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HomeMy WebLinkAbout0031 KEVENEY LANE - Health 31 KEVENE'Y LANE Barnstable A = 351 — 015. TOWN OF BARNSTABLE LOCATION 3 ( Ka VENCY LANC SEWAGE# ?O l g -3G 5 VILLAGE A4'5'rAP)LG ASSESSOR'S MAP&PARCEL 35( l Sow INSTALLER'S NAME&PHONE NO. 6WC-W(OC 6,4-= P t,5c —S S77 SEPTIC TANK CAPACITY (,500 Cm4a DNS . LEACHING FACILITY: (type) C 80 (size) I 1 X 3 4 NO.OF BEDROOMS OWNER P&T49k S CU&V DORNCMANd PERMIT DATE: l l-a.Ts -,COI 2 COMPLIANCE DATE: A-(y-ao tci Separation Distance Between the: i 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) NIA Q Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N'A Feet FURNISHED BY LAPS W(yJG F&AE PieJ aw) Dcw��a�► ��� �y G P 3 A-2° 31-14 A -3= 33.9' 13-3= 15.V A -y : 4j.5' B-41: 19.z s A-S : 57.$' p-S' Sl �41 40.�' o 0A-b? 58.9` � II 0.3' A No. 7& Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeS JtlriCati01C for IsyDSaY.6 stem Construction VPrmit Application for a Permit to Construct( ) Repair(XUpgrade( ) Abandon( ) ❑Complete System ElIndividual Components Location Address or Lot No. 31 V6 VG J(5k/ C Owner's Name Address,and Tel.No. _ Assessor's Map/Parcel of Qq� 31 �e%EL (tenf yLAVQ �C�{ oxr" mA Installer's Name,Address,and Te.No. 502-477- 199 07 Designer's Name,Address,and Tel.No. 50S—03 -d 3-77 (53 sr- MX-S41-5c AM U285714 c l,F - , C w Type of Building: Dwelling No.of Bedrooms 3 Lot Size �A,965 � sq.ft. Garbage Grinder( ) Other Type of Building 9551 D s�?I�T(#4 L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) *33® gpd Design flow provided 3 t6g gpd Plan Date (- ! —ae31 Number of sheets ( Revision Date Title IV L4ije Size of Septic Tank �Spe) eA(.LWS Type of S.A.S.( j LS-_ Description of Soil out.oz SA_(P 5� f SLs r p4.¢tj Nature of Repairs or Alterations(Answer when applicable) Z1J5 AJ152[) 1 S0a Gg0ja2&j 4—I[3 SEPrJ C.. 1 GGA-TG C�j eNg?S A AjD 4 f 0 u 52-(Da>- 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. igned Date do Application Approved by Date Application Disapproved by Date for the following reasons Permit N Date Issued p Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes 0[pplicatlon for Disposal,*pstem Construction Permit {` Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 31 VE VQJ5Y L%xjG ;,.Owner's Name Address,and Tel.No.. Assessor's Map/Parcel 3 J 01 5 QA 3 V^/e L L-v mage oaT.-NA Installer's Name,Address,and Te.No. .5p$• 17- g 77 Designer's Name,Address,and Tel.No. So�.•�TJ3 �4377 G4�Ei.JtA� Lrp.. o a e- GNwEJC—IIU* xUG f3'� Gostt�cc�Cti4G sT' fi9�F' /14,4 a85� C�.4eu14c'>Ql� i�F �� wvE�s� Type of Building: Dwelling No.of Bedrooms �3 / Lot Size c5oZ, 6!; sq.ft. Garbage Grinder( ) Other Type of Building 1�E51 bG M*4�.. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� �} gpd Design flow provided � ,(� gpd; Plan Date (I-7k i —:,o 1 S Number of sheets Revision Date Title 31' L1,r U& Z-! C.Atjc BARNSTAAC_4g' Size of Septic Tank 1 SQZ) CAtL.WS Type of S.A.S. Description of Soil A4 45Z 5,4#-Z P �(�'lc D 4.4AJ 4 Nature of Repairs or Alterations(Answer wten,ap licable) :Z&j SM4n" A)lEk-, 1:%Q0 Ll 1Cj i4—io .sepri Cy P Milp 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. 1Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit Now `✓ ) (� Date Issued I l ! } .h THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by CA©FW tD& at. 4Akjl;-- .PV ZW_S-rAR4�1 has-been constructed in accordance n with the provisions of Title 5 and the for Disposal System Construction Permit No.901 K 36-5dated " 'Installer..('/i}• 9aD6 �: i li�tS'O Designer #bedrooms Approved design flow ja gpd The issuance of this permit shall not be construed as a guarantee that the system will fianctio as designed. Date /t0 / ! Inspector ------------------------------------ -- -- - - - -=- - No.,,1j"-/F5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal &pstetn Construction Permit Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon( ) System located at kEUWt !� l 1UC 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 must be completed within three years of the date of this permit. L " �~ M Date lA �� Approved by ti , t e b, 1. ZU 19 I hbAM No. 2962 P. 1 Town of Barnstable Regulatory Services y Richard V. Scali, Interim Director i Benxsreau. d * , Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 - f Office: 508-862-4644 Pax: 508-790-63011 Installer&Designer Certification Form Date: Sewage permit#dOd - 3165 Assessor's Map\Parcel 35'' I Designer: 'SC L^no110 e F-6n9 , To(-, Installer: CQee.wiAe l:n� Qf(seS Address; 295y Gr,,,bcrry �li�l„wa)r ,Address; Gommerc(O EEree,i edst wpreknapn , N/t 02a2)s t'lastn,eees, }tN 02(oH On ((- TS -A O I R GopeviiJe: F&A' I te(fsc,5 was issued a permit to install a (date) (installer) septic system at 3 k eV ervl y L av� based on a design drawn by' (address) -Y C En a5inU_6o_c) dated ' Z / (designer) V 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. 1 certify that the septic system reeferenced 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 constructed ' e with the terms of the l\A approval letters(if applicable) ����"OF Ass o�' Acti JOHN L; G�^a ' CHURCHILL JR. ( CI alter' Signa e) No i6oir ( igner's Signature) (Affix Des' a mp Mere) s PL SE RETURN TO ARNSTABLE PUBLIC HEALT DI SION. CERTIFICATE OFfOMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ,QASep6e\DesignerCertification Fonn Rev 8-14-13.doc Town of Barnstable P# ' �°►'� Department of Regulatory Services s ,EMAW4 a Public Health Division Date lb'ZZ-18 'MARS. t,63fl 200 Main Street,Hyannis MA 02601 1--0 ' ' �EDMKtA Date Scheduled I, Time Fee Pd i G `' `' - r � � ._ W S�a{ z�ln Suitability Asse—ssment for ageDzsposal ' 41 P 0, Performed-By: n , LOCATION&.GENERAL INFORMATION Location Address 1 Kee�� CAM Owner's Name nG rC�L sd Et[CN L�®IZN EM tA1 3 ' Address 3( K&VLVE�(Lm- f Assessor's Map/Parcel: ` 3�1 ��� Engineer's Name NEW CONSTRUCTION REPAIR Telephone# 5M—X-7 3.—®3 Z 7 . Land Use C�n �� T'(�tYYl1 I/ yielI/G9Slopes(96) O-3% Surface Stones V , Distances from: Open Water Body A Possible Wet-Area ei� ft Drinking Water Well /� �� ft Drdlhage Way Y ft Property Line �ft Other ft i SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands-in proximity to holes) St?e �CVlQC1 Parent material(geologic) �� Depth to Bedrock �� v L_ Depth to Groundwater. Standing Water in Holm. Weeping,from Pit Food /O 6J Estimated Seasonal High Groundwater p 1 1 vJ TEI VIlN TION FOR SEASONALUIGH WATER TABLE Method Used: 1 roat(t Depth Observed standing in obs.hole. 7 In, Depth to still mottles: In.' Depth to weeping from aide of obs.hole: in, Groundwater Adjustment tt. Lex Well-# - Reading Date: Index Well level A�,-fhetor,,,,— Adj.Groundwater-Levol PERCOLATION TEST Ugte E' -> 'i'Wd 1 I: s�0 Observation Hole# I Time At 9" — Depth of Pero _ - Time At 6' - Start Pre-soak Time @ . Time(9"-6") End Pro-soak See Sieve C na(1/S i S Ce.S U 1� J Rate Min./Inch ��Q d� tl0 t^P+ IC_� S®i'I ) P_ Site Suitability Assessment: Site Passed 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 Conselrvation Division at least one(1) week prior to beginning. Q:ISEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE LOG Bole# + o Depth from Sall Horizon Soil Texture Shcl Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stonert;Boulders. orlsistcncy. IVaravel) /0 1( "- Loa ' d- - _ a e Y (l DEEP OBSERVATION HOLE LOG Hole# Depth-from Soil Horizon Soil Texture Sall Color Sail 'Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, DEEP OBSERVATION HOLE LOG .Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistanov. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,SSopel;Boulders. Co Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes .--.____ Within 500 year boundary No Yes-' _I:_ Within too 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 thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe vious-material? Certification ` 7 I certify that on t 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,exp us d experience described in 10 C M 15.017. Signature Dam Q WBPTICWERCPORM.DOC TOP OF FOUNDATION = 46.2'f PROVIDE EXTENSION RISER FINISH GRADE OVER D-BOX= 44.8'f GENERAL NOTES �- WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER FINISH GRADE OVER CHAMBERS = 44.3' - 44.7' 3/4"TO 1-1/2" DOUBLE WASHED FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6" OF FINISHED GRADE SLOPE @ 2% MIN. OVER SYSTEM STONE TO CROWN OF PIPE 1• U OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION @ FOUNDATION = 45.41t 45.2 t METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL ------ ---- -- - - - -- - 5" DIA. OUTLET(S) 4" SCHEDULE 40 PVC MIN SLOPE 1% INSPECTION PORT WITH ACCESS 2" OF 1/8"TO 1/2" DOUBLE CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS 9" MIN. - - -- BOX TO F.G. (SEE NOTE#21) WASHED STONE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36" MAX. f1, DESIGN ENGINEER. PROP. SCH. 40 PROP. SCH. 40 9 MIN. PVC SEWER PLACE RISERS ON 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER 36" MAX. CHAMBERS w/PIPED 9" MIN. TOP OF SAS = 43.43� SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE @ 1% 6" 3" 2" DROP 3�� 9�� \ 42.60� 36" MAX. , INLETS TO 6"OF MIN.SLOPE @1% L=12'f BREAKOUT EL = 43.10 FINISHED GRADE 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 13PROVIDE WATERTIGHT 00 ELEVATION =43.10' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 14" 1 4" PVC IN FROM 43.10 j j jj""'� JOINTS (TYP.) 002 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 43.7'�_ SEPTIC TANK � LEACHING FA 4" PVC OUT O FACILITY � � � � O � � � � � � o 0 0 �%p � � O � � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. TEES SHALL BE LINED UP - o0 0 o c� 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 43.27' DIRECTLY UNDERNEATH 48" OUTLET TEE 42.90� MIN. 6 42.73' oo 0 Coo 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. RISER COVERS 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE 2.0 6.0' 2.0 4.0' 4.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 11.8' OFFSET TO FND. OVER MECHANICALLY (TMP') 34.0' (TYP,) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6" CRUSHED STONE COMPACTED BASE , AND DESIGN ENGINEER. OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX Z41 .60� GROUND WATER ELEV.= 36.60 mottlin 11.0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 45.66' COMPACTED BASE C C C TO BE INSTALLED ON A LEVEL STABLE LC-6 CHAMBERS 5' MIN. REQUIRED--/ ESTABLISHED ON THE CORNER OF A STOOP AS SHOWN ON THIS PLAN. 500 GALLON H-10 CONCRETE SEPTIC TANK BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 PIPES TO BE LAID LEVEL. TYPICAL CHAMBER PROFILE CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES "CONTRACTOR TO VERIFYEXIS-(Irvu SEPTIC TANK PROFILE ACME-SHOREY) CHAMBER DETAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& NOT TO SCALE DISTRIBUTION BOX DETAIL 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING 4-- TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTES: '* .1 APPROPRIATE AUTHORITY. • . 4 PERC NO. 15828 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC �" •• = �` Q INSPECTOR: Donald Desmarais IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED SYSTEM COMPONENT. % V� 9 'J + ` w �` EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED I v,/- TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. d + LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. C.S.E. APPROVAL DATE. Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH DATE: November 7, 2018 TEST PIT DATA. \ or d' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I .. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 3. ENTIRE PROPERTY IS LOCATED OUTSIDE THE LIMITS OF A DEP APPROVED ZONE 2. (' � � o ` I ! ELEV TOP= 44.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, �/' + FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE �. _' , INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO ! ? R �, ELEV WATER= 36.60 (mottling) - LOCUS o 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS 50 " `=-�,. PERC RATE = See sieve results below SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. APPEAR TO BE INCORRECT. \ �\ '^ •,J °° \' DEPTH OF PERC = N/A 16. PROPOSED PROJECT IS LOCATED WITHIN: �Q Z1 i ASSESSOR'S MAP 351 LOT 15 MAP 351 � � . TEXTURAL CLASS: 1 - • ~ \� \` OWNER OF RECORD: PETER L. & ELLEN T. DORNEMANN v<) �` LOT 14 V -�„ j +_-�.'• • = e O �� CI �. J j - • I `� l/• r'� 0„ 44.10' ADDRESS: 31 KEVENEY LANE a � �P� �'h� PROPOSED DISTRIBUTION BOX `�i. . i �• II • • �'' _ • �/ o ` Q, Fill YARMOUTH PORT, MA 02675 1$'rTWIN 9 , 1 \ j 1•o I �� /� ) t/ t� t' o`� Y !. II •. •G q12 Loamy Sand 43.10 FEMA FLOOD ZONE X PROPOSED 1,500 PROPOSED �� �� II GALLON SEPTIC TANK - --45 ��� INSPECTION PORT I II ��\� .�h,, -- `� 6 1 1611 10 Yr 3/2 42 77' COMMUNITY PANEL# 25001 C0559J _ �. 10" HOLLY \ / Q// o I Loamy Sand 17. DEED REFERENCE: LAND COURT CERTIFICATE#210778 PROPOSED (5) LC-6 1)¢ • g 6, \ /-CHAMBERS WITH AGGREGATE - �% �, ( , ' 10 Yr 5/6 Benchmark 12� \ o 18. PLAN REFERENCE: LAND COURT PLAN#34877A Corner Stoop 14 CEDAR REMOVE ALL UNSUITABLE _ r :t i • 54" 39.60' o ' Q 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Elev. =45.66' \ 44x5, c 6„ Aj MATERIAL DOWN TO "C-1"SOIL AND • ; ; + A rox. M.S.L. 44x4 I • Medium Sand pp DAR REPLACE WITH CLEAN COARSE ! l\ C"�--`- C-1 2.5Y 6/2 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY \ SAND PER 310 CMR 15.255(3) • • • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I ~` Mottim o, 90" 0,�0 •� O \ a {!_'' ) o , . - - - - 36.60' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 4S r`. r .� j 96" 36.10' 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A \ O \ 46� DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A Wee�ng� 108" 35.10' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. O 44xT 46 tiS 108" INV= 44.0'± OP BUSHES '7 2j Fine Loamy 22. OWNER/APPLICANT/ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL #31 O I O T� 959�OL LOCUS PLAN C-2 Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. SLEEVE SEPTIC EXISTING O 44xT 44x1' 18" CEDAR PIPE 10' EACH 2.5Y 6/6 SWING-TIES SCALE = 1"=20' SIDE OF WATER 3-BEDROOM / Tp 1 SCALE: 1" = 1000' DWELLING 132 33.10' LINE CROSSING , 4axe' �- � MAP 351 DESCRIPTION HC GC / 441 04` LOT 15 TOF = '� � 44x6' \- G CE EXISTINSSPOO. 52,965± S.F. 45 TO BE REMOVED DESIGN DATA TEST PIT DATA - - SEPTIC TANK COVER (1) 30.4' 34.2' 46.2± / / PERC NO. 15828 LEGEND SEPTIC TANK COVER (2) 25.8' 42.2' INV= _ d 14 44.0'± £ HOLLY INSPECTOR: Donald Desmarais, IRS CID � NUMBER OF BEDROOMS (DESIGN) 3 ! EVALUATOR: Michael Pimentel, EIT, CSE 50xO' EXISTING SPOT GRADE CORNER OF STONE 3 EXISTING CESSPOOL TO BE �` - - 50 - - EXISTING CONTOUR CORNER OF STONE (4) 39.9' 69.5' r PUMPED AND FILLED WITH CLEAN / PJ� DESIGN FLOW 110 GAUDAY/BEDROOM ; C.S.E. APPROVAL DATE: Oct. 1999 / SAND AND ABANDONED O�Q TOTAL DESIGN FLOW 330 GAUDAY DATE: November 7, 2018 -� 50 PROPOSED CONTOUR CORNER OF STONE (5) 50.6' 41.3' ( GARAGE I �, _ CHIPROPOSED SPOT GRADE < ,Deb 26 TREE (j DESIGN FLOW x 200 % - 660 GAL/DAY TEST PIT#: 2 CORNER OF STONE (6) 42.4' 34.3' Y / - GAS - EXISTING GAS LINE Q 10" TWIN / �1 USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 44.10 _y TREE 16" a0 o� / (/�Q' ELEV WATER= 36.60' (mottling) ❑/H/W EXISTING OVERHEAD WIRE INSTALL (5) LC-6 LEACHING PERC RATE = W W EXISTING WATERLINE ti` 70 , £ / ° '42 -� �'°` N �(i ' CHAMBERS W/ AGGREGATE DEPTH OF PERC = TEST PIT LOCATION 598, �GJ, MAP 351 p,tk / \ i- I TEXTURAL CLASS: 1 „ HC (3) I'F11.0'�I (4) LOT 14 / �1i�y ����� SIDEWALL CAPACITY PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE PNP (LENGTH + WIDTH) (2 SIDES) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 1 500 GALLON SEPTIC TANK O �� £ / J (34.0 + 11.0) (2 ) ( 1 ) ( 0.74 GPD/S.F.) - 66.6 GAUDAY 0 44.1 0' O O O / U. 63 Fill PROPOSED DISTRIBUTION BOX �,o BOTTOM CAPACITY C 12 Loamy Sand 43.10 PROPOSED LC-6 LEACHING CHAMBER i � (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY #31 O c� �� /yam 4 / (34.0' x 11.0') (0.74 GPD/S.F.) = 276.8 GAUDAY q / 16" 10 Yr 3/2 42.77' EXISTING O �,9 ��� B Loamy Sand 3-BEDROOM 28.5' MAP 351 TOTALS: 10 Yr 5/6 � REV. BY APP'D. DESCRIPTION DWELLING GAS DATE (5) LOT 15 TOTAL NUMBER OF CHAMBERS 5 - - ------- (6) / / TOTAL LEACHING AREA 464.1 SO.FT. 54 39.60 PROPOSED SEPTIC SYSTEM UPGRADE o; cb 52,965± S.F. / TOTAL LEACHING CAPACITY 343.4 GAL./DAY C_1 Medium Sand w� / 2.5Y 6/2 PREPARED FOR: w` f Mottling �6.60' CAPEWIDE ENTERPRISES GC £ p 96" 36.10' I - r ro o Weeping @ 108" ;5.10' LOCATED AT o�^`O SIEVE ANALYSIS RESULTS I 5°` ( (Soil sample taken from C-2 soil in TP1) Fine Loamy 31 KEVENEY LANE an° Sand GARAGE C-2 BARNSTABLE, MA .� SAND 88.7/° 2.5Y 6/6 o SILT 10.9% �`5°�^,�1 CLAY 0.4% 132" 33.10' SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 21, 2018 It{ OF yes 0 10 20 40 80 FEET PER TITLE 5 ALTERNATIVE TO PERCOLATION TESTING -- - -- -- -- -- - - -- JOHN L. �� PREPARED BY: -� '1O GUIDANCE FOR SYSTEM UPGRADES (EFFECTIVE DATE: RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. £ ,��' MAY 3, 2006) UNDER POLICY BRP/DWM/PeP-P00-4: CIVIL N JC ENGINEERING, INC. �I I J�Ci�,•� SOIL TYPE: "UNCOMPACTED" NO. 41807 2854 CRANBERRY HIGHWAY 1 e<1 EFFLUENT LOADING RATE FOR EAST WAREHAM, MA 02538 SITE PLAN CLASS 1, > 85% SAND= 0.74 GDP/SF ' _ Q�P ASSUMED PERC RATE = <2 mpi S08.273.0377 £ J SCALE: 1"=20' Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4420