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HomeMy WebLinkAbout0139 HILLSIDE DRIVE - Health 139 HILLSIDE DRIVE Centerville A= 193 -017 S M EAD® KEEPING YOU ORGANIZED No. 12M 2-15MOR 0=0 WLM c. 8s vmuffisumm® WMNM4 QUOROMMATSUEAMI TOWN OF BARNSTABLE LOCATION k39 PILL3(0�L k1V� SEWAGE# °tO(�- �.� VILLAGE C G lU i Ct�Y[CLC ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&.PHONE NO.CAd6Wi0s 64 TsilU6&S/�C0-7- 7 SEPTIC TANK CAPACITY �'Sop QmAL-Lpbj5: I LEACHING FACILITY:(type)(al)Sea G A,/— C ,g�(size) (�oT X 15 NO.OF BEDROOMS OWNER— P)FtpG c-y PERMIT DATE: I —I(o-;LQ J!J COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) A Feet Edge of Wetland and Leaching Facility(If any.wetlands exist within [ 300 feet of leachin acility) I ' Feet FURNISHED BY i i ( A 3 - A o o A.5 . 52.E 37.2 45.9 6 ---5 y ,. SNSP-TDRi No. I�i Fee tale' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (< PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applitation for disposal bpstem ConstCULtion Permit Application fora Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3c( (�,(,�( I�g Owner's Name,Address,and Tel.No. �'Ion G.l.C B-VC" C2OW4S7 .L. Assessor's Map/Parcel �9 0 i 141 cLst na.. Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �_�`17�..� (� Apfswi c 6W7&K1,4USM(� :L j - Type of Building: kiW 3 P6&-rime-S Dwelling No.of Bedrooms Lot Size is, 5700 t sq.ft. Garbage Grinder( ) Other Type of Building R $��(—�} ,C_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures /, Design Flow(min.required) a�© gpd Design flow provided 3qg t q gpd Plan Date I Z ., i 4°->©! Number,of sheets Revision Date Title Size of Septic Tank /57&6 Type of S.A.S�_ ) Description of Soil EW9 —CP Nature of Repairs or Alterations(Answer when applicable) 370517J-(,.(_ A_7 6Le, 1500 (' po(,C_Le) J 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 Health. Signed Date _ Application Approved by� Date Application DisapproveZbyl Date for the following reason Permit No. Zt)yA :✓ c&i Date Issued .�, r.. �.� `,.s, - Y: - '-'�•'t. '�' _ j �"j S „f u't,wr--�ro•�5.,�_ w,- � ;�'n+. "--..;s .«, s.¢?kf:^C.., fj. , No. Z� �/ *! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC,HEALTH DIVISION ' TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plication for Mtsposai *pstem �onstCUctIOTC erIttlt Application for a Permit to`Construct( ) Repair iJpgr e( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No: t2�,q fr(.�S( ' nT2 Owner's Name,!Address,and"Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. $(,$ `T7-BB-ar 7 Designer's Name,Address,and Tel.No. dAPG 10G Qtsm(Pao �L �A.r...lltl Fl]21 n1 Ge sty$-?Z3-43 7 7 Type of Building: - Dwelling No.of Bedrooms ',� Lot Size (��� � sq.ft. Garbage Grinder( ) Other Type of Building Qom'jDK_2X"gC_L_-. No.of Persons Showers( ) Cafeteria( ) a Other Fixtures Design Flow(min.required) gpd Design flow provided C��e 14Z gpd .. Plan Date Number of sheets ' Revision Date Title Size of Septic Tank /ne') G_4".4A f S Type of S.A..,'aN Description of Soil / —GQ� $ t53�—� Nature of Repairs or Alterations(Answer when applicable) :rNS� A-i t9e ) / « p p 67?L Lam ) Sip-z`-r, nave rJ) n-44MC T20-11) -4 ��- --- r e- 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 Health. Signed _ Date ;ram Application Approved by j / Date Application Disapproved b / Date 3 for the following reaso J Permit No. /41 v (1S Date Issued sit� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 1 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( )F Repaired( (). Upgraded( ) Abandoned )by at g 14tz.kSlU67 -OR ft,1tj1LC.&r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoZ4 M P P Y / dated T�+� ►19 Installer (!AaEjj 11 n Designer rl4A6L9 _ #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system wikhfunction asd'es ed. Date �/ Inspector _ ------------ No. 4-U ©�Cl s Feed �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS wr Veposar 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair(A) Upgrade( Abandon( ) System located at � 9JG�S'l7a !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. 9 Provided:Construction must be completed within three years of the date of this permit. Date Approved by _ —� x Mar. 25. 2019 9; 19AM No, 3079 P. 1 Town of Barnstable Regulatory Services Richard V. Seali,Interim Director t a►atv8r�>31L>3, % 36 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Pax: 508-790-6304 Installer & Designer Certification Form Date: �'25 i _ Sewage Permit# 2019— 01-9 Assessor's Map\Parcel 3 Designer, SG Eewocecln� a'ToC. Installer. Gaecwi'k &,i+4.rPrlse_.S Address: 265 N Ccel ib4rcy Ri.Ahwcv Address: 1.53 Co mm"Ct Q I 54fe.�,� Cask W"66am, HA oz.53 $ Mcislgee, H� 62Ioyg On E-0' re(tseS was issued a permit to install a (date) (installer) septic system at (3 Side_ p five based on a design drawn by (address) G Etlgirl 0 G, dated (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, 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. T certify that the septic system referenced above was installed With major changes (i.e, greater than 10' lateral,relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan 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 nce with the terns of the AA approval letters (if applicable) JOHN L Gs� I CNUR ILA JR. VIL. (In r' Si at N .41 r �8 esigner's Si t re) (Affix igne s St mp here) P ASE RET TO BARNSTABLE PUBLIC HEA D IS N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT11 MS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUHMC HEALTH DIVISION. THAn YOU. Q;1Scptic\Designer Certification Form Rev I-14-13.doe Town of Barnstable P# /(50 1�(a ' Department of Regulatory Services 4 rumr,eruor�a Public Health Division Date f� �p id5q�- 200 Main Street,Hyannis MA 02601 . Date Scheduled ! Time / Fee Pd. lktia — SozZ Surtabz zty Assessment for e Disposaz Porformad.By:./'1►C��tel ► IrnQ{� rTJ f-� WihtassedBy: LOCATION&.GENERAL INFORMATION Location Addtess (�� .C ��15 �� tom/ .�fl t3� wneen Name VELL.Y 0i�dty C.t�C L C.. Address' i3q 141L[.5(aC.O� C.'vfci� Assessor's Map/Parcel: ` 19 31017 Engineer's Name TC- C'NGr.rj4E6R(a,yC, 1CrC NEW CONSTRUCTION REPAIR _ Teellaphonelt 01?-213 ,—03,.1-7 Land Uso•_�Slide 'Fa1 � Y Slopes(96) ��� �J% Surface Stones A) LA A Distancesftnm: Open Water Body � � ft PossibleWct•Arca L'--- ft Drinking Water Well -_-ft Dralhagc Way r ft Property Line /—Oft- Other 1r SI +"ITCH[(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands-in proximity to holes) PCB , I Parent material(geologic) ou �s� Depth to Bedmak J I D 'JG- u p(�,c Depth to Oroundwater. Standing Water In Hole: ?�3� J�J Weeping from Pit NO& A Estimated Seasonal High Oroundwatcr -7� 265 TE AN FOR SEASONAL•I3IG11 WATER TABLE Method Used: I f PC e rVa Depth Observed standing in obs.hole: In. Depth to loll mottles: DelIth to weeping from side of obi.hole: > Orduadwater Adjuilmont , Index Well-b - Reading bato: — Index Well level _ Arj,-fhetbr � Adj.Groundwator••Levol.:- PERCOLATION TEST Duta 1 -?Da8 Uwe G Observation t Hole 1f l+ Tim At 9" 1 i:154m Depth of Pero J b# Time 4t 6" Start Pra-soak Time @ Tim(9,141) End Pro-soak I I/e I o oM Rate Min./Inch Site Suitability Assessment Sltb Passed V Sltp Palled: Additional Testing Needed(•Y/N) Original: Public Health Division Observtttion 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:ISEPTICIPERCPORM.DOC DEEP.OBSERVATION HOLE LOG Hole# , Depth from Solt Horizon Soil Texture Shcl Color Soil. Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stoned;Boulders. o islsten y.%'(Iravel) A � L&,r*liv 10yr DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sail Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sl en r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Sol]Horizon Soil Texture Soil Color soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders. consistency Flood Insurance Rate Map:. ,, / Above 500 year flood boundary No— Yes :"__ Within 500 year boundary Nov' Yes Within 100 year flood boundary No,� Yes Death of Natutally Occurring Pervious Materlgl Does at least four feet of naturally occurring pervious mtitorlal exist in al l areas observed thrpughout the area proposed for the soil absorption system? `a5 If not,what is the depth of naturally occurring pervious material? Certification 1 I certify that on )C)-a7 627(date)I havepassed the soil evaluator examination approved by the Department of Environmental Pr Action and that the above analysis was performed by me consistent with . the required trainin ,exp ruse experience described in 10 CMR 15.017. U Signature Datb Q;NSBPTIC R1kCPORM.DOC TOP OF FOUNDATION = 59.8'± RISER WITH SECURE CAST FINISH GRADE OVER D-BOX= 59.G�± FINISH GRADE OVER CHAMBERS = 59.0' - 61 .0' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES IRON FRAME & COVER TO F.G. H-20 RISER WITH WATERTIGHT SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED PROVIDE H-20 CONCRETE FRAME AND COVER TO GRADE STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE 20"MIN.ACCESS , 4" SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OVER TANK EL.= 59,4 ♦ MIN SLOPE 1% N OF G OT XT DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. COVER(3 TYP.) - (SEE GEN. NOTE#20)@ FOUNDATION = 59.0 ± IFS' DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 9" MIN. f 36" MAX. „� I TOP OF SAS - 57,00� PLACE H-20 RISERS ON DESIGN ENGINEER. PROP. SCH. 40 9 MIN. - ALL CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PROP. SCH. 40 36" MAX. 56.00' SEE NOTE 23 INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. PVC SEWER BREAKOUT EL = 56.50 FINISHED GRADE 2" DROP MIN. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6„ 3� 3„ 9 MIN.SLOPE@ 1% 3" DROP MAX. L=9'± o o ELEVATION = 56.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE @ 1% PROVIDE WATERTIGHT o ��JOINTS (TYP.) o ooR,o 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF *57.50' 13 14" if SEPTICPVC TANKOM4" PVC OUT TO 0 0 O 0 0 0 0 0 0 0 � � O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 57.00 C), LEACHING FACILITY oCD 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. :> o o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 57.25' 48" LIQUID LEVEL OUTLET TEE 56.40 Mk 6 56.23 2 0 00 0� o, 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE 0O o o oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS LINE UP ALL GAS BAFFLE OVER MECHANICALLY o0 0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.1' OFFSET No TEES DIRECTLY COMPACTED BASE - AND DESIGN ENGINEER. TO GARAGE UNDER COVER 4.0' 8 5 TYP -I P_� . 4.0' 4.0 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX , ( ) 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00, OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE CORNER OF A STEP AS SHOWN ON PLAN. C C C C C COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 54.00, GROUND WATER ELEV= < 49.00' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON H-20 CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 12.83 THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT Dimensions per ACME Shorey) 2 - 500 GALLON H-20 CHAMBERS S MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CONTRAC �� � �� DEPTH 6'-0" ( � CROSS SECTION VIEW TO THE DESIGN ENGINEER. LENGTH 11 -0 (W�IDTH`f TYPICAL CHAMBER PROFILE PPNGAND TEXIT HOUSE AR TO T THIS IELEVATION STING ER bC.I-1 I IC TAIVIK I�K01-1L H-20 DISTRIBU DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. AND LOCATION AS SHOWN ON PLAN BELOW. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: ,.- -^ � ' --� --' r'r TEST PIT ,DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM r .i ;� �r - APPROPRIATE AUTHORITY. r'`4 fr- =;�_ �,� �-,� o t •..r r�. PERC N O. 15846 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE Sg ° �, c �" 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 9 % •I( ) 'r C% , INSPECTOR: Donald Desmarais, RS TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. S�'SO•, Q' / ;%`r_ Q V$ e • LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, EVALUATOR: Michael Pimentel, EIT, CSE DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE C.S.E. APPROVAL DATE: Oct. 27, 1999 LOCATION OF THE PROPOSED LEACHING SYSTEM TO ENSURE MAP 193 - •-, 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. LOT 16 \\ - ,� DATE: December 10, 2018 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS o '�--�'- , t ~ _-�` TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ARE NOT CONSISTENT WITH TEST PIT DATA. o - ` - -1- - ; Y _� 'p _ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV TOP 60.00 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). oN _, , J _ �- 1' 3). ENTIRE PROPERTY IS LOCATED WITHIN THE LIMITS OF A o ,� O I © ELEV WATER= <49.00' DEP APPROVED ZONE 2, THE ESTUARINE WATERSHEDS, AND 2 _ Z = ' 7a 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT. m j f- '�""� • �-J PERC RATE - < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. / -- ° •• - '� 16. PROPOSED PROJECT IS LOCATED WITHIN: PROPOSED 4 PVC VENT PIPE; f DEPTH OF PERC = 36" -54' 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS � '� �` 1� � ASSESSOR'S MAP 193 LOT 17 A COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY EXACT LOCATION PER OWNER v ., '�r _ _ r /- \ \ I/ -- ublic TEXTURAL CLASS: 1 SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO / \ \ \ -� �-' r F Laming OWNER OF RECORD: BEVERLY M. CROWELL INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY co �. ;k ADDRESS: 139 HILLSIDE DRIVE ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. d ko PROPOSED -, \ \ \ � • _ CENTERVILLE, MA 02632 co / "-- - -� _ 0 60.00 HAYBALES \ �� ' ' \ ,.-• , o . LOCUS I A/E Loamy Sand 57.3 4 1 /� � I j 10Yr 3/2 FEMA FLOOD ZONE X \ \ �q ! 1 .` 1 ►\ 6 59.50' COMMUNITY PANEL# 25001 C0561 J �' I 17. DEED REFERENCE: DEED BOOK 27213, PAGE 297 � - I Loamy Sand • S o ti.,- ' • • B 10Yr 5/8 ` 18. PLAN REFERENCE: PLAN BOOK 182, PAGE 25 �� TP 1 iF ) r 1 1 . I 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. V PROPOSED TWO (2) 500 GALLON I I ��R . `� 36" 57.00 ' 60z0 4) H-20 LEACHING CHAMBERS W/ S2 I t • �� . , ' �` j Perc 20. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A SURROUNDING AGGREGATE I I �. '!� i. ----- t�. L�'- 54" 55.50' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A PROPOSED k \ I (. • A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. INSPECTION / ' `scp `SG . ,) ' • PORT / �C f SAS I I I %` ' , !, �\ 34 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 2 : \ I • Fine-Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I I o Q. _-_ - ' •+ _ __` __ * ___ ___ •__ ___ •_ _ _ C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. �PROPOSED H 20 I I I / N 60 DISTRIBUTION BOX I I I 122. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL N ) I I I REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. O I / PROPOSED 1 500 GALLON I I LOCUS PLAN a / I I H-20 SEPTIC TANK I I I 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE C ' 2) I I SCALE: 1" - 1000' APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): m I GC / / I I I I 132" 49.00' (1.) A 1.00'WAIVER (3.00' -4.00') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. (6 U.P. #573/3 I / rn ��'� �28:.. . ::.. ; 3): _ TEST PIT DATA DESIGN DATA LEGEND C, QiHi GARAGE � I PERC NO 15846 (SLAB) / 1 INSPECTOR: Donald Desmarais, RS 50xO' EXISTING SPOT GRADE 6, B)T. DRIVEN/!�Y. / / o / I I NUMBER OF BEDROOMS (EXISTING) 2 EVALUATOR: Michael Pimentel, EIT, CSE 50 -- EXISTING CONTOUR r'0 iV o ! NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) '0 o / / C.S.E. APPROVAL DATE: Oct. 27, 1999 / ` / I DESIGN FLOW 110 GAL/DAY/BEDROOM �50 PROPOSED CONTOUR Q�HYI✓ I ` N ^ ; ` DATE: December 10, 2018 0��� k / / TOTAL DESIGN FLOW 220 GAUDAY TEST PIT#: 2 EXISTING OVERHEAD UTILITIES Q / WAl.. RLINE _ Q��uAFPROX:. �H/�✓ C / / / DESIGN FLOW x 200 % = 440 GAL/DAY ELEV TOP = 60.00' w W- EXISTING WATER LINE 700 i / / / USE PROPOSED 1,500 GALLON H-20 SEPTIC TANK ELEV WATER = <49.00' o / 4 16"/20""OAKS ro`�' / �� 773 s��pe / / PORTION OF / TEST PIT LOCATION co rd� / I STO� / SHOOTFLYING / PERC RATE _ PROPOSED 1,500 GALLON H-20 SEPTIC TANK LIJ / I #139 HILL ROAD / DEPTH OF PERC = 0 0 Coco / ` ' I TEXTURAL CLASS: 1 I EXISTING �� / / INSTALL 2 - 500 GAL. H-20 CHAMBERS w/ AGGREGATE -- PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE / 2-BEDROOM ' ' , DWELLING SIDEWALL CAPACITY� I / ❑ PROPOSED H-20 DISTRIBUTION BOX �Q FFE = 60.6'± ' / co ' I / / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY i 0" 60.00' (25.0' + 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/S.F.) =112.0 GAUDAY A/E Loamy Sand Q PROPOSED 500 GALLON H-20 LEACHING CHAMBER / / ? CP 10Yr 3/2 I Benchmark 6 59.50 18"bAK �, Corner of Step / / BOTTOM CAPACITY - ¢ Elevation =60.00' / I EXISTING CESSPOOLS ' / / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY Loamy Sand Approx. M.S.L. I (APPROX. LOCATIONS) l (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY B 10Yr 5/8 Cc I ' TO BE PUMPED, FILLED ' rt WITH CLEAN COARSE 16" OAK r ' / TOF = 59.8'± 1 / SAND, AND ABANDONED TOTALS: 36" 57.00' REV. DATE BY APP'D. DESCRIPTION 2 PROPOSED SEPTIC SYSTEM UPGRADE / ' CID ) / � / D`L � TOTAL NUMBER OF CHAMBERS od MAP 193 ' TOTAL LEACHING AREA 472.2 SQ_FT. � c�, LOT 17 / f PREPARED FOR: / 15,500± S.F. / / / / o° / �o / TOTAL LEACHING CAPACITY 349.4 GAL./DAY CAPEWIDE ENTERPRISES C Fine-Coarse Sand MAP 193 / J / / / % / / / / QO�'� 2 5Y 6 6 LOCATED AT SWING-TIES LOT57 N6 ° 6 / / / MAP/1193 / / �� 139 HILLSIDE DRIVE r J / sOO,� S / / / / LgT2 / / CENTERVILLE, MA DESCRIPTION HC GC I 000, � � / / � SCALE: 1 INCH = 10 FT. DATE: DECEMBER 14, 2018 OF % 0 5 10 20 40 FEET SEPTIC COVER IN (1) 16.4' 22.6' J �l � / � �5� / / / / � � � / 132" 49.00' H % SEPTIC COVER OUT(2) 22.0' 15.3' `/ JOHN L. ���, PREPARED BY: CORNER OF STONE (3) 20.3' 29.1' / / j / / RESERVED FOR BOARD OF HEALTH USE CHU CHILL JR. N JC ENGINEERING, INC. CIMCORNER OF STONE (4) 42.0' 29.1' /5® OO / , / / NO. 41807 2854 CRANBERRY HIGHWAY CORNER OF STONE (5) 47.9' 41.0' SITE PLAN -� �� % �� ,�� EAST WAREHAM, MA 02538 508.273.0377 CORNER OF STONE (6) 30.T 41.1' SCALE: 1"= 10' / /� / e Drawn By: SJI Designed By:SJI Checked By: MCP JOB No. 4469