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HomeMy WebLinkAbout0093 NOBADEER ROAD - Health 93 Nobadeer Road R Centerville A = 250 - 145 I SMEAD No.2453LOR UPC 12534 emeadaom • Made In USA ANNrp jOF1li MNIMMOtam � vao MIVJWSFVWAXWAM.= rTOWN OPBARNSTABLE LOCATION u ����® R r�b ' SEWAGE# a0 1 q-Q 9-)- VILLAGE ASSESSOR'S MAP&PARCEL v Ivsv qs r y�.-� INSTALLER'S N�I e&e P IVNO.o C�}i�Ew-'I D e C-N+r=1ZPt.i.s'-S t-LC , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 12 Z' NO.OF BEDROOMS OWNER ®tea v�ry�1 oiv t PERMIT DATE: OL 5 — 01 COMPLIANCE DATE: 3 /l Separation Distance Between the: plo(vnauND wArif Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility &ncuonf t AJ`D%3 or Feet . Private Water Supply Well and Leaching Facility(If any wells exist on ` site or within 200 feet of leaching facility) /v Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 1;Q q-5 =5�° TOWN OF BARNSTABLE LOCATION �I lecIp SEWAGE# VILLAG J ASSESSOR'S MAP&PARCEL a,�O / S� QQ INSTALLERS NAME&PHONE NO. Al 0 cuD % SEPTIC TANK CAPACITY ff Q7tyc�� LEACHING FACILITY:(type) NO. OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 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 No. ( Fee ( ✓o c �� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: %—/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Migogal *pgtem Comaructfon Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. R 3 u0 M DeG?- R-D Owner's Name,Address,and Tel.No. ""t(. LOUT$ G jC)V4►UNO);1C Assessor's Map/Parcel a 5o C(2 No —�, Installer's Name,Address,and Tel.No. 5'0 g-Y 77—!F>!V7 Designer's Name,Address and Tel.No. �dg'�' , jv-0-3 T-7 04067.00G &J7215kkKES G-<-- _ Type of Building: `� Dwelling No.of Bedrooms 3Lot Size ��,(o`C5 ± sq. ft. Garbage Grinder ( ) Other Type of Building tbi) h qk No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 c-,) gpd Design flow provided .3494 gpd Plan Date Number of sheets Revision Date Title q'3 IV® Size of Septic Tank 110®( Gjg.c.C.00 Type of S.A.S. (A) sOp 6AL 1,61464(krk a44"WS Description of Soil M EMS 7-n C cJR So o b (0- ;5(s5 PC.IW Nature of Repairs or Alterations(Answer when applicable) US F-7 �Xf S7fuGc `.000 6oC&LLbu SCST1:,7rjt�� 1Z) NC2 .) H- P-0 p °-bc�X 7ts Soo ey�CLOx� F+-a® (0C3C u) cam( 46x62E 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 Disapproved by: Date for the following reasons Permit No. o`(�r Date Issued j ( U— t a, � No. i ' Fee UV c lul THE COMMONWEALTHOF MASSACHUSETTS Entered in computer: Yes / PUBLIC HEALTH DIVISION - TOWN OF .BARNSTABLE, MASSACHUSETTS 2pprication for DigogaY *p.5tem Construction Permit 4. Application for a Permit to Construct( ) ( Upgrade Repair ! U p ( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 3 AJ0 EG—> R-D Owner's Name,Address,and Tel.No. "RYILu5 L-OU15 CiIOY�}IJNOI<JC Assessor's Map/Parcel ;k5oht5 '� 3 AJ0 f' Installer's Name,Address,and Tel.No. 50 9-Y 77"0�;Tl Designer's Name,Address and Tel.No. 5'Ug'a7 3"O-37 040c ( aC" E1JTiRFAXiS 5 G C,G Zc C'*Q GC I�Y, �=K)lr— l5 Co VIWEXCI&L ST- M 404 Pt� dZ 4- (wit4 Type of Building: Dwelling No. of Bedrooms 3 Lot Size 1 00, 45 ± sq. ft. Garbage Grinder ( ) Other Type of Building R IDIn6M At- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 4ci L- gpd Plan Date Number of sheets Revision Date Title R3 ND?,AbD, Rotev�L.L� Size of Septic Tank ( 1 D 0 D 614-Lt-OIJ Type of S.A.S. (;L) 5-00 Fw4-L LQ4 I G( Jq-k(j ,j r Description of Soil M E7 7?) C QA IZSZ SA of b CO- 54'r 6 C75 P444j J Nature of Repairs or Alterations(Answer when applicable) U SF_ i bop -4LLL.C&j S;EPTl :.-'NNM,Ji� Tb Nng) H- ;L0 D -boK�(A) Sac' !a6cLoxj Han La"wcx ( Nap cgg, - (p) un ( 14' d i= A-6,QQ G- ��u j�fZc�c x��rIVC - 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 -a1-5 .. Application Approved by L - Date i Application Disapproved by: Date ' for the following reasons Permit No. (, U � �, Date Issued - - — - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( `V Upgraded ( ) Abandoned( )by 0 0 0 ELk>(pfn- 97J763?kk�� LL-r-- at 9?) N op,,4z _Rem-)`r(9 z y IL L A 5-�' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer (2AQE1Ub Z��A.Q-7T t-L<­ Designer ZC6E�J(&[ (k)G --A� #bedrooms 3 Approved desig flow �/ gpd The issuance of this permit s,all of be construed as a guarantee that the system i 1 ultion as desig A 4, 1,zl 'Leo Date t Inspector AV - Cl/ �- No. ;m(4 — IJ.U-. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi,5po0al A*p5tem Con5truction Permit Permission is hereby granted to Construct ( ) Repair ( k) Upgrade ( ) Abandon ( ) System located at q �Q � U G,fiZf12�G�L1 ' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date �j"' ,Z�j 1 "1 Approved by L r i U 1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director BANNSTABL% Public Health Division '9. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-46444 Fax: 508.790-6304 Date: 1 Sewage Permit# I`'�'d Assessor's Map/Parcel 250 I y5H 0 0 ^`I Installer & Designer Certification Form 19`5 i 0 Designer: ee,can, , -To c Installer: Address: 2V 3 y Address: 1 53 Co,noie;4,•a( Stree;•{ Eo,A wcro\rt&m !jA 02,536 02.G`1 ,c8 2�303'77 On 3 was issued a permit to install a (date) (installer) septic system at 9 3 N o 1Aocleer ( oJ based on a design drawn by (address) C rn���nec•ct n5 T.nG_ dated V{orcU 2 Z, 26(y (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. Stripout (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' 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. Stripout(if required) ected and the soils were found satisfactory.,,,, JOHNLCHURCHILL (!ns ler's Sign 2 a n4L eo Signature (A ix De gn Here) Plesigner's E RET ,N TO ARNSTABLE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTEL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTAB E PUBLIC HEALTH DIVISION. THANK YOU. gaoffice forms\designercertification rorm.doe Town of Barnstable P 0 , Departiment of Regulatory Services &ARNSTABMi Public Health Division Date rFD MXl�1� 200 Main Street,Hyannis MA 02601 Date Scheduled 1q, Time //7 Fee Pd, A00 Soil Suitability Assessment for S w et" ) Performed By: HlbyiGtA l f MGM) f,( e�-I t G�C Witnessed By: LOCATION& GENERAL INFORMATION Location Address AA Owner's Name L O U I S Q I QAddress 93 NOL3A'b� \/ICiCJ�Assessor's Map/Parcel: vPSd 45 c,p Engineer's Name C' �Ew I(� a�a NEW CONSTRUCTION REPAIR _ Telephone# :TC L v15t'neetti7 5 ,506-273-6377 Land Use"_ .941,51e- Orntly Atualli nS Slopes(%) `- 2— Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 710 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Sze ci f cad e I aA o � NO s Parent material(geologic) ©Utwa sl Depth to Bedrock Depth to Groundwater. Standing Water in Hole: _ Weeping from Pit Face Estimated Seasonal High Groundwater 7 i 2 �05 S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: tJiCe-Cf Otn5e(VaW04 Depth Observed standing in obs.hole: t 3 2. in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. _.. Index Well# Reading Date: Index Well level Adj.factor -- Adj.Groundwater Level PERCOLATION TEST unto -/?/y Thne L0_'/=anti Observation Hole# f! Time at 9" Depth of Pere ? 72 4 Time at 6" _ Start Pre-soak Time @ /o' y'Sa`n Time(9"-6") " End Pre-soak /t9 57PrN Rate MinJinch L 2 Site Suitability Assessment: Site Passed e S Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation 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 V O ee prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 14 2 Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,,Boulders. oI i tency.96 Gravel) r�r6 L5 SY t s 21 .SY'/, _ ..5y_tb2 G yld-Cvoisz scud f�iN �oul�e�s .rt ,St% fro.-e DEEP OBSERVATION HOLE LOG Hole# Depth from e Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE L # LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, l t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, Consistency. r Flood Insurance Rate Map: Above 500 year flood boundary No— Yes . _ Within 500 year boundary No Yes Within 100 year flood boundary No:� Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on = 27 7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and expert a described in 310 CMR 15.017. Signature Date Q:WEVnCIPERCFORM.DOC � PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE FINISH GRADE OVER D-BOX= 64.3 ± FINISH GRADE OVER CHAMBERS= 63,9� - 64.8. GENERAL NOTES T.O.F. EL.= G5. ±' _T' SLOPE 2% MIN. OVER SYSTEM 3/4"TO 1- DOUBLE WASHED PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER @ STONEE T 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 ? OUTLET TO WITHIN 6"OF F.G. 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , F.G. OVER TANK EL. = 64.2�± 5"DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 64.5± _ - - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS = 60.40' PLACE RISERS ON ALL DESIGN ENGINEER. -PROPOSED 4" 3.50' MAX. 4.40' MAX. CHAMBERS WITH i 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4° SCH.40 PVC SEE NOTE 22 59*CCD�o 40' SEE NOTE 22 INLET PIPES TO 6"OF j SEWER PIPE -�-� BREAKOUT EL= 59.90 i SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE r 3" DROP MAX „ ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN " " L=22 ±6 3 2" DROP MIN 3 9 MIN-SLOPE@1% PROVIDE WATERTIGHT a o ELEVATION =59.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A #� 10" PVC IN FROM JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *60,9'± S:4" EPTIC TANK 4" PVC OUT TO 0 0 O 0 0 0 0 0 0 0 O 0 o ! THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR TO PROVIDE • 0 0 SPECIFIED DROP BETWEEN INLET AND OUTLET i CONTRACTOR CONTRACTOR SHALL , 12 6 o °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE 59.80 MIN. 59.63 2 0 0 0 0 0 0 0 0 0 0 0 � D D D D o 0 SHALL VERIFY SIZE 48" VERIFY CONDITION OF o0 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE 0 0 000 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 4.0' 8.5'(TYP) - 4.0' 4.0' 4.0' 5 OUTLET DISTRIBUTION BOX TYP) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 62.00' TO BE INSTALLED ON A LEVEL STABLE 25.0' ( ESTABLISHED ON TOP OF BASEMENT DOOR THRESHOLD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 57.40� GROUND WATER ELEV.= < 52.30� 12 83' 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 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. }CONTRACTOR VERIFY EXISTING SEPTIC TANK PROFILE. H-20 DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS ELEVATION PRIOR TO ANY WORK& NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. - ` ---- --- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING 0, '• ! TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM r Gooseberry PERC NO. 14308 APPROPRIATE AUTHORITY. • cAsland /� INSPECTOR: Donna Miorandi, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS " r`'• EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE Uller �' •; � C.S.E.APPROVAL DATE: Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING. • • ` DATE: March 19, 2014 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • * . • , • 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I"'� • •� ' TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. r • • ' 1 ELEV TOP= 64.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, • . ELEV WATER < 53.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). S = 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN i ' • R PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 00 " • • MAP 250 P • • • LOCUS I DEPTH OF PERC= 54"-72" 16. PROPOSED PROJECT IS LOCATED WITHIN: N :"' ASSESSOR'S MAP 250 LOTS 145H00& 145T00 LOTS 144H00& 144T00 0) , w ,, t r . TEXTURAL CLASS: 1 to _ - # • ` _ _ OWNER OF RECORD: LOUIS A. GIOVANNONE J a "' • + r • 0.. Loamy Sand 64.00' ADDRESS: 93 NOBADEER ROAD / - S87059'25"W �. U .. $ „• A • 10Yr 3/2 CENTERVILLE MA 02632 J • � • 6" 63.50' � ' 'ZONE 2 '_• 200.85 � " _ cr + `` FEMA FLOOD ZONE C 6; ��� �o� -66_ MAP 250 �{11 B Loamy Sand COMMUNITY PANEL# 250001 0005 C LOTS 145H00& 145T00 ! rf 2.5Y 7/1 ? y •,, 17. DEED REFERENCE: L.C.C. 112816 PROPOSED 4" PVC VENT PIPE; / 20,645±S.F. �� 1�+ EXACT LOCATION PER OWNER - / - -67 59.50 18. PLAN REFERENCE: L.C. PLAN 40592-C `II r 54" ' PR. H-20 "D-BOX" / F }: // ,`� • , ` Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PORT 2 / - cR�SHFQ �� �'• ;• • • ` * 72" 58.00' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY PROPOSED INSPECTION3. 1 r d ' • "" x : FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 8 \ `\` S ONTOF'�+ * tl ` FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED 2 - 500 GALLON +•:�. , � \ cHinn. ", cAs R/VF .' • Med. to Coarse Sand J co' / > 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A H-20 LEACHING CHAMBERS f DECK a4s • * r _ � � _. • : C 2.5Y 6/6 WITH AGGREGATE / p �\ �� o ` (few boulders;CV DEPTH OF THE BOTTOM OF THE SAS AND E;:TEND TO WITHIN 3"OF FINISH GRADE. A #93 ' �g8`,r 2� �`� �' 5%gravel) REMOVABLE THREADED CAP SHALL. 3E PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. O p a EXISTING �1\ / ,� �� 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE W I 3-BEDROOM ( G LOCUS PLAN APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7): MAP 250 a � DWELLING '� \ (1.) A 1.40'WAIVER(3.00'-4.40') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. rIM6 TOF = 65.2± I (0 coo w �\ SCALE: 1"= 1000' (2.) A 0.50'WAIVER(3.00'-3.50') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. 132 53.00 LOT 158 h co rn / TP.1 I ER CD ' 2 �64x0' ALL I I Q I Q No Mottling, Standing or Weeping Observed 00 TP2 �, 6� QO � DESIGN DATA TEST PIT DATA LEGEND `Q 64x0' ^ I I �V '/ �� � � PERC NO. 14308 � ro �, U INSPECTOR: Donna Miorandi, RS 50x0' EXISTING SPOT GRADE O NUMBER OF BEDROOMS (DESIGN) 3 Benchmark b EVALUATOR: Michael Pimentel, E.I.T. - -- 50 --- EXISTING CONTOUR MAP 250 Door Threshold \� -6 O Q� o DESIGN FLOW 110 GAUDAY/BEDROOM LOT 156 Elev. =62.00' �` 8� O `�" C.S.E.APPROVAL DATE: Oct. 1999 r� PROPOSED CONTOUR _ TOTAL DESIGN FLOW 330 GAUDAY March 19,2014 EXISTING FIVE (5) H-2 Approx. M.S.L. �, DATE: 0 \ V, DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 50 PROPOSED SPOT GRADE NFlLTRATORS w/AGGREGATE N7 (PER AS-BUILT CARD)TO BE 4 4�S9••W � USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 64.00' GAS EXISTING GAS LINE ABANDONED 167 -XIST. VENT PIPE TO BE CUT DOWN EXISTING 1,000 GALLON PERC RATE ELEV WATER= < 53.00' TO GRADE, CAPPED &ABANDONED E/T/; EXISTING UNDERGROUND UTILITIES SEPTIC TANK TO BE _ UTILIZED IN THIS DESIGN �✓ �✓- EXISTING WATER LINE INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE DEPTH OF PERC= T - TEXTURAL CLASS: 1 EST PIT LOCATION SIDEWALL CAPACITY MAP 250 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY - - (J EXISTING 1,000 GALLON SEPTIC TANK LOTS 146H00& 146T00 (25.0'+ 12.83')(2 ) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY 0" 64.00' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE A Loamy Sand BOTTOM CAPACITY 6" 10Yr 3/2 63.50' p PROPOSED H-20 DISTRIBUTION BOX SWING-TIES SCALE: 1"=20' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY O Loamy Sand PROPOSED 500 GALLON H-20 LEACHING CHAMBER DESCRIPTION HC-1 HC-2 B 2.5Y 7/1 CORNER OF STONE(1) 56.7' 45.5' TOTALS: CORNER OF STONE (2) 66.8' 58.2' TOTAL NUMBER OF CHAMBERS 2 54" 59.50' REV. DATE BY APP'D. ,DESCRIPTION TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE CORNER OF STONE(3) 56.9' 66.1' TOTAL LEACHING CAPACITY 349.4 GAL./DAY PREPARED FOR: CORNER OF STONE(4) 44.4' 55.2' -- Med. to Coarse Sand CAPEWIDE ENTERPRISES C 2.5Y 6/6 (3 (few boulders; LOCATED AT \I--12 8, 5/o gravel) 3.3, DECK CHIM. 93 NOBADEER ROAD MISCELLANEOUS NOTES: 4) CENTERVILLE, MA 02632 ui #93 SCALE: 1 INCH = 20 FT. DATE: MARCH 22, 2014 . EXISTING 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF cv 132" 5300' o 10 20 ao so FEET EACH SEPTIC SYSTEM COMPONENT. j o ��,P► ►.1/1� 3-BEDROOM No Mottling, Standing or Weeping Observed ' DWELLING TOF - 65.2'± -- JOHN L PREPARED BY: THE PROPOSED LEAC LNG FA SHALL CILITY fY TOFY SOIL OENSUROE CONSISTENCY WINS IN THE OTHOTEST (2 - RESERVED FOR BOARD OF HEALTH USE ;`�cHUFc�iLL JR. ':� JC ENGINEERING, INC. ,� IL PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL (1 N .41807 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER SITE PLAN HC-2 �'� 508.273.0377 1 PROTECTION OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2685 SCALE: 1"=20'