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HomeMy WebLinkAbout0048 JOHNNY CAKE ROAD - Health 48 JOHNNY CAKE ROAD CENTERVILLE A= 210 -027 s M EAD® KEEPING YOU ORGANIZED No. 12534 2.10WR � �� �® VAMNWA GETORNMATSYFADM L-�(1 aL No. � 1 -� Fee�_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplitatlon for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair N Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �j 014NAN (144C- M Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �1© j a <'`V1LCE PAU�'A_tDiZ�CX-� AID G/C!t C.L. Installer's Name,Address,and Tel.No. ® -4t'77"99-17 Designer's Name,Address,and Tel.No. SOTS -).'13 r d 37 j C A-5-WIDE 67&7r&__V_ S_US I P.130 zrG E1UC- -j8GWMC� ltCVc� IY3 GO Cl ST A�[a4StEi��-� •,5 " UW G' .w "Am Type of Building:Dwelling No.of Bedrooms 4 Lot Size _4 Q i sq.ft. Garbage Grinder( ) Other Type of Building .R6,<tbeEQ t AA.- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) - o gpd Design flow provided gpd Plan Date_ (;)- ( LI `XCa 1$ Number of sheets ( Revision Date Title 49 TbdN"y <UL 6 Pn CE]lJ d L�CL.0 Size of Septic Tank I ,5 c3® Type of S.A.S.T) 5®® fah r� 1k,9 ' Description of Soil xtaz - C cc� Sak,'b (P ?L" 7/ Se-E' A-AAJ Nature of Repairs or Alterations(Answer when applicable) US [ o�rf&jC� ,9WS L<217-8 ` OF A r5r(2Z9 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. Sig Date �� �.4�'�C➢c Application Approved by Date A Application Disapproved by Date for the following reasons Permit No. ___hR—Zj� - Date Issued No. �A'/�f� Fee T E COMMONWEALTH OF MASSACHUSETTS Entered in computer: t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstem Construction hermit Application for a Permit to Construe( ) Repair( j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,TC)q N I{ �V_G � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel R-m o /2t'7 <1"A ' C�2 , ,HFCP64C--low AID <_A/1L LG Installer's Name Address,and Tel:No. O '°'W77—At217 Designer's Name,Address,and Tel.No. .502 'j',03-6377 l53 S-r M.4sf*Pe,6- A954 CXAIJ WAJY4F, MAAM Type of Building: DwellingNo.of Bedrooms 4 Lot Size 9 _sq.ft. Garbage Grinder( ) - Other Type of Building Ae!Q A1L;, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 41 e) gpd Design flow provided gpd Plan Date ` Xc, l iG Number of sheets `tl;. Revision Date Title 4 2 - baN"y <:fA 4t,:. CAD Size of Septic Tank f 57 GAO Type of S.A.S.T� $ (� C:vGL. ROLC Description of Soil 04 -- cd (5 sofX-p (� 9,G, 5645" ?CAA,J Nature of Repairs or Alterations(Answer when applicable) ()S QC/-(rtXJ(Sr it-. 3fg4g -o:) Wt: L'�t d3 oXb3)_ c. � �Ttf 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�th.S gnDate d?. � / �►.1+''"«�) Application Approved by / `"' Date Application Disapproved by `fV/ Date for the following reasons Permit No._�7nhq-•-_ L10 Date Issued l 176 JX.d .._...,--.-_---r-rr-c.=--s c,--- --•-----------------•----------•------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS , Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by . 0APL::& at". 42 zo14NyN y -dif(<OS -ZXZ)Ab - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. � � D a dated Installer 00661108 6 Q.1_50r /Puo Designer :TC VJG-1x (SZ;A, A)C-r #bedrooms 4 Approved design flow ,M- gpd The issuance of this permit shall not be construed as a guarantee that the syste will funotaon� 'designed. Date �✓ Inspector'`�.,,�,_ � -^�.---- " - - - - ----- ---—---.--------------------- =No. 1 17 Fee COO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(YQ Upgrade( ) Abandon( ) System located at 49 _ZJ()N 004 Cie' iYe M,,+b } 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:Cons ��cti//on must be completed within three years of the date of this permi. Date �� !�-�' ?��/ Approved by 04 19, 11:25a Capewide Enterprises 508-477-4977 p.1 Jan. J. 1UIV I1 , IIAM No. 1i?91 F. Town of Barnstable Regulatory Services z BA e� Richard V. Seaili,Interim Director ';e'j� Nblic Health Aivision T>bomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Perrnit# a61 O--4G1 Assessor's MapTareel 216 �7 Designer; _SC En. rLn cer�_, Tor,, Installer: C-getuAf- Se y Address: 2S.51 Cranbo4rr)v tic a y Address: >>3 COm m etc i a l S4rC-.e,t Fast- w�esnu+n Hr1 oz53 Np��p4e, N� o2roy9 - - On was issued a permit to instal]a (date) (installer) septic system at -YdY 047 ca lct- (gyp ad based on a design drawn by ( ddress) SG E251t eZr�Oct i dated 1),c, Zd f (designer) ' V/l certify that the septic system referenced above was installed substantial) the design, y according to which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e, greater•than 10' Iateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations, flan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construc nee with the terms of the RA approval letters (if applicable) y JDHN L G� CS CHUR It( ( n al er s S i Ire vt1. �s esigner's Slgrtatur (A rx ign s St mp ere) ]PLEASE RETURN BARriSTABLE PUBLIC HE, 1H D S lV. CE+12TI]PICATL OF C MPLIA.NCE WILL NOT BE ISSUED UNTIL HOT FOl'2M AND A BUILT CARD ARE RECEIVED BY THE HA.RNSTAB - +' PIT C iF7EALTI�I DIVTSYOS A You. QASepti4besigner Ceni fioatio n form Rev 8-1$-13.doc TOWN OF BARNSTABLE LOCATION . -1-d H NNY LAIC- P60 SEWAGE# VILLAGE C xJ 0ZViLt— ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.CAPEW(0 E CMTE j2J5r y7�_ 0 _" . SEPTIC TANK CAPACITY ( �1706 ��S L. —S HAV LEACHING FACILITY: (type)(3 35.*J �c ,�y� (size) vi+;rk 4 /*r4zg `t g it NO. OF BEDROOMS - OWNER PA-tdo-AA ForeLt-- PERMIT DATE: ("a-2-G—;to( COMPLIANCE DATE: l 3— Xc3 I q Separation Distance Between the: ; Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility MA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) AJ/A Feet FURNISHED BY .- -- Cam i f - 2 3-.-8 3 iz C Q�4 . eat .S 0 Lk Q os 311 ' ��5= 31 , I i TOWN OF BARNSTABLE LOCATION 4 9 Jo W MVY CAK R040 SEWAGE# AO 18 '40 VILLAGE C iir CRyfC(,4,c- ASSESSOR'S MrAP&PARCEL � INSTALLER'S NAME&PHONE NO.CAPeWtO6 L.Nt (�'�lTiWES/P q7T &7� SEPTIC TANK CAPACITY 1 I soo ws e ` - MAC LEACHING FACILITY: . (type)(�)$cam �LGbI�CFj�iLS (size) NO.OF BEDROOMS .. OWNER PA10 .14 FCOCL.� PERMIT DATE:J-JL-P G-ate-` l ;' COMPLIANCE DATE: t - 3 a Xd i Separation Distance Between the: Maximum Adjusted Grbundwater Table to the Bottom of Leaching Facility MA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Q Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N/A Feet FURNISHED BY CAcPCL t0C l�l►�TC���r 11 (0 38 A - Z = A-q 23.E A s Ig $ P 14 -S Q-3 : Z3.2' - o S Town. of Barnstable. P# Department of Regulatory Services a .e,warAnr�a f Public Health Division Date � MAH3 A ts.7 200 Main Street,Hyannis MA 02601 Date Scheduled Fee Pd._ Time (� , X:s Sail Suitab '1ity A` ssessment for Ste ' e Disposal ' Pcrformcd•By: �" 1� ��tQ I IM ld� EI SE - \ - C � p� � � � Witnessed By: tS �1 LOCATION&.GENERAL INI'ORMATION Location Address ��/ Owner's Name p,41lL-d� FE7)EC E • ` Address K� JdtKNdJ1E �C !� C:V�c,�� dAi?SwtQ(F ��,rfe aisEsl . Assessor's Map/Parcel ` ��� /0 oZ-7 Engineer's Name TcL C_&Q--C[J C--(VU&)C NEW CONSTRUCTION REPAIR _� Telephane# 509 a73 --0-477 I nd Use• In ., Q TZVvtt t/ Slopes(%) ' J Surface Stoncs • /////'t j�tl�G�t ►� e Distances ftnm: Open Water Body woo �� ft Possible Wet-Area ft Drinking Water Wcll -- ft Draihage Way i ft Property Line _21) ft Other ft SIKETCIIt(Street name,dimensions of lot,exact locations of test holes&pero tests,locate wetlands-In proximity to holes) I . I • I . 0 •Parent material(geologic)-- � 6A Depth to Bedrock � MS Depth to Groundwater. Standing Water In Hole: ')3 Weeping from Pit Pace j D /3 6-S Estimated Seasonal High Groundwater i Ya^ l36 ET b TION�FOR SEASONAL'IIIG11 WATER TABLE Method Used: if (' UCH 1C�i� Depth Observed standing in obs.hole: > •13 In, Depth to sell mottles: Dolith to weeping from side of obs.hole: Z.13A —[it. Groundwater Adjustment Index Well-0 Reading Data: — Index Wall IeVal Adj,•ihetar, �; Adj.Clroundwater•l eval Observation - PERCOLATION TEST Dale 22-I f Uwe_L00OLP Hole It Time at 9" Depth of Pero Time at 6" Start Pro-soak Time @ ' iiI tt'`/00"n Time End Pro-soak I I•sv"aM Rate Mlh./Inch < Site Suitability Assessment: Slto Passed SItp Failed: Additional Tearing Needed(•Y/N) A/ Original: Public Health Division Observdtion Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:1S EPTIC\PERCPORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Shcl Color Sall• Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stonef;Boulders. Consistency,%13rivel) 3G- 3a C M '�JZ Jrne1 6ravrl` �S DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Soil Color Sall Other Surface(In.) (USDA) , (Munsell) ` 'Mottlltig (Structure,Stones,Boulders. conslatmov. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, o to a DEEP OBSERVATION HOLE LOG Hole# Depth from Sail Horizon Soil Texture Sall Color soli Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Scopes;Boulders, consistency, Flood Insurance Rate Map. Above 500 year flood boundary No_ Yes , Within 500 year boundary No Yes.._,,,,,;,. • Within L00 year flood boundary No.,T Yes Depth of Nattlfallv Occurring Pervious Material Does at least four feet of naturally occurring pervious litorlal exist in all areas observed thrpughout the area for the soil absorptibn system? proposed If not,what 19 the depth of naturally occurring pervious matdrlall CertiSat10;r /g I certifythat on !0--)7 ? (date)I have passed the soil evaluator examination approved by the . . Department of Environmental Protection and that the above analysts was performed by ma cans lstent with the required trainin ,c orti nd experIenca described in 10 CMR 15.017. Signature DRth Q:\3EPTIMERC17ORM.D O C Ala O , ! Fas.. 0........... APPROVED THE COMMONWEALTH OF MASSACHUSETTS ftffl0"bC =M0tM Mont BOARD OF HEALTH TOWN OF BARNSTABLE to Applirati�it for Ui►ywml Works Tomitrurtion jJermit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal Stem �J D h C%c Q � do* ... .................. ' �1.. -------------------------...---------- ....... oc n �ddress ... ... _...... ------------------------------------------- 6...........................c .............................................................' ` 1y {` . . ------ Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---...........--.....------. Showers ( ) — Cafeteria ( ) dOth• f tures --------------------------------------------------------------------------------------------------- - W Design Flow.............. -gallons per person day. Total da ow..---...�t'`7.v- ............gallons. WSeptic Tank—Liquid capacity.l .--_-gallons Length_-- _..... Width---------------- Diameter.....--...--.-.. Depth.............. x Disposal Trench--No. .................... Width.................... .rotal Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter----------.---.----- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box �) Dosing tank ( ) 1.4 Percolation Test Results Performed by.......................................................................... Date.-------------------------------------- Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water......---............--. (74 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ w --------------------------------------------------------------------------------------------------------....... ---------------.... ----...... ----------- ------ 0 Description of Soil----------------------------------------------------------------------------------------------------------------------------------------------------------------------- W U -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- W -------------- ----.-----------...-----------------------------------------------------------------------------------...--- x ----------- r/,,, • � . .--.� ' � ................. - . 6.3 ................... ----------------------------------------ture Re airs A ns—Answer when a licable.1t .v..._--_-u . ( ...... Agreement: v The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersi ned further agrees not to place the system in operation until a Certificate of Complianc. has been iss ed b the and _f— ealth. G'a ,A' , `O Signed - .._. ............. ....V.--------------------- .......... .-------- ..---....� ..... Dare ApplicationApproved By ......... , ......................................................................:................ �.�.:-...I)........ Dace Application Disapproved for the following reasons: ...... . ............................................................................................................... .......... ............................................................. .......................................... . . . -- .......................................... .................................. Permit No. .. ..'J....... -------------------- Issued ........................ Dare r-..- "-`.-,.^'"-=•--•%--w-..cacti'�:----'�,:,'�•�.�.+::•�S.,,t�;/�.�-v..--...�-�,-•--... .-,,.-_..•-�--;,,- ".;.� THE COMMONWEALTH OF MASSACHUSETTS �1 BOARD OF HEALTH �``' i� /G- f& TOWN OF BARNSTABLE Appliratiutt for Diripuuul Works, Tomitrurtivit ramit Application is hereby made for a Permit to Construct ( ) or Repair_G an Individual Sewage Disposal System at: l Location-Address ^� ------------ ---------- O<cc cr �Ckk..c. c�c.c� ,1 MCC- 90Y �� d �. ---• -•••....•. -----•--- .. .... ... ' t Installer Address Type of Building �f Size Lot............................Sq. feet ►-1 Dwelling— No. of Bedrooms.__--__:__I_____-----------------------_---Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building -__________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) d Othej tures ............... ! Design Flow.......'__ _. . . _.....•._gallons per person r day. Total dail_flow.-__...' 1. ..%....................gallons. WSeptic Tank=Liquid capacity_� ��_gallons Length__---/........ Width....---.- Diameter---.._..._._... Depth.. ._...... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No---------------_--- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 04 •---•---••-•-----------------------•---•---•----•--•--•....---•--•••-•-......•--......_._..--------•......................................................... Description of Soil........................................................................................................................................................................ V ............ --•---------------- ------------------------ -------------------------------------- •-----------------•-------------------------------------------•-------•-•-----------•----.--•-- W U Nature o Repairs or Aterations—Answer when applicable_�_15 !. ____ .v_-_-_`I'��t�!�� ���J- :---•_ -..-..-- - ------- -- �� ---•••. Gam ....... ._...ram 1.�(=---------------------------------••-------------------------------------...-----------------.._......--------............---- Agreement: V The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complianc6 has pbeen /issued b the bb,KKaar'd�of-health. G Signed ... .....I1jj.....7--....`'.1 �C.L............................... 7 ..... / Dace Application Approved By .............. .. - .....: ............................... j.. ..-....�..(�---..9- Date Application Disapproved for the following reasons: ......... ...................................................... ............................ .................. ...................................... ....................-- .... .... .......... ............................................ -- ............................ ........................................ Permit No. ........ .—.....�...cj.' , Issued Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cfertifi ate of Compliance THIS IS TO CERTIFY, That the Individual Sewage D / Disposal Sys.tem` .constructed or Repaired by .......................................... _� c .... at ......... ..............._._............. /.�5.......-_.........17.......--------- --...---f.. .4Q n. t�...... .......................................................... has been installed in accordance with the provisions of TITLE 5 o he State Environmental Code as described in the application for Disposal Works Construction Permit No. ..... (-3...:�..-..6a_ dated ............_.................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................,--............r............. '..-- Inspector ............... ....................... ... % THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No. 73--6-vq2— FEE..... ................ Diupuual rku aniitrudTTrutit Permission is hereb ranted.. ._.__.... .1.t--a/�._.VoWd. . ........ Y g ,r* to Construct ( ) or Rep�r (/) a Individual Sewage Dis oral S item / . _ OU l Street as shown on the application for Disposal Works Construction Permit No._ .e1.2- Dated........................................... ....................... ---------- Board of Health DATE.------. 1 - ------------•------------------ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS i TOWN OF BARNSTABLE ®► rs. L .r ` LOCATION `� (��h�?�C� CCrl SEWAGE #l�3_ VILLAGE ASSESSOR'S MAP & LOT Duo INSTALLER'S NAME''& PHONE NO.&Lerb) CA -7��G�d� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) x� NO. OF BEDROOMS Ll' PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER FsVJ� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No (/' r � h �e a LI Ga11��5 lw a ' 5���- T.O.F. EL.= 50.9'± FINISH GRADE OVER D-BOX = 50.5'{ FINISH GRADE OVER CHAMBERS = 50.0' - 51 .3' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE OTI- SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6" OF F.G. 0 2" OF 1/8"TO 1/2" DOUBLE WASHED , � MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. F.G. OVER TANK EL. = 51 .0 + 5" DIA. OUTLET(S) _ STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE } DESIGN ENGINEER. P TOP OF SAS = 47.30 LACE RISERS ON ALL CHAMBERS WITH " PROPOSED 4" 9�� MIN. 4.0' MAX. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" SCH. 40 PVC 36 MAX. 46.301 SEE NOTE 23 INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE SEWER PIPE BREAKOUT EL= 46.$0 FINISHED GRADE -�, � 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6�" 3" 3" DROP MAX „ „ L=22'± ELEVATION =46.80' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A _ 2" DROP MIN 3 9 MIN.SLOPE@1% PROVIDE WATERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 13 4" PVCWERMECHANICALLY JOINTS (TYP.) F-< 14" *47.0'± SEPTICC OUT TO 0 0 0 O 0 0 C� o 0 0 O o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE ING FACILITY 0000 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN oo o o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL (SHALL VERIFY SIZE 48" VERIFY CONDITION OF \ OUTLET TEE 46.6746.50 2 o oCDCD o� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK R INSPECTION. SYSTEM IS AND CONDITION OF EXISTING TEES GAS BAFFLE CRUSHED STONE 0 0 0 0 oNOT TO BE BACK FILLED WITHOUT FIRST OBTAIINING APPROFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY VAL ROM BOARD OF HEALTH EXISTING SEPTIC AND REPLACE AS o o _ 0 00 TANK NECESSARY COMPACTED BASE I 4.0 _$ 5, (TYP) AND DESIGN ENGINEER. 5 X 4.83' I 4.0 I 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 50.00' L� OUTLET DISTRIBUTION BO TO BE INSTALLED ON A LEVEL STABLE VARIES (TYP.) ESTABLISHED ON A MAG NAIL AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 44.30' GROUND WATER ELEV= 39.30' VARIES 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,500 GALLON CONCRETE SEPTIC TANK 3 - 500 GALLON H-20 CHAMBER6 5' MIN- H-20 CHAMBER E ,4u VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW ( TO THE DESIGN ENGINEER. TYPICAL CHAMBER PROFILE "CONTRACTOR TO VERIFY EXISTING ELEVAI VUN ,,,,, SEPTIC TANK PROFILE H-10 D I v I RI B U i i O N BOX DETAIL H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SWING-TIES " - _ _ # � * - s- -_ f w. C 2 • , ') • TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM " APPROPRIATE AUTHORITY. 34 #4$ PERC NO. 15848 DESCRIPTION HC-1 HC-2 ; • �+ , 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS I , EXISTING i 1 ( I INSPECTOR: Donald Desmarais, IRSLOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, SEPTIC COVER IN (1) 12.T 19.1' 3-BEDROOM : • •• • + •� \� l� � eWiS EVALUATOR: Michael Pimentel, EIT, CSE DWELLING �. MAP 210 ' DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. • �\�� ` �✓ t C.S.E. APPROVAL DATE: Oct. 27, 1999 SEPTIC COVER OUT(2) 32.3' 35.3 \ LOT 27 • ` ) �J 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 8,491±S.F. . • • ' a I DATE: December 3, 2018 CORNER OF STONE (3) 31.T 42.8' +..ti • 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE �, •'1p► • ' 4�y „ TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE (4) 28.6' 47.2' I �O (1 �O \ sQ • • • } o I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, • ELEV TOP = 50.30 O, /,• • ' • • • 'J •O. �` Hayes FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). CORNER OF STONE (5) 19.8' 42.5' • >• ' ; ; • •: j ELEV WATER - < 39.30' • , . . • . • , E Pt - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN HC- \ ' , ( ; `' � PERC RATE - <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �- • `��'° LOCUS �,, I • '" 16. PROPOSED PROJECT IS LOCATED WITHIN: ��'- • ~' �; ' . �� DEPTH OF PERC = 36"-54" o % 4. • • •• ! ASSESSOR'S MAP 210 LOT 27 MAP 210 rye. \ `. -'' • . w.,l•:• _._. LOT 28 ® • , ,. r r- • 1 /R •• • TEXTURAL CLASS: 1 (! :•'':.. . -•,•� �.:'.' •---" i �� , OWNER OF RECORD: PAULA M. FEDELE N ^ 2) \ ' • �lF "� �. , r' �� .�^�..� ADDRESS: 48 JOHNNY CAKE ROAD 0 CENTERVILLE, MA 02632 a ti O /O e j s�'- • • • .ti,r .•"111�! • • j Fill FEMA FLOOD ZONE X R� • • • • 2' u'6,, (5 �`L' . S • • ••• R w . 6" 49.80' COMMUNITY PANEL# 25001 CO561 J MAP 210 LOT 11 O �, S 11 • ••� • • , © • • ��•; ^p �^ o �, , • • • • • i � !�, �i Sandy Loam 17. DEED REFERENCE: DEED BOOK 11480, PAGE 79 2OQ� / ,' • '•+ • .• s�j' ! • 0 1� « B 10Yr 5/6 18. PLAN REFERENCE: PLAN BOOK 126, PAGE 103 J��OJ 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 4) i �� P h l •; C?r, G� �` ""'� o w"• 36" 47.30' ohm oo >>SSO �"'O� ^o �� f,j • • •.; - -" •• o• Per,_ 20. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A �� + •• DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A •�. •^�. • 54" 45.80' F4/yyo�C`� PG \. • ► .• • BM 60 / +�� U • 1 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. <C/ G� �:oy L=39 27 • • + 1 11 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY R=25.00 �'• }ZO •• • , . r� 1 4� • ,�' C Med.-Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY '� = • (-�'- , _ eeChWQOd ,; _� _ i 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. DIMENSIONS & SWING-TIES PLAN (10& Gravel 22 OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL &Cobbles) SCALE: 1"=10' LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE SCALE: 1" - 1000' APPROVALS ARE REQUESTED FROM 310 CMR 15.211 & 15.221 (7): 132" 39.30' (1.) A 1.00' WAIVER (3.00' -4.00') FOR THE MAXIMUM COVER OVER THE SAS. (2.) A 10.0' WAIVER (20.0'- 10.0') FOR THE SETBACK FROM THE SAS TO THE FOUNDATION. FFE = 51.5'± #48 EXISTING 1,500 GALLON -- --- --- - - EXISTING / _ SEPTIC TANK TO BE DESIGN DATA TEST PIT DATA 3-BEDROOM UTILIZED IN THIS DESIGN PERC NO. 15848 LEGEND AlDWELLING / O NUMBER OF BEDROOMS (EXISTING) 3 INSPECTOR: Donald Desmarais, IRS 50xO' EXISTING SPOT GRADE BIT. DRIVEWAY TOF 50.9'± ( O 20" EVALUATOR: Michael Pimentel, EIT, CSE IZ SLEEVE SEPTIC; �\ NUMBER OF BEDROOMS (DESIGN) 4 (PER ORIGINAL PERMIT#93-692) 50 - ~'' �„e. •' \ = _- V EXISTING CONTOUR PIPE 10' EACH DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27, 1999 SIDE OF WATER j 50 PROPOSED CONTOUR LINE CROSSING TOTAL DESIGN FLOW 440 GAUDAY DATE: December 3, 2018 D O DESIGN FLOW x 200 /o = GAL/DAY \ 0 880 TEST PIT#: 2 ❑/H/W EXISTING OVERHEAD UTILITIES IV c / \ O\ ELEV TOP = 50.30 GAS - EXISTING GAS SERVICE LINE � \sue' /_ -53 `�- // USE EXISTING 1,500 GALLON SEPTIC TANK "�/S \ � •�i -4-L/} ELEV WATER = <39.30' � W W- EXISTING WATER LINE �9C,C<<c� \ /24" OAK �� I PERC RATE _ ' v� �� , \ \ �o'�ychilc\ �� O O O EXISTING 1,500 GALLON SEPTIC TANK MAP 210 o / INSTALL 3 - 500 GAL. H-20 CHAMBERS W/ STONE DEPTH OF PERC = LOT 27 C' h 8,491±S.F. I &,I' °N -� O� l SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION I ` PROPOSED H-10 .' /BUSVH\ \ / (TOTAL PERIMETER) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY Benchmark DISTRIBUTION BOX }. (TYP) v�, ��� 4 GALLEYS WITH 2' OF STONE PER (92.6') ( 2' ) ( 0.74 GPD/S.F.) = 137.0 GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE Mag Nail / \yam O� �" AS-BUILT CARD ON FILE WITH 0" 50.30' Elevation = 50.00' h \ I ❑ PROPOSED H-10 DISTRIBUTION BOX Approx. M.S.L. \ � WATERLINE / BARNSTABLE BOARD OF HEALTH Fill BOTTOM CAPACITY CATCH s �9s APPROX. / (TOTAL AREA) (0.74 GPD/S.F.) = GAUDAY 6" 49.80' PROPOSED 500 GALLON H-20 LEACHING CHAMBER BASIN P 1 O \ O��\ LOCATION / (429.8') (0.74 GPD/S.F.) = 318.1 GAUDAY �. . / Sand Loam O 50x qs / �� B Y �` 10Yr 5/6 `/O °,�,o -50 . .7 c ��� /Q�J`� TOTALS. 'V, ��� . .. £ / /0 TOTAL NUMBER OF CHAMBERS 3 36" 47.30' REV. DATE BY APP'D. DESCRIPTION -- O r(,j SOo TOTAL LEACHING AREA 615.0 SQ.FT. kk, �,9 PR UC �� �P ! TOTAL LEACHING CAPACITY 455.1 GAL-/DAY PROPOSED SEPTIC SYSTEM UPGRADE NOTES: PREPARED FOR: 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG lb _ CAPEWIDE ENTERPRISES THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 6" CHERRY / �p�' C Med.-Coarse Sand 2.5Y 6/6 Cj 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE p (10%-20% Gravel LOCATED AT LOCATION OF THE PROPOSED LEACHING SYSTEM TO PROPOSED (3) 500 GALLON H-20 4-39 / 3"/3" �/ �P &Cobbles) ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON LEACHING CHAMBERS WITH R4 2 . , ARBOR " / 48 JOHNNY CAKE ROAD THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF AGGREGATE o_ CENTERVILLE HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT / 1 INE / -PROPOSED PIPE, MA PVC VENT PIPE; -DATA. PROPOSED i EXACT LOCATION SCALE: 1 INCH = 10 FT. DATE: DECEMBER 14, 2018 INSPECTION PORT \ / �� 132" 39.30' 0 5 10 20 40 FEET 3). ENTIRE PROPERTY IS NOT LOCATED WITHIN THE LIMITS 5� O� f PER OWNER �tN of , OF A DEP APPROVED ZONE 2 BUT IS LOCATED WITHIN THE / 24 OAK ESTUARINE WATERSHEDS. / JOHN L. s,• PREPARED BY: �__U.P_518/� -J RESERVED FOR BOARD OF HEALTH USE CHURCCIHIILL JR. N JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY �/ NO. 41807 2854 CRANBERRY HIGHWAY AS A COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO SITE PLAN ,�� EAST WAREHAM, MA 02538 INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY 508.273.0377 ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. SCALE: 1" = 10' Drawn By: SJI Designed By:SJI Checked By: MCP JOB No. 4472