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HomeMy WebLinkAbout0081 FAWCETT LANE - Health 8 1 Fawcett Lane Hyannis 1 A= 269-076 TOWN OF BARNSTABLE LOCATION - ,✓ SEWAGE# �� - 6 7 VILLAGE n/ ^ ' ASSESSOR'S MAP&PARCEL o2 6 0% INSTALLER'S NAME&PHONE NO." , At, 4 SEPTIC TANK CAPACITY f,) JJ1000 LEACHING FACILITY:(type) L" - 7 (size) NO. OF BEDROOMS at 3fi OWNER PERMIT DATE: COMPLIANCE DATE: 3 )I Separation Distance etween 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 BYE/� A D3oX�3-�7 3.38 7 No. � I —�'� 1 f FeeC/V THE COMMONWEALTH OF MASSACHUSETTS ynteredincomputer: PUBLIC HEALTFI DIWl ION -TOWN OF BARNSTABLE MASSACHUSETTS Yes 2pplitatlon for Nsposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(-,/U—pgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. (7j l v✓C rt —tv e 4t 4 y7 Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 2&cf -7G n� �p�„d0�li /FG 0549 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 14/a•'1G- 7 - I Type df Building: Dwelling No.of Bedrooms Z— Lot Size 13,416 sq.ft. Garbage Grinder(. ) Other Type of Building &pj No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 22-0 gpd Design flow provided 3 sue• 2 gpd Plan Date J2%1.4 ba Number of sheets At—' Revision Date Tr' Title Size of Septic Tank /Xl5iJ�-S Type of S.A.S. fi/L -3G Description of Soil Nature of Repairs or Alterations(Answer when applicable) .1-ej 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 alth. S• ed Date Application Approved by Date J Application Disapproved by Date for the following reasons Permit No. // —C Date Issued j t IT , No. C7�Q • !. Fee �D V THE`COMMONWEALTH OF MASSACHUSETrTS n N tered in computer: PUBLIC HEALTW;DI IVIV S`ION - TOWN OF BARNSTABtE ASS CHUSETTS. Yes x : 2pplicatlon for Disposal *pstrm Construction Permit Application'for a Permit to Construct( ) Repair(.,,**upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �c r .e q,�A1/7 Owner's Name Address and Tel.No. � �N Assessor's Map/Parcel G `,JA, 0 Installer's Name,Address,and Tel.No. Designer's Name,Address,and TA.No. Type f Building: Dwelling No.of Bedrooms y Lot Size ��-G/G sq.ft. Garbage Grinder( ) .T Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !2 2 0 gpd Design flow provided .3 gpd Plan Date i2 14 4 4 Number of sheets v Revision Date Title Size of Septic Tank ,f Xi q f,ti� Type of S.A.S. 1,, jr, �r r. Description of Soil Nature of Repairs or Alterations(Answer when applicable)���� .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 alth. i Si ned ,,. Date Application Approved by Date �� Application Disapproved by Date for the following reasons Permit No. ©/I "d C9 r7 Date Issued — ---------------------------------------------------- ------------------------ -----_- --------------------------------------------------- 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 —1-1 4.4 4 14,-J 7—41,. i at ���� t�1—�� �. ivy has been constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction Permit No--;�011-04 7dated / cam /�! Installer _��',�; Designer y ,v r #bedrooms Approved design flow gpd The issuance o this pirmit shall not be construed as a guarantee that the system n 1tiion as des nned. Date Inspector (/n No. �r ' G `7 Fee G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Bisposal 6pstem (Construction Permit Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( ) System located at !2 t r i.✓e r F- 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 ust be completed within three years of the date of this permit, Date d '/ J t Approved b / 03/29/2011 11:37 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable , Regulatory Services Tbomas F.Geller,Director MAMUKa ;< Public Health Division '4 Tbomas McKean,Director 200 Main Street, Byannb,MA 02601 VFfice: 508-8624644 F= 50&790-6304 Date:A2 'Z i 1 Sewage Permit# Assessor's Mapftreel . rid -74 , . Installer&Deshmer Certificatim Fnrm Designer: Installer: 1 • ram• .1 ►�c , Address: -� WOV-► - ^ fr% [- Address: Q.cfe 14 cis s � M4 03 On �v Y104 was issued a permit to install a (date)' _ (installer) septic system it " - --- based on a design drawn by w ,(address) dated I �z.'L' l d-(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 re }js inspected and the soils were found satisfactory.' OFU PETER T. McENTE, ` tallies Signature) ' � CIVIL 0 IL (Designer's Signature) (Affix tamp Here): PLE,�SE RETURN TO BARNS')<'AB E PUBLIC HEALTH DIVISION. CERT OTE OF COMPLIAN WILT. NOT BE ISSUED UNT H Tg THIS FORM AND AS- [TII,T CARD ARE BY THE B L HEALTH DIVISION: THANK X�U- %\affice fomrsWempmreatificabon Ebnn•doe i i i Town of Barnstable P# Department of Regulatory Services BARNaTAXIM : Public Health Division Date ? o � t639. �e� 200 Main Street,Hyannis MA 02601 pIED MA'S� Date Scheduled Time 6 Fee Pd* 6 0 06 Soil Suitability Assessment for Sewage Disposal Performed By: Fe P-r Kc ren+t2,P_ � `� S Y i Witnessed By: �'1 )=-iP ..S" � "�"" "� LOCATION& GENERAL INFORMATION Location Address S i �Aw Ce iva Owner's Name � ' A �e 0 z 4 K�e 47 �w-e_ce+ tare � • '""� � ��w t��-' l.;sn Address t--iY C�.AV\� Hy(1nVA�s> MA 0z60 1 Assessor's Map/Parcel: 2-C.9 — ®-7(o I Engineer's Name �eve,-b"tc`i✓v1�e NEW CONSTRUCTION I._ REPAIR _ Telephone# 09—- —Li-76 . Land Use t"C`5' � -kk AA `c, ` Slopes(4'0) 2- Surface Stones K11°1 Distances from: Open Water Body��2 ft Possible Wet Area��¢/ ft Drinking Water Well �i ft Drainage Way 2 y ft Property Line ( �� /.-eft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 7 b•. 1 Parent material(geologic) 6,j Depth to Bedrock Depth to Groundwater. Standing Water in Hole. /V Weeping from Pit Nee /j/4- a Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE 7 = Method Used: a - a-__ - Depth Observed in obs.hole_: ``_'in;Depth td Sgll mnttles:"� Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level AdJ,factor— Adj.Groundwater Level R o PERCOLATION TEST bate Thne Observation Hole# Time at 9" Depth of Pere [0 M``� Time nt 6" Start Pre-soak Time @ �Q t� _ .a��q Time(9"-6") End Pre-soak Rate Min./Inch, 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 1001 of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stonea;Boulders. Consistency, Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grayell o (151 s is 12s DEEP OBSERVATION HOLE LOG . Hole# Depth from _ Soil Horizon Soil Texture Soil Color Soil M "` Other Surface(in.) �' (USDA) - (Munsell) _Mottling„ (Structure,Stones,Boulders. - Consistency.%a e DEEP OBSERVATION HOLE LOG Hole# Depth from Y Soil Horizon- Soil Texture Soil Color Soil Other _ Surface(in.) (USDA)- (Munsell) Mottling (Structure,Stones,Boulders. o si n - Flood Insurance hate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No' \ Yes Within 100 year flood boundary No_L`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? �/-�5-- If not,-what is the depth of naturally occurring pervious material? Certification ._- ._ _.. _i_. __._ .- -. --": . . _ _.. _ ._. _ _ _._ (date)I have passed the soil evaluator examination approved by the I certi _that.on, ( ) P Department of Environmental Protection and that the above analysis was performed by me consistent with . the-required trainin pertise and experience described in 310 CMR 15.017. Signature �> Date Q:\SEPTIC\PERCFORM.DOC rt- IEGEIND N .. .! ' WelleeleY Cr c m o t Rd y � -- gg -- EXISTING CONTOUR c Checker erry Rd �y L.C.C. 22825 P (Sheet 2) x 100.98 EXISTING SPOT GRADE ` 107 EXISTING CONTOUR d Pri Pine Rd EXISTING LEACH PIT (APPROX.) : n EXISTING SEPTIC TANK F W EXISTING WATER SERVICE Rd o m (TO REMAIN) r mdale CONTRACTOR SHALL LOCATE, PUMP, TOP OF TANK, EL.=102.84 G EXISTING GAS SERVICE s 3 a g Rd FILL WITH SAND AND ABANDON lNV(OUT)=101.51t '10� —0-H.-W— OVERHEAD WIRES c, o LOCUS g 3 o m <O a _N 03'2 6" W TEST PIT IO o, WEST MAIN STREET � S 08-09'56" E 1 _ -/v ? 3438' 104,39 1 BENCHMARK °4 _ — �9�'4� #t 104,26 +_ — - ! _ _ �`? VENT iv ` stockade fencce �i� �`I 107'S4' ---� _25�., LOCUS MAP 1 I NOT TO SCALE 1 _ � . . . . . �` i r= -S€� S�1 S•H 41 P 00 +'104 80 , -- SPIKE o — GENERAL NOTES:105.22 + I �; i 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 10 ,45TP-2 TP-1 i ��104,96 �' BOARD OF HEALTH AND THE DESIGN ENGINEER. o : { 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS I o + 104,5 04 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1 104,23 . '�Q2 I ' LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: +'o i BM z —310 CMR 15.405(1)(b): �I 104,89 105. 1 1 ! ao 1) A 2' variance to the 3' maximum cover requirement, for 5' of + 10 5-!r I } L3 rn max. cover. S.A.S. shall be H-20 and vented. o .2 3 I 0 k � I 0 0 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 0 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE L 1043. i' y x DESIGN ENGINEER. dD 04.9 EXISTING 0 1 M 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 0 4- HOUSE(#81) 1 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN _r ` A/K/A #47 : ENGINEER BEFORE CONSTRUCTION CONTINUES. M _ 04,0,3 c T.O.F=105'.95t + 105,11 i r{ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. rn 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 9 —J i THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF (LOT 47) ; HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 114,75 / 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. A � -�J + 104,88 APN 269-765 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 13,616 S.F.f 104,81 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. O F3 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 103---,\ X 103.06 / 35.91' -' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING _g2 76 N 03'29p46" W X 104,39 CONSTRUCTION. • �---- /_2______ —_:_ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS O' F2-26� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �\ + 163 � 4 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 1 3.33 edge--,_of pavement 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 103� ___ 103,64 _ `�` 't X 104�39 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 102.39 1�)�04 -.,`\FA WCET LANE \,OR 1 13. THIS NOT TO IS TO BE BE CONSIDERED ED FOR A PROPERTY SEPTIC LINEYSURVE PURPOSES ONLY AND u 03 �� of Mq 'y PROPOSED SEPTIC SYSTEM UPGRADE PLAN • 102 3� 101,81 PK SET : 741��``� it PETER T. g McENTEE 81 FAWCET LANE (a/k/a 47 FAWCET LANE), HYANNIS, MA Benchmark Set o CIVIL "' Prepared for: Deolinda Raposo, 47 Fawcet Lane, Hyannis, MA 02601 No. 35109 OUTSIDE COR. OF BULKHEAD �'FGISZF`� ��� Engineering by: SCALE 20' DRTAW 2 JOB. 10 EL.=f05.31(Assumed datum) Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED . SHEET NO. 22-1,-t (508) 477-5313 12/22/10 P.T.M. 1 Of 2 , r�^ NOTE: TO PREVENT BREAKOUT, THE PROPOSED --25' - FINISH GRADE SHALL NOT BE < EL.101.5 FOR A DISTANCE OF 15' AROUND THE T i SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. PROPOSED INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. W S.A.S. s OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT l� i T.O.F. CHARCOAL F.G. 106.5 MAX. EXISTING F.G. EL.=105.Ot F.G. EL: 105.Ot ( ) VENT ��. �1� ins fMAINTAIN 2% GRADE (MIN.) OVER S.A.S. NO 6ro 04 Cc '• INSPECTION L = 14' L = 7'(MAX) # PORT S=1% (MIN.) @ S=1% (MIN.) ( - 4"SCH40 PVC 4"SCH40 PVC , 6" 101 , __14 6" 10.75" r0 EXISTING EXISTING 48" LIQUID INVERT HOUSE(#81) LVLGASODDeAFFLE INV.=101.37 PROPOSED INV.=101.20 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' A K A 47 1 ii # INV.=101.51 t D-BOX INV.=101.10 I EXISTING SOIL ABSORPTION SYSTEM (PROFILE) �T.,O.F.=105,95f• EXISTING SEPTIC TAN S.A.SL AYOUT ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR NOTES: PERC SAND TO TOP OF CHAMBERS 21" 6-4" POLYSEAL OUTLETS 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 2" 2" 1-4" POLYSEAL INLETS INVERTS, PRIOR TO INSTALLATION. BREAKOUT=TOP 2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP ELEV.=101.53 i GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.=101.10 ; 00 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=100.20 N e 310 CMR 15.221(2). .: o "� 060 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 2.83' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. it EXISTING SUITABLE N Top View D-BOX Section NO G.W., EL=94.4 4 MATERIAL USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN'EACH ROW & NO STONE ----63.25" SEPTIC SYSTEM PROFILE TYPICAL SECTION 16" N.T.S. DESIGN CRITERIA SOIL SLOG 34.5" DATE: DECEMBER 20,;2010 (REF#13,164) NUMBER OF BEDROOMS: 2 BEDROOMS SOIL EVALUATOR: PETER McENTEE (SE#1542) TOP VIEW WITNESS: DONALD DESMARAIS R.S. SOIL TEXTURAL CLASS: CLASS I HEALTH,AGENT no & 60" DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH END CAP END CAP 104.5 0 104.4 0" FRONT VIEW SIDE VIEW DAILY FLOW: 220 G.P.D. A SANDY LOAM A SANDY LOAM END CAP DESIGN FLOW: 330 G.P.D. 103.8 B 10YR 4/2 8.. 101 B 10YR 4/2 t0„ REAR/TOP VIEW GARBAGE GRINDER: NO SANDY LOAM t SANDY LOAM NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.9 S.F. 101.8 32" 101.4 36"10YR 5/8 10YR 5/8 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. I 74 Cl Cl 4640 TRU OHIO 3 0 6 3s" ' Arc 36HC DETAIL fikk EXISTTING SEPTIC TANK: 1000 GALLON CAPACITY PERC ADVANCED DRAINAGE SYSTEMS. INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED 48' PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 5—ADS Arc 36HC UNITS WITH NO M-c SAND M-C SAND 81 FAWCET LANE (a/k/a 47 FAWCET LANE) HYANNIS MA SEPARATION BETWEEN EACH ROW & NO STONE 2.5Y 6/4 I 2.5Y s/4 > Prepared for: Deolinda Raposo, 47 Fawcet Lane, Hyannis, MA 02601 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. (Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF. = 480.0 SF 94.5 120" 94.4 120" NTS P.T.M. 260-10 PERC RATE <2 MIN/IN.("C" HORIZON) Engineering Works, Inc. O. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. NO GROUNDWATER) ENCOUNTERED 12 West Cr5313ld Road, Forestdale, MA 02644 12/22 10 CHECKED SHEET 2 II (508) 477-5313 / � P.T.M. 2 Of 2 't t