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HomeMy WebLinkAbout0362 HUCKINS NECK ROAD - Health 362''H6ckins Neck Road Centerville A= 233 —033 S M EAD� No.2.15SM UPC 1n4 sm*W.com • M ea In UM ...`.'E4WWPV`SfB'F7!!L•'G';o.t?er�v,:.:+n.,. r••,,•r� Town of Hamdable DILW6wlrit et or7 6nrNea _ /' t Pbllc tl►I�lvlahr >na>vr �-7�-- ;. Toe�tshllle�i,t�,,;wu►tu�►m�� Dree 6al�edutd• S,nler�n�oe r �, 2fjO9 Trm___f.: -= P N--4----- s t� SOU Suitabitigy Assessment for Sowage DUp►oea�i l cue•( C d�►e�11�2.� El-T ll C SC. W[b dd�e w �6x1ciA o e mo-t LOCA117ON DWOW&i lION LocOMAMMI 3b2 }QctCM5 Neck.-(Drat" Oww'�Na . 1•it i da y to �Yruaiee cen�cu`lie_, N A AddMU PbBox 223�Cen4et�ilie.� K�9 /ueea�oe':Y�pl'naeb 233 133 �sC E�SmeecenS;T✓�c. . 1/ a� 50£3-273 �37�• RBPAM _e. . ooau+w[ate dwlw alwr sod?-''W...1i flo�st�b WYt Awe. / ..-.1! 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Garbage Grinder( ) Other Type of Building _ S+ti Ve evy, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L4 y© gpd Design flow provided L�(p2 . gpd i Plan Date ?i' Zo Number of sheets Revision Date Title Sv C. SI s4R Jk. Size of Septic Tank_ 600 el 44 + iW Type of S.A.S. Z 6 !cam4,­9 1�f�c,4 i2.w J Description of Soilrcxv '�C +f / Nature of Repairs or Alterations(Answer when applicable) L ,n C> 05 + .0 7 lJt Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He th. Signer] Date Application Approved by Date T( O Application Disapproved by Date for the following reasons Permit No. 90z)01 3-7 3 Date Issued it—X—a No. cJ y ( -7 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compuier. ;' PUBLIC HEALTH DIVISIq? TOWN OF BARNSTABLE, MASSACHUSETTS( Yes 2ppYication for Voposal 6pstem Cons tructiony3p ermit Application for a Permit to Construct( ): Repair Y( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. t4� r ,Xo2 S rt ecG fl> Owner's Name,Address,and Tel.No. 14,'W 4 "y!-C Assessor's Map/Parcel Z3 3 33 'f� Installer's Name,Address,and Tel.No. L/7Z'­4 6 "Z-!&- Designer's Name,Address,and Tel.No. SIB—)1 3-os -Z,g���� y Type of Building: !! Dwelling No.of Bed�Joms_ Lot Size �3 Zo0- sq.ft. Garbage Grinder( ) Other Type of Building St ti ;e No.of Persons , Showers( ) Cafeteria( ) Other Fixtures )� / 3 Design Flow(min.required) ? q Q gpd Design flow provided �/o Z. 3 gpd Plan Date 2 j ZO Number of sheets Revision Date Title 3 Size of Septic Tank 1 QbQ Type of S.A.S. Z S %�,,�tle�S 1✓-esK 2�rL. � Description of Soil 4 ,4 Nature of Repairs or Alterations(Answer when applicable) �Xi ► c� I tea G A J)�rL 1 '+�t Date last inspected: Agreement: f' The undersigned agrees'to ensure the construction and maintenance of the afore described on-site sewage disposal system in ) accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea th. ;v Sign e /L Date 1 I L4. 'L4v q Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 90641 -3-7 3 t Date Issued i t- lG`f 1 a - --- - - ------ -- - ---- ------ r - - - - - _ - D THE COMMONWEALTH OF MASSACHUSETTS f U ��� ��17� �� BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE9 TIFY,that the On-site Sewa a Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by (,.. L Pot f,C! L(_ at_3 C,p 1- 1 � L, A J ee go-oni" has been constructed in accordance r with the prov7�,A1,0PjjjidR s of Title 5 and the for Disposal System Construction Permit No. Owl-573 dated I `(6Installer �y,� C) Designer 37. r .. NEN iL.cp-t #bedrooms 1 L� Approved design flow,j� gpd The issuance of this ermi shall not be construed as a guarantee that the system w 11 M''hction as designed. Date 1)h Inspector / , �,✓ / ------ -- -- --No. 3 73 ----Fee aoo — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Zisposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair V) Upgrade( ) / AbandK��, System located at (�Z IIJt,,(( A 5 AJ e-(--!1 c A �K and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction just be completed within three years of the date of this permit.. ( 6:0 Date �- 6`d Approved by '� _ 'l own of narnstaime Regulatory Services 'Thomas F. Goiler, Director DAR ME, MA86, Public Health Division �e71a 'Thomas McKean, Director 200 Main Street,Hyannis,MA,02601 Office: .508-862-4644 Fax 5U-71)0.,630,1 Installer & 12e igiler Certification Form Date; 12- C `I Desigper: J 3'�.�`� rr�ee.rt� C6 C��._. Installer: Address; ,2�b..`�Y CCCIVN!Ue.rry 04•tVlwn Address: _._ t?3ox �ct �' �ticfCk�cxm MA 6Z_538 azc�3 Can 11 t U 2`�`� � 'c�e ��'► �]��l was 1s5tled a permit t o install a (date) (Installer) septic system at. _ �.2-_ t�li)l }t(iU � , li, (�cr)c) base T-� (address) d on a design drawn by dated (designer) I Certify that the se r-Aic system referenced above was installed substantially acc:ordintl, W the design, which may include minor approved changes such as lateral relocation of thy; 'distribution box and/or septic tank.. I certify that the septic system referenced above was installed with major changes n.,c. greater than 10' lateral relocation of the SAS or any vertical relocation of any compone:I^i. of the septic system) but in accordance with State & 1­ocal Regulat;,ons. Plan revislo)i C! certified as-built by designer to follow. r cw OF Ar^s'� ller's Sign' ure) c3 -rill. C Debsi ner's Si•.-g PLEASE RETU TO BARNSTABLE P ITHLC E TH DIVISION. C:E 'I'IF C'A'I',Y,; O COMPLIANCE L NO U UN AS- BUIL D X' TIC LJ. C) Heulth/Septic/Z�es)Elner Cot'ti6cn.t)c�n r•or)n 20 'd L920 2LZ 20S DNI2A33NIDN3Of Wd tZ: 90 600Z-t'T-03a TOWN OF BARNSTABLE o LOCATION 2 Na& 2d SEWAGE# VILLAGE J�j yl,�eA LA C ASSESSOR'S MAP y&�PARCEL „�33 3 - 3 3 INSTALLER'S NAME&PHONE NO. ( uiI L`t- Z17t Wog, SEPTIC TANK CAPACITY /OO -I ZO amp /¢,11 LEACHING FACILITY:(type) (size) (�!) 3)c qQ NO.OF BEDROOMS 'y OWNER PERMIT DATE: ZOoq COMPLIANCE DATE: a ®7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY GQ,v r'o(.o C 71 a o-Ah S- 5$ y( 8 41 %Y 9 3l0 ��. 6t �3•S ?� s 62 `�•o CAL 'C T E G I A G E P E. R M I T lq- S T A L R I A E A b V! A F s R U DE R 0.4 OWNER. 'v414YTE 0 A T E P ER M IT I S S U E D DATE C 0 MPLI A NCE ISSUED �--so '!q '7-.o Nef4ta y� r �- ,S�( ---- PROVIDE PRECAST CONCRETE EXTENSION PUMP CHAMBER SHALL BE EQUIPPED WITH EXISTING RISER WITH CONCRETE COVER TO WITHIN TWO 20 INCH(MIN.)ACCESS OPENINGS WITH FINISH GRADE OVER D-BOX- 39.9'± GENERAL NOTES C.I. PIPE 6" OF F.G. OVER INLET&OUTLET COVER READILY REMOVABLE WATERTIGHT COVERS - FINISHED GRADE OVER BIODIFFUSERS = 39,5' - 39.7' OF DURABLE MATERIAL.THE ACCESS SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ------TOP OF FOUNDATION = 39.7'± COVERS SHALL BE LOCATED AT F.G. REMOVABLE WATER-TIGHT CONCRETE INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE COVER TO WITHIN 6"OF FINISHED GRADE o BOX TO WITHIN 3"OF F.G. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2"SCH. 40 4 SCHEDULE 40 PVC MIN. SLOPE 1 /o (ONE PER TRENCH) F.G. @ FND. EL.= 37.7'± F.G. OVER TANK EL.= 37.4'± F.G. OVER P.C. EL.= 36.0'± TO D-BOX 5" DIA. OUTLET(S) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD - - - - ----�- - I OF HEALTH AND THE DESIGN ENGINEER. 20"MIN.ACCESS COVER sMIN. - 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) 36"MAX. "7 9" MIN. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. _ -34.63' 2" PVC TEE 39"MIN. 36"MAX. TOP OF SAS/B.O. = 38,73 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS a"SCH. THAN ELEVATION = 38.73' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE ii 3" 3" ao PVC SAS. UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACED AT LEAST FIVE FEET FROM SLOPE 1%min. 4" PVC OUT TO S.A.S. AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. III MOTTLING o - L=18T+ T- p LEACHING FACILITY "71 1.33 16"TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. EXIST. Cl PIPE f LIQUID48' INV(out)- 33.50' EL.=32.4' ALARM ON ,� O 0.90' (TYP.) 10.75"TYP 6_ THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. LEVEL *35.5'� " PROVIDE WATERTIGHT INLET TEE UMP ON o g JOINTS (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO Lf [E [E N BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR % 29.25' _ P 38.62� --�12" MIN. 38.45' 38.30' �--37.40' (LAID FLAT) 2.875'(34.5") 5.75' INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING J 5.0' (TYP.) APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. OUTLET TEE 29.00' 6"CRUSHED STONE 22"ZABEL FILTER MODEL# 33.25 OVER MECHANICALLY (TYP.) 5'MIN. 11.50' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 42.02' ESTABLISHED ON A A1801-4x22 BAFFLE ON BOTTOM) 6"CRUSHED STONE COMPACTED BASE HYDRANT BONNET BOLT WITH A TAG ON HUCKINS NECK ROAD AND ELEVATION OVER MECHANICALLY 40.0'(TYP FOR BOTH TRENCHES) (STONELESS SYSTEM) 38.50' ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN. COMPACTED BASE 3 OUTLET DISTRIBUTION BOX 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1000 GALLON PROPOSED 1000 GALLON TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= 32.40' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE MONOLITHIC PUMP CHAMBER BASE. FIRST TWO FEET OF OUTLET AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY SEPTIC TANK PIPES TO BE LAID LEVEL. DISCREPANCIES TO THE DESIGN ENGINEER. DIMS: L=8.29' W=5.46' H=5.63' BIODIFFUSER PROFILE BIODIFFUSER END VIEW PUMP CHAMBER SHALL BE INSTALLED ON A LEVEL STABLE BASE MOLD PRECAST TANK WITH RUBBER ) 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE CROSS SECTION VIEW STRUCTURES SHALL BE MADE WATERTIGHT. EXISTING 1 ,000 GALLON SEPTIC TANK & GASKET FOR INLET AND OUTLET 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR c KNOCKOUTS. INSTALLER TO ALSO DISTRIBUTION BOX DETAIL 16 - ARC 36HC (#3616BD) BIODIFFUSERS PROP. 1 ,000 GAL. MONOLITHIC PUMP C HAM B E F USE HYDRAULIC CEMENT AT JOINTS NOT TO SCALE i DETERMINATION NAT ON FIROM APPROPRIATE AUTHORITY.OBTAIN SUCH TO ENSURE WATER TIGHTNESS. NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS "� " ' ` +`` ` '' '" ''� LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE N. �' OC DESIGN DATA �� � d TEST PIT DATA THEY SHALL BE WITHSTAND H-20 LOADING. � v` PERC NO. 12696 1 DOUBLE WASHED CRUSHED T NUMBER OF BEEROOMS 4 -� ,-. �.5 3. C US D STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DESIGN FLOW 110 GAUDAY/BEDROOM ` ' ✓} , Q �� `�,,� INSPECTOR: Donald Desmarais, R.S. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND / s APPROX. LOCATION TOTAL DESIGN F-OW 440 GAUDAY . r � r p • ` �t/ �- EVALUATOR: Michael Pimentel, E.I.T. UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF rBVW22 \\ OF EXIST. LEACHING - • LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN \ 0 880 GAL/DAY C.S.E. APPROVAL DATE: Oct. 1999 W. E. \ \ FACILITY TO BE DESIGN FLOW } 200 /o '0 Q M+ COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN bVW-19 \ ABANDONNED USE EXISTING 1000 GALLON SEPTIC TANK ! # * • • - DATE: P ACCORDANCE WITH 310 CMR 15.255(3). o � / / \ \ \ . � • �.- September 8, 2009 \ \ �� • . 0 1 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN _ �.� �3�. (t � TEST PIT#: BVW-26 BV�tU/23 - _ / �'4 \ \ �� INSTALL 16 - ARC 36HC #3616BD BIODIFFUSERS / x \`- ,r' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. -� \ ( ) ELEV TOP= 36.40' 16. PROPOSED PROJECT IS LOCATED WITHIN: Q Benchmark#2 -� `'� I / / \ \ BV�hI18 \ SYSTEM CAPACITY ' \ ELEV WATER= 32.40' O BVW-24( / / cas ` _ ) ASSESSORS MAP 233 PARCEL 33 W Nail in Tree \ j \ \ TOTAL L.F. OF BICDIFFUSERS 7.8 SF/LF 0.74 GPD/SQ.FT. GPD '+�, • / f-" , / � � ` ( )( )( ) -' ��M 'f �. PERC RATE_ < 2 min./inch Y Elev. =38.50' I / S / \ d.' L.$wis OWNER OF RECORD: HILDA S. WHYTE, TRUSTEE HILDA S. WHYTE TRUST U / I -c� (80.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 462.3 GAL. LEACHING If �.. s fir , , w Approx. M.S.L. / / I i N. * 0 =' 8i �1'1C� " " s. z / / Co S�/ \ 6 ` , "!�'% " ` •°F, 1:- DEPTH OF PERC = 32 -50 ADDRESS: P.O. BOX 223 / \ I TOTALS: I T ,�y� t' CENTERVILLE, MA 02632 Z ��, VW-25- J / / I / \ \ I �i� + r! TEXTURAL CLASS: 1 Y R / / DECK \ BVW-17 TOTAL NUMBEF OF BIODIFFUSERS: 16 7 Benchmark#1 o�� ,5� 1 / / I ti / \ I I J I TOTAL LEACHIFG AREA: 624.7 SQ.FT. ! y {y ! .[ `� :,, Shall l FEMA FLOOD ZONE C Hydrant Bonnet Bolt '`' / 511 : . ' + AS SHOWN ON COMMUNITY PANEL# 250001 0005 C = y `� �� / / o�"�� # 362 _ ,I f / / TOTAL LEACHING CAPACITY: 462.3 GALJDAY y Elev. =42.02' / �u • U • • . M 34 0" 36.40' 17. PLAN REFERENCE: M. \ / EXISTING \ I f r s� �E .• . . 41 .' w.-..r Approx. S L. \ \ M \ 1 I NOTE: VN 4-BEDROOM •"� „ •'!S a .._, • • `" Litter 1. HUCKINS NECK ROAD 1969 LAYOUT(PLAN BOOK 228, PAGE 53) \ \ - / BVW-16 36.07 2. PLAN BOOK 53, PAGE 127 6' DWELLING . M / / / EFFECTIVE LEACHNG AREA OF 7.80 SF/LF OBTAINED FROM THE ` / I 4' Loamy Sand \ s \ \ + / c� / DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL ! ♦' A 10Yr 3/1 GAS TOF = 39.7'_ / M /� / 1 " ` _.. T •• " 35.73' 18. DEED REFERENCE: b / / i / LETTER"MODIFIEC CERTIFICATION FOR GENERAL USE"ISSUED TO r 8 6A / "' "� / / / ° r ~ • : Sand Loam 1. PL. BK. 8445, PG. 233 I s ADVANCED DRAINAGE SYSTEMS, INC.ON OCTOBER 3,2003(LAST B y s+uIs 'v T'c a w-w-W / MODIFIED OCTOBER 30,2008 TRANSMITTAL NUMBER=W000052. ! 1 ""�' ."` �^ "- 1OYr 5/6 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ; ) •.. "" '.._.. _ .ts . 33.73' 32„ Perc :+- �� c��','� ( / /' ' / "r "� •i' 48 32.40' 20. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLI-. THIS PLAN IS TO BE USED ONLY \ / \ / / '` ' Gooseberry .� 1 50 32.23' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXIST- 1170C GAL. DOSING & STORAGE REQUIREMENTS ; p� �' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. SEPTIC TANK TO BE DESIGN FLOW: 440 GPD ' Standing (c� 60' ' f _ 31.40' �,� �G 5 ��� / / / I, // UTILIZED AS PART OF DOSING REQUIRED: 4 CYCLES /DAY ! 6 THIS DESIGN y, // (��� P / / / I'�'• , ' 440 GPD/4 = 110 GAUCYCLE j T' U l le/ PROPOSED CLEAN-OUT TO F.G. I w;p �- ' +•+ . Medium Sand O'<`\ <° °�� / GARAGE ' i' / BVWer j1� / TYP OF 3 ,� ,-�',., • .+ I C 2.5Y 6/6 �O ch / �i i / / ( ) DISTANCE REQU RED BETWEEN PUMP ON AND �\ 1 oiaia /' / p_ /% PUMP OFF FLOATS: iV/ � 110 GAUCYCLE / 250 GAUFT = 0.44 FT/CYCLE USGS LOCUS � � ,' .• 'i3 ,53/ / �y.1P' (USE 0.45'TO PROVIDE FOR 3 GALLONS OF BACKFLOW) - 00 IC, 11,000 `// /%OG�C STORAGE REQUIRED ABOVE WORKING LEVEL:440 GAL. SCALE: 1" = 1000' LEGEND w BVVy-12 �32/ SHALLOW POND STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL. ELEV. = 31.5'± --_ _ 120" 26.40' x50.4 EXISTING SPOT GRADE TP 2 \ / / / (TAKEN SEPTEMBER 2009) INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE - -50- -- EXISTING CONTOUR 3 4 \ //' // / 'NATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX T�ST PIT DATA 8VW-11 / / CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER 50 PROPOSED SPOT GRADE INSTRUMENTS. PERC NO. 12696 INSPECTOR Donald Desmarais, R.S. PROPOSED CONTOUR ` \ "'� TP 1 \ \ NEMA 4 JUNCTION BOX CORROSION RESISTANT HOISTING CABLE 7 x 19 STAINLESS STEEL 6.4' \ \ � & LIQUID-FIGHT CABLE CONNECTORS 1/8" DIA. / 1,760 LB. STRENGTH EVALUATOR: Michael Pimentel, E.I.T. E/T/C EXISTING UNDERGROUND UTILITIES PROP. DISTRIBUTION BOX o \ I\\ �� SUPPORTED CONNECTORS SUPPORTED BY 1-1/4" C.S.E. APPROVAL DATE: Oct. 1999 t I I _ �t-BVW-10 PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT 2" BALL VALVE w/ UNIONS SCH. 80 PVC 0/H/�J EXISTING OVERHEAD UTILITIES CABLE BOX � \ \ _ September 8, 2009 x0 \ \ \ l - GEORGE FISHER CO. MODEL NO. 560 DATE: PROPOSED 1,000 GALLON co TEST PIT#: 2 �,/ ��/ -- EXISTING WATERLINE " 2"SCH. 40 TO D-BOX PR. TOTAL 16 ARC 36HC BIODIFFUSERS s�024., 1� \ S� I I MONOLITHIC PUMP CHAMBER r - NCO 3 ELEV TOP= 36.40' GAS - EXISTING GASLINE 8 BIODIFFUSERS EACH TRENCH \ - - o I ( ) o /Z � B�/V� 9 M � - ELEV WATER= 32.40' ALARM ON MOLD PRECAST TANK WITH RUBBER TEST PIT LOCATION \ \ \ �, LIQUID GASKET FOR INLET AND OUTLET PERC RATE= PROPOSED IMPERVIOUS 40 MIL. \o - 36� i I �'' LEVEL uMP ON o KNOCKOUTS. INSTALLER TO ALSO USE O 4, EXISTING 1000 GALLON SEPTIC TANK GEOMEMBRANE LINER 4 K I PUMP HYDRAULIC CEMENT AT JOINTS TO ENSURE c.� DEPTH OF PERC = 1 �B 8 0 WATER TIGHTNESS. I t TEXTURAL CLASS: 1 O O PROPOSED 1000 GALLON PUMP CHAMBER PROPOSED INSPECTION PORT WITH o 100.4' l 1 I �_ / I w "SCH. 40 TEE w/CLEAN-OUT CAP ACCESS BOX TO GRADE (TYP OF 2) ,ti co wA (2)WIDE ANGLE CONTROL FLOATS _ PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE i I (BARNES 073618) o � 2" BALL CHECK VALVE SCH. 80 PVC 100 1: PUMP ON/OFF 120 ACTIVATION P.S.I. FLOWMATIC MODEL No. 208S 0" - 36.40' PROPOSED 2" SOLID SCHEDULE 40 PVC FORCE MAIN REMOVE ALL UNSUITABLE MATERIAL "' \ \ / 2: ,4LARM ACTIVATION'---- 1/4"WEEP HOLE IN DISCHARGE PIPE Litter DOWN TO C SOIL AND REPLACE °D MAP 23� VW 36.07' 0 PROPOSED DISTRIBUTION BOX WITH CLEAN COARSE SAND ` BORDERING VEGETATIVE WETLAND FLAGGED 2" SCH. 40 PVC DISCHARGE PIPE A 4., Loamy Sand / TANK TO BE WATERTIGHT CERTIFIED BY 10Yr 3/1 PARCEL 33 I / BY SABATIA, INC. (SEPTEMBER 2009) * MANUFACTURER (ACME PRECAST OR BARNES SE411 PUMP, 0.4 H.P., 115 V 1750 8° 35.73' 43,200 SF± �.,� � Sandy Loam ARROVED EQUAL). RPM, 2" DISCHARGE PASSING 1-1/2"SOLIDS B REV. DATE BY APP'D. DESCRIPTION \ I ' / / .-� 10Yr 5/6 _ (IMP. DIA. 4.25")OR EQUAL 32" '�, 33.73' - _ - / / Bvw-6 _ Perc fV;c�ttiuiy +a PROPOSED SEPTIC SYSTEM UPGRADE \ 50" 32.23' PREPARED FOR: �� �'� \ `�\ PROPOSED 1 ,000 GALLON MONOLITHIC PUMP CHAMBER Standing P60" 31.40' CAPEWIDE ENTERPRISES LOCATED AT RESERVED FOR ��� BUOYANCY CALCULATIONS BOARD OF HEALTH USE C Medium 25Y6/6nd 362 HUCKINS NECK ROAD °O CENTERVILLE, MA 02632 PROPOSED 1,000 GALLON H-10 MONOLITHIC PUMP CHAMBER: So 0 \ o \\ HIGH GRCUNDWATER EL.=32.40' - �Q \\y a�5^`I`I TOP OF PUMP CHAMBER EL. =34.63' SCALE: 1 INCH 20 FT. DATE: SEPTEMBER 25, 2009 BOTTOM OF PUMP CHAMBER EL. =29.00' SNOF 0 10 20 40 80 FEET WATER DISPLACED= (32.40'-29.00')x 5.46'x 8.29' = 154 C.F. �'`� 's _ s WEIGHT CF DISPLACED WATER= 154 C.F. x 62.4 LB/C.F. =9,610 LBS. �' JUR L. ` PREPARED BY: 120" 26.40' U c+�uR HILL \ WEIGHT CIF H-10 1000 GAL. PUMP CHAMBER =8,400 LBS. `° JC ENGINEERING, INC. \ \ SOIL COVER= (36.0'-34.63')x 5.46' x 8.29' =62 C.F. N 2854 CRANBERRY HIGHWAY WEIGHT CF SOIL ABOVE CHAMBER=62 C.F. x 120 LB/C.F. = 7,440 LBS. \ \ 8,400+7,4/0=15,840 LBS. > 9,610 LBS.; THEREFORE ACCEPTABLE EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1" =20' ' j Drawn By: BSM Designed By:MCP Checked By: JLC JOB No.1679