 Store ' .'i , ">;;., . •+, ,:., 1"q- ,. FLOATS SHALL BE ONE coNTlNuouB PIECE FROM THE - - REFER TO ARCHITECTURAL PLANS 2J THE CORDS FOR THE F - THE LEACHING FACILITY PRIOR TO INSTALLATION. _ - PUMP CHAMBER TO THE DISCONNECT FULL BOX. THE CORDS SHALL BE ENCASED FOR LAYOUT AND MATERIAL - I A770 PO INSTALL -�''- - -'"-- IN " ELECTRICAL CONDUIT. E "AST LP- 1000-H-20 SEE _ _ 0 / : D 3 ONE (I)-SHOREYPRE� ( 1 "..: x 60,5! / ; ,. i, O I 55.3 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS, PLAN VIEW FCt INSTALLATION LOCATION) -, ._ .. _ _ - .� / 58 O,F y. , D - I c „�, ONE (I )- EJIW LK248-2-100 CATCH BASIN GRATE 4T " • \ 4. ALL PUMP, WIRING, ALARM, AND FLOAT IN5TALLATION5 SHALL CONFORM TO J 3.0' MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL TO MANUFACTURER'S SPECIFICATIONS - - 12.OI 2 LODES AS WELL. AS . 5J PUMPS SHALL BE MYERS MW50 I/2HP PUMP (OR EQUAL) MEETING MAXIMUM - / 55.7 x 48.4 1 PROPOSED UNDERGROUND REQUIREMENTS OF 50 GPM AND 20.6' OF TOTAL DYNAMIC HEAD. -INSTALLER TO - / - / i 'J un T U°' UG ug -_� cB FND UTILITIES (ELECTRIC, TV; PHONE) 000 Gallon r I UMP WITH MANUFACTURER FOR FLOW AND TDB. i ' ' uc �'- w ) VERIFY P Q ; - /. ,.� \ °Q - uG -0-54, wilco- " Leach Pit .' " a>.: a'� 0 54 buy Wlre. 531 \ 6. 28.5 FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 593 GALLONS OF { ' '` a ,� ,; �' �' . / x SZS '` . a blit Pole 3 USE LP- 1000-H-20 4 - u STORAGE. Ix 58.5' \ c x49,0 to 52.4 52.6 - 11 I T • ,.� r +: ` !O AS MANUFACTURED BY SHOREY OR EQUAL a sss :: / h .::. ��`•, ` ... support SSSS QQ� ,'S6 ,.-.- ' :`'' +�`, x - c � PUMP DOSING CALCULATIONS. so w .56,6 ... r:; Pole x53.() . - - x -e .�': ,•/. , .,1 x`43. \. , .�' SL5 71,E FIELD: ,.. I. `' ,,.5,: ;1 ., -. r- _,y !• ... , I .DETERMINE VOLUME' OF EFFLUENT TO BE PUMPED TO LEACHING N, ' .. I "� ' ® , PROPOSED 12' x 6' DAILY FLOW = 550 GALLONS _ F i = S f el? x sts so.7 LEACHING CATCH NUMBER OF DOSES PER DAY 8 DOSES - P CHAMBER I LO AT DETAIL I L 6 - NUMBER OF GALLONS 550/8 = 69 GALLONS `-' M I \ : A" /NDS 5 - S � sos � BASIN, RIM 52.7 NOT TO SCALE x 51.1 5z S4 \ s 5 {,'SSG "OPOSED p' DRAIN BACK VOLUME: i x s2.e, � �" • •x 4e.e a 6((� � (SEE DETAIL) Inlet EL=56.80 �._.---- ,,-,_.. S2 - � \ -' - WELL, ,i' � ,p \ - vF Q 2" FORCE MAIN= 13 GALLONS so -- I R \ m Qmz\\ o Em Yarmouth ealthDepartmeut PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME - - - - - 'SO `~ Q 3 `1 x542 x56.6 ,. �TH1. '�/��+6" x489 N<8 O. W P 4 PUMPING VOLUME = 69 GALLONS + 1.3 GALLONS = 82 GALLONS Stora e Volume Alarm - - : : (28.51. 676 Gallons) 6 48 : , ��. � 48 \ \ ca .- - � ./ \ Pum Ch q ,\ � ir' --- �} i� 06 �pK m9 x sag 2. TOTAL DYNAMIC HEAD. 20.6 FT. _ -. p CB FN ' / 1 O0 /" GSeaa - \ 49.4 .% Date 1�ame 48" --- Cycle Volume (3.5" - 83 Gallons) _ INSPECTION NOTE. 4 _ 4 vN f, 0e O{ \ .. / 3. PUMP MUST BE CAPABLE OF PUMPING AT LEAST 50 GPM P _ Pump ON/OFF. 49.1. AGAINST A TOTAL DYNAMIC HEAD OF 20.6 FT - PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM • I - "� �- m P IN I POP COVERS. 44 <, sa . �' REVI5ed .1-14-2013: Showed the location of the GIS p N_ED., TO BE COMPLETE INCLUDING BUILDUP O ❑ _l �, \,yg , a92 FAST Blower * Vent; Ad usted Note 20• Showed z a29 ` 3F., 13 i re i � Lawn _: •.. / � d- • J • Re -circulation Line; Added Quick D15 -Con ct to v : Pump for Future Maintenance. FLOW PROFILE: ON Q I 7 COVERS TOTAL INCLUDING CAST IRON COVER FOR PUMP CHAMBER \� 'o,e �' '� P� 10545. NOT TO SCALE \ 223,00 avedD"Ve�ay }' 48,9' 88 RCe ?a Revl5ed 11/2GI201 2: Added offsets, Clarfled Grading, AdJusted Notes Electrical wcrconduit ho from blower control system to - - \ v� S P /'" 12' Dlam blowedbiower housing. - - Vent - \ oo i' - - // Bush Rev15ed 3/28/201 2: Septic De5lgn andye5t Holes Updated TOP OF FOUNDATION 24" Dlam. Cast Iron Frame and Cover Sweet AI PROPOSED BLOWER .. ,u 0'4 •' ABA + Raised to Grade use EJIW LKI ICA awn a Revised 2! 19/ I :Changes to grading and driveway location. EL -60.5 \ FOR F.A.5.T. UNIT a 52,4 51.8 4 nspectio J Pump out Ports Finats shoo be ms sited Revised 1 2/7/ 1 1 : Changes to house s e, driveway, grading and coverage. Joints m t be (OWNER TO APPROVE) " ' - waterti so they can he reache. Prop osed EL 52:2± Proposed EL -G6.5 (MAX) - \ I - o 9 ' from manhole co er. - - ` Revised 10/ 1911 1 : Add second so hern retaining wall. N 512 50 47.5 + Pro Posed EL=60:0± - Revised 10/ I I / I I : Rewsed door cations, lighting, driveway width, O Pro osed EL=GO.0_ - • . �/� ' j V" PROPOSED TEE \ °- / ' ' ' / / `6x nd ion of PVC = lantin s; walk wayconfl uration, tainin walls, and utilities. O .i. \\X, 'ik �'' 58.3-0\w� :-., :Check. it,ii \ 1901. -_. - ., -... .. ', Valvc Acce�o Chimney for Future _ : 36". Proposed 4" Sch. 40 _ - 2 TEE FOR- - (9 Min 36 Max) PVC Fire \ 522 n1 RE7`) RNL N,� 2P DIA 6550 \ h Seven Hills POUnCiation FROM PUMP CHAMBER PLAN BENCHMARK: LINE - 58.0+ 2" Delivery Line - - \ SCALE 1 "-20' Top Df Concrete Bound .-- ... 2" LAYER OF I /8" - 112" STONE Abut - EL=98.7 (Assumed datum) 81'HOPE AVENUE, WORCESTER, MA 01 G03 •7 DTs-ceau , - , i .-, \. tiny DwelLny 46.6 57.5+ ■10• Cinch 211 dia. Force Main 'i. . / ... N : 314" - 1 -1/2" STONE 57.20 56.87 ct _ ... 64 75 / - - b Gate Valve:._ SCH 80 FVG� 65.17 65.00 ,/`/ N N//�� \\ WELL 96.4 SITE ` SEWAGE DISPOSAL SYSTEM DESIGN 19 CENTERBOARD LANE, SOUTH YARMOUTH, MA 1000 GAL V - - 3/8"Bleeder / - � \ ' 56.80 1 Hoe 56.80 2" DROP i �/ L I CF Poured \ EMEND 2" DIA TEE - - 500 GAL Pitch 2" dia. Force Thrust Bloekmg 62,75 COP ' DOWN TO BOTTOM OF L 48" Main Back to the at all bend; \ FILE ' INLET TEE, OF A SPEC _ _ SEE FLOAT DETAIL Fump Chamber USE FOUR 5HOREY PRECAST r+ \ - i . LVl • 0"REILLY & ASSOCIATES., INC.. BY FAST MFG ..52.6+ - 500 GALLON LEACH CHAMBERS 6J_ PROPOSED 1D Longest Ron I WITH 4':OF STONE AROUND - r \ ; , Professional Engineering & Land Surveying Services 140+--T ISOO GALLON L,, .. 1 + 24'±"T.. END VIE // _l \ �::�„ q 6i+ 52.3_ 52.6 0 20 40 60 _ M�CROFAST 0.9 PROPOSED .. 79+. LEACHING. CHAMBER EL=56±BOTTOM OF TEST PIT#2(3/28/12) /f ��' 1000 GALLON DB4G h i{PRQ \ SCALE I"=20' 1573 Main P.O. Box 1773 8A FAST UNIT Mode1:1 MIOCROFA9T#0.9 PUMP CHAMFER Q_BOx 42.0x.12,83'x2.0 _ `. SpSX..i (508)896-6601 Office Brewster, MA 02631x (508)896-6602 Fax - Contact: John Rowland] GATE: SCALE: BY: CHECK: JOB NUMBER: J * R ENGINEERED PRODUCTS, INC.. 4110 HPRETURN PUMP H-20- --/ \ \ - CENTERVILLE,MA (508)-771-5570; BY FAST MFG - - \ 9/15/1 1 A5 Noted KEF/ mb JMO JMO 6501 _ \.. ;�:ViAJOBS\HABITAT\19 CENTERBOnRD LANE6501tDWG\6501site*sdsREV I-J4-2013.DWG g - PROPOSED PPIOP05ED rea- , ' - -EXISTING HILL TO 5E CUT 2 TO ELEVATION =68.5± SAS SOIL ABSORPTION SYSTEM SAS DETAIL. TRASH BIN 28 VENT i g 6E3 2' N 3 SEE OTE #20) - - Rese ve RESERVED FOR FUTURE LE ii- 10' SGA I - ENCLOSURE i' bzl 65:3 m THa �o UTILITY POLE - '-- -�. ® CATCH -BASIN /.. - k FIRE HYDRANT x 6T7 - ® L Existing Underground Invisible Dog Fence � A �;: x 70 ,, ® DRAINAGE MANHOLE COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D05 NG CHAMBER M DATE OF TESTING: 3/28/12: - ALONG PROPERTY LINE \ MINIMUM COVER TO BE RELOCATED L O R \ ' AND 501E ABSORPTION SYSTEM.. SEPTIC TANKS SHALL HAVE A M 6 LESS AN 2 MIN INCH IN 'C I" LAYER IN TH3 * "C 2' LAYER IN TH4- " PERCOLATIONRAT THAN J � P5 ■ CONCRETE BOUND, FOUND or WITNESSED BY. KEITH E.fERNANDES, Pte; J.M. I�REILLY*ASSOCIATES, INC.: � '. _. DB x 66.e ; .' 64:5 � TOP OF BANK 7N BOARD OF HEALTH �c TION OF THE SOIL A55ORPTION SYSTEM UNTIL AMY VON HONE, AGENT{ YARMOUTH - EC FROM THE DATE CA E Or COMPLIANCE, ` , - ;' \, -K-x- LIMIT OF WORK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP NO WATER ENCOUNTERED _ x 67,0 , 6¢ \3 (LG TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH USE A LOADING RATE OF 0.74 GPD/5F FOR 5211G OF SOIL ABSORPTION SYSTEM: �,, - � � \ AQP FENCE FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. EDGE OF CLEARING 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION Of ALL CONSTRUCTION TEM BY AN AGENT OF THE BOARD OF HEALTH (OR THE IPHI DESIGNER THIS SYS RE- ARBORVITAE_ c ROOF DOWN SPOUTS • VARIANCE. AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING - - 64.8\. ...\ _. \ c .QUIRES A ) THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE _ x---� 629 624 PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUE5TED - - - \ I G.) .OWNER/ CONTRACTOR SHALL REVIEW HOU5E/DRIVEWAY LOCATION AND GRADING PRIOR TO EXCAVATION: 17.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS, BUILDING COVERAGE, *BUILDING HEIGHT; COMPLIANCE WITH ZONING SETBACKS 15 NOT EXPRESSED OR IMPLIED HEREON. 18;) INSTALLER TO CONFIRM LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO START OF CONSTRUCTION. 19.) ENGINEER SHALL INSPECT 501L CONDITIONS PRIOR TO SETTING ANY 501L ABSORPTION SYSTEM COMPONENTS. 20.) IF THE SILT LOAM ENCOUNTERED WITHIN TEST HOLE 4 IS ENCOUNTERED - DUPING THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM, IT SHALL BE REMOVED FOR A DISTANCE OF 5 FEET FROM THE 5.A.5, AND REPLACED WITH CLEAN'TITLE S" SAND. m / 63s / PROPOSED VENT \ ED LEACHING CATCH BASIN m --- PROPOS LEACH G� FOR F.A.S.T, UNIT THE LAYOUT AND DIMENSIONS OF THE NOT TO SCALE 6z 9� OWNER TO APPROVE) / a \ PROPOSED DWELLING HAVE BEEN TAKEN 24 Dian. CATCH 6,551N Capt Iron Frame and cover 62 1 _ i" - �. ,� _ 59,2 �, .FROM THE PLAN DATED 12/2/ I 1 , Raised to Grade PROPOSED DOWN SPOUTS AND 4"AD5 PIPE x 'S /F '' --- ' 0 \ PREPARED BY GROUP 7 DESIGN usF eJlwLK248-2-400 CATCH 5ASIN TO COLLECT ROOF RUNOFF AND DRAIN TOOP�SFp PROPOSED DRY WELL )N, ZRvi EL =52.7± FILTER FABRIC90 557 5816 \ x 50. TOP or Fir EL=45.7m .. - s"La erd U8 uz^stone - PROPOS �D (ARD DRAIN WrIrGRATES - : - ,. - \ "� IN -' -""- I . _ .. _ .. 4" A05 PIPE FRCM TO BE TIED INTO ROOF DRAINAGE DRAINS AND GUTTERS Zl{ OF tU,qlt�,A rt5 v % 30" Oak Tree _ ._ f7J TES_ REQUIREMENTS: PUMP N O NOTES i - XOx 5$14 , x 56, --_ _ - •^ y 54 �, 4J O� O FIlAy n+ . _. _.. _ _ .. _ O AP. a, i, , a s7,1 �e cis \ 'REILLY a .) THE LEACHING BASINS .,HALL BE SET _ x ,E,. , +�- ._.. _. .._ tL �.. ,�. ,::-:., ,•.': :«(Ci': I � � U CIVIL, LNG LIGHT WITH AUDIBLE ALARM LOCATED WITHIN . ALARM SHALL BEA RED WARN_ .. : _ ...._ ti ,r., : , ,:, ,,,:..,. Q . 48.7;10 •>, h /"' ) -FULLY INTO CLEAN SANG. DESIGN -ENGINEER - / - X 556 „ ,'wn' ! x 50,4 x 50:5 :-. tin, 3B..Oi) J " THE BUILDING A5 SHOWN ON THE PLAN. :-: ,".' Q' SHALL INSPECT THE SOILS AROUND AND BELOW . _ .. _ 6 _ ..� - 3/4 1/2 Store ' .'i , ">;;., . •+, ,:., 1"q- ,. FLOATS SHALL BE ONE coNTlNuouB PIECE FROM THE - - REFER TO ARCHITECTURAL PLANS 2J THE CORDS FOR THE F - THE LEACHING FACILITY PRIOR TO INSTALLATION. _ - PUMP CHAMBER TO THE DISCONNECT FULL BOX. THE CORDS SHALL BE ENCASED FOR LAYOUT AND MATERIAL - I A770 PO INSTALL -�''- - -'"-- IN " ELECTRICAL CONDUIT. E "AST LP- 1000-H-20 SEE _ _ 0 / : D 3 ONE (I)-SHOREYPRE� ( 1 "..: x 60,5! / ; ,. i, O I 55.3 3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS, PLAN VIEW FCt INSTALLATION LOCATION) -, ._ .. _ _ - .� / 58 O,F y. , D - I c „�, ONE (I )- EJIW LK248-2-100 CATCH BASIN GRATE 4T " • \ 4. ALL PUMP, WIRING, ALARM, AND FLOAT IN5TALLATION5 SHALL CONFORM TO J 3.0' MASSACHUSETTS STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL TO MANUFACTURER'S SPECIFICATIONS - - 12.OI 2 LODES AS WELL. AS . 5J PUMPS SHALL BE MYERS MW50 I/2HP PUMP (OR EQUAL) MEETING MAXIMUM - / 55.7 x 48.4 1 PROPOSED UNDERGROUND REQUIREMENTS OF 50 GPM AND 20.6' OF TOTAL DYNAMIC HEAD. -INSTALLER TO - / - / i 'J un T U°' UG ug -_� cB FND UTILITIES (ELECTRIC, TV; PHONE) 000 Gallon r I UMP WITH MANUFACTURER FOR FLOW AND TDB. i ' ' uc �'- w ) VERIFY P Q ; - /. ,.� \ °Q - uG -0-54, wilco- " Leach Pit .' " a>.: a'� 0 54 buy Wlre. 531 \ 6. 28.5 FROM PUMP ON FLOAT TO INLET INVERT PROVIDES 593 GALLONS OF { ' '` a ,� ,; �' �' . / x SZS '` . a blit Pole 3 USE LP- 1000-H-20 4 - u STORAGE. Ix 58.5' \ c x49,0 to 52.4 52.6 - 11 I T • ,.� r +: ` !O AS MANUFACTURED BY SHOREY OR EQUAL a sss :: / h .::. ��`•, ` ... support SSSS QQ� ,'S6 ,.-.- ' :`'' +�`, x - c � PUMP DOSING CALCULATIONS. so w .56,6 ... r:; Pole x53.() . - - x -e .�': ,•/. , .,1 x`43. \. , .�' SL5 71,E FIELD: ,.. I. `' ,,.5,: ;1 ., -. r- _,y !• ... , I .DETERMINE VOLUME' OF EFFLUENT TO BE PUMPED TO LEACHING N, ' .. I "� ' ® , PROPOSED 12' x 6' DAILY FLOW = 550 GALLONS _ F i = S f el? x sts so.7 LEACHING CATCH NUMBER OF DOSES PER DAY 8 DOSES - P CHAMBER I LO AT DETAIL I L 6 - NUMBER OF GALLONS 550/8 = 69 GALLONS `-' M I \ : A" /NDS 5 - S � sos � BASIN, RIM 52.7 NOT TO SCALE x 51.1 5z S4 \ s 5 {,'SSG "OPOSED p' DRAIN BACK VOLUME: i x s2.e, � �" • •x 4e.e a 6((� � (SEE DETAIL) Inlet EL=56.80 �._.---- ,,-,_.. S2 - � \ -' - WELL, ,i' � ,p \ - vF Q 2" FORCE MAIN= 13 GALLONS so -- I R \ m Qmz\\ o Em Yarmouth ealthDepartmeut PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME - - - - - 'SO `~ Q 3 `1 x542 x56.6 ,. �TH1. '�/��+6" x489 N<8 O. W P 4 PUMPING VOLUME = 69 GALLONS + 1.3 GALLONS = 82 GALLONS Stora e Volume Alarm - - : : (28.51. 676 Gallons) 6 48 : , ��. � 48 \ \ ca .- - � ./ \ Pum Ch q ,\ � ir' --- �} i� 06 �pK m9 x sag 2. TOTAL DYNAMIC HEAD. 20.6 FT. _ -. p CB FN ' / 1 O0 /" GSeaa - \ 49.4 .% Date 1�ame 48" --- Cycle Volume (3.5" - 83 Gallons) _ INSPECTION NOTE. 4 _ 4 vN f, 0e O{ \ .. / 3. PUMP MUST BE CAPABLE OF PUMPING AT LEAST 50 GPM P _ Pump ON/OFF. 49.1. AGAINST A TOTAL DYNAMIC HEAD OF 20.6 FT - PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM • I - "� �- m P IN I POP COVERS. 44 <, sa . �' REVI5ed .1-14-2013: Showed the location of the GIS p N_ED., TO BE COMPLETE INCLUDING BUILDUP O ❑ _l �, \,yg , a92 FAST Blower * Vent; Ad usted Note 20• Showed z a29 ` 3F., 13 i re i � Lawn _: •.. / � d- • J • Re -circulation Line; Added Quick D15 -Con ct to v : Pump for Future Maintenance. FLOW PROFILE: ON Q I 7 COVERS TOTAL INCLUDING CAST IRON COVER FOR PUMP CHAMBER \� 'o,e �' '� P� 10545. NOT TO SCALE \ 223,00 avedD"Ve�ay }' 48,9' 88 RCe ?a Revl5ed 11/2GI201 2: Added offsets, Clarfled Grading, AdJusted Notes Electrical wcrconduit ho from blower control system to - - \ v� S P /'" 12' Dlam blowedbiower housing. - - Vent - \ oo i' - - // Bush Rev15ed 3/28/201 2: Septic De5lgn andye5t Holes Updated TOP OF FOUNDATION 24" Dlam. Cast Iron Frame and Cover Sweet AI PROPOSED BLOWER .. ,u 0'4 •' ABA + Raised to Grade use EJIW LKI ICA awn a Revised 2! 19/ I :Changes to grading and driveway location. EL -60.5 \ FOR F.A.5.T. UNIT a 52,4 51.8 4 nspectio J Pump out Ports Finats shoo be ms sited Revised 1 2/7/ 1 1 : Changes to house s e, driveway, grading and coverage. Joints m t be (OWNER TO APPROVE) " ' - waterti so they can he reache. Prop osed EL 52:2± Proposed EL -G6.5 (MAX) - \ I - o 9 ' from manhole co er. - - ` Revised 10/ 1911 1 : Add second so hern retaining wall. N 512 50 47.5 + Pro Posed EL=60:0± - Revised 10/ I I / I I : Rewsed door cations, lighting, driveway width, O Pro osed EL=GO.0_ - • . �/� ' j V" PROPOSED TEE \ °- / ' ' ' / / `6x nd ion of PVC = lantin s; walk wayconfl uration, tainin walls, and utilities. O .i. \\X, 'ik �'' 58.3-0\w� :-., :Check. it,ii \ 1901. -_. - ., -... .. ', Valvc Acce�o Chimney for Future _ : 36". Proposed 4" Sch. 40 _ - 2 TEE FOR- - (9 Min 36 Max) PVC Fire \ 522 n1 RE7`) RNL N,� 2P DIA 6550 \ h Seven Hills POUnCiation FROM PUMP CHAMBER PLAN BENCHMARK: LINE - 58.0+ 2" Delivery Line - - \ SCALE 1 "-20' Top Df Concrete Bound .-- ... 2" LAYER OF I /8" - 112" STONE Abut - EL=98.7 (Assumed datum) 81'HOPE AVENUE, WORCESTER, MA 01 G03 •7 DTs-ceau , - , i .-, \. tiny DwelLny 46.6 57.5+ ■10• Cinch 211 dia. Force Main 'i. . / ... N : 314" - 1 -1/2" STONE 57.20 56.87 ct _ ... 64 75 / - - b Gate Valve:._ SCH 80 FVG� 65.17 65.00 ,/`/ N N//�� \\ WELL 96.4 SITE ` SEWAGE DISPOSAL SYSTEM DESIGN 19 CENTERBOARD LANE, SOUTH YARMOUTH, MA 1000 GAL V - - 3/8"Bleeder / - � \ ' 56.80 1 Hoe 56.80 2" DROP i �/ L I CF Poured \ EMEND 2" DIA TEE - - 500 GAL Pitch 2" dia. Force Thrust Bloekmg 62,75 COP ' DOWN TO BOTTOM OF L 48" Main Back to the at all bend; \ FILE ' INLET TEE, OF A SPEC _ _ SEE FLOAT DETAIL Fump Chamber USE FOUR 5HOREY PRECAST r+ \ - i . LVl • 0"REILLY & ASSOCIATES., INC.. BY FAST MFG ..52.6+ - 500 GALLON LEACH CHAMBERS 6J_ PROPOSED 1D Longest Ron I WITH 4':OF STONE AROUND - r \ ; , Professional Engineering & Land Surveying Services 140+--T ISOO GALLON L,, .. 1 + 24'±"T.. END VIE // _l \ �::�„ q 6i+ 52.3_ 52.6 0 20 40 60 _ M�CROFAST 0.9 PROPOSED .. 79+. LEACHING. CHAMBER EL=56±BOTTOM OF TEST PIT#2(3/28/12) /f ��' 1000 GALLON DB4G h i{PRQ \ SCALE I"=20' 1573 Main P.O. Box 1773 8A FAST UNIT Mode1:1 MIOCROFA9T#0.9 PUMP CHAMFER Q_BOx 42.0x.12,83'x2.0 _ `. SpSX..i (508)896-6601 Office Brewster, MA 02631x (508)896-6602 Fax - Contact: John Rowland] GATE: SCALE: BY: CHECK: JOB NUMBER: J * R ENGINEERED PRODUCTS, INC.. 4110 HPRETURN PUMP H-20- --/ \ \ - CENTERVILLE,MA (508)-771-5570; BY FAST MFG - - \ 9/15/1 1 A5 Noted KEF/ mb JMO JMO 6501 _ \.. ;�:ViAJOBS\HABITAT\19 CENTERBOnRD LANE6501tDWG\6501site*sdsREV I-J4-2013.DWG g