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HomeMy WebLinkAbout0058 LONGVIEW DRIVE - Health M LOA GVIEW DRIVE Hyannis A = 251 — 070 F 'A f TOWN OF BARNSTABLE LOCATIONnLff&VJEW )DRIVE SEWAGE# ,2D/J VILLAGE J)Vg n ya j r_ASSESSOR'S MAP&PARLCEELraj 6—,f-® INSTALLER'S NAME&PHONE NO. I C SEPTIC TANK CAPACITY /$'d O LEACHING FACILITY:(type) 3•-SpQ gU 6&M�eq(size) CIS NO. OF BEDROOMS OWNER oAVI D PA-rtt ie�C WA L� N PERMIT DATE: 9 V 2 2^/7 r COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY _cs n � � W � .�, � I� (�l1 � �t t� -- � � IiJ � �� 0 V O a � � N W � ` � `� � � 1 No. Fee V v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpYication for -MiSwai *pstrm Construction permit Application for a Permit to Construct(Repair(grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Nos$ V,a w `r 1/,� Owner's.N,p Address and Tel.No. �y�ha:s pa✓�c/� "��rr���c w��Sh Assessor's Map/Parcel g r-ezo Isstaller's e,Address,and Tel.No.,108-4/2g— 773S' Designer's Narge Address and Tel.No.,Sb6-340--331/ oS�/0`i yf�f9�ka 'f 3'' os tit/C. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(el ' Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 c gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil i 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 Health. Signed Date Application Approved by /AQDate L Application Disapproved by Date for the following reasons Permit No. Date Issued - q p No. ;2012 1 - Fee V v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISIO_ N OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for W11 -1 Opstem Construction Vermit Application for a Permit to Construct(G<'-Repair pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.SZ 1,4gV,i .t r/ 1'*I��/� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel / p710 Installer's Name,Address,and Tel.No.j os-//-2-y 7 Y 9' Designer's Name,Address,and Tel.No.y e)6-3GC/-33// ✓aS�/;'l /���i�/✓U r1 e5XI_r " .S OF i S CA/C. r 4l < Type of Building: �� I Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 5 gpd t Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) i� Date last inspected: Agreement: :1 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 :_ , :o Date Application Approved by Date a // Application Disapproved by Date for the following reasons Permit No. ) 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.��,;_v•w /�.. /�i-.ir;�^�i S at r < f/�L4,0',-7 ier has been constructed in accordance . M l with the provisions of Title 5 and the for Disposal System Construction Permit N ated / D Installer ,�>>� '� �J�/�/ayyo S' Designer �21i yi-lam Soh 5 rA/l, #bedrooms _ Approved des` flo gpd f The issuance of this permit s all not be c traed as a guarantee that the system ill func id esi�;n�ed. Date Inspector I. --------------------------------------------------------------------------------------------------------------------------------------' No. 2 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Perthiss of n is hereby granted to Construct( ) Repair( e.) Upgrade(e--)- Abandon( ) System located at 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 comp eted within three years of the date of this permit. Date Appro d bey�` _ Town of Barnstable Regulatory Services , Richard V. Scali, Interim Director f # i M^ Public Health Division �enMpts ` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form /) Date: 40A Sewage Permit#�d .5'3 Assessor's Map\Parcel Designer: - Installer: , 'tseOy 4 Address: �(j ( 2S/ Address: On l"---2l- /7 fp,f°sf /,� , r,,�� was issued a"permit to install a, (date) (installer) septic system at 6 Z U LF6> Z lAhLd based on a design drawn by (address) of rKg, W dated 1 7 I certify that the seftm 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. 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. Strip out(ifTequired) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct a w' h the terms of the 1\A approval letters(if applicable) IER ( staller's Signature) Wo, 194 ( esigner's Signatur (Affix Designer ainp Here) PLEASE RETURN TO ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE 11111 L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town of B4nstable. P#� -2-�- Department of Regulatory S6rvices . . n Date �� Public Health Divis' MASS. 16J¢ �s� 200 Main Street.Hyannis MA 02601 I 1 Time P Fee Pd. Date Scheduled foil Suitahili Assessment for Se e Disposal _^ �! �� . r• f; Performed By. I ! Witnessed By . r LOCATION& GENERAL INFORMATION • - Location Address N�y�j / D�►V Ownds Nano p �� lS Address SIe Assessor's 1Vlap/P4rcel: 2��,/ d � Engineer's Name fP Jn S G 1^ NEW CONSIRUI'i90N REPAIR Telephone# 0�9 Land Use t'-�+��' ( i� 1-T -Slopes(96 Surface Stones Possible Wee Area {v ft Drinking Water Welif[ Distances from: Open Water Body i Drainage Way V ft Property lane 1 ft Other ft i SKETCH:($treet name,dimcnsious'of lot,exact locations of tebt holes&pein tests,locate wetlands in proxitnity to holes) • Parent material(geologic) 444YV45L-) I Depth to Bedrock Depth to Groundwakdr. Standing Water m Hole:' I Weeping from Pit Face Estimated Seasonal"igh Groundwater DtTERMIN TION FOR SEASOial,A16H WATER TALE Method Used: in, Depth dbaeryed standing!in obs.hole: _ n, Depth tEl agsoi 1Adjus to Depth toiweeping from side of obs.hole: ! In. j.,fAc dwnter AdJuetment � A :factor Ate.Ottiwnt9waterLavul.,•._• indei Well# Reading Date: index Well level -- �, PERCOLATION TEST . Data x4W Observation , 'i5itte 6t 9" N Hole ...�...— # 6" -. , '... •d� Time at ...�.�...--- Depth of Pere F+' Start Pre-soak Time.( ®7 t 'limo(9"•611) - End Pre-soak TtateMinJlnch Additional Testing Needed(YIN) Site Suitability Asse�smeot: Site Passed X Site Failed: ; original:.Public Health Division Observation Hole Data,To Be Completed on Back-- ***If percola#on test is to be conducted within 100' of wetland,you must first notify the Barnstable C4zr servati=Division at least one(1)wedk prior to beginning. , DEEP OBSERVATION BOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis e c %Gravel )ti LAkm lb R-N 11 N DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) Lt QIti �3l " � b t� 6 4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel t�. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil they Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C n *step Flood Insurance Rate May: 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? - -O< If not,what is the depth of naturally occurring pe ious material? Certification �t I certify that on / (date)I have passed the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with the required tr ' ' g, pertise and expe Rene described in 3.10 CMR 15.017. Signature �-� Date 1> )7 Q:\.SEPTICVERCFORM.DOC LEGEND HYANNIS PROPOSED CONTOUR j 98 PROPOSED SPOT GRADE WEQUAQUET / —— 98 —— EXISTING CONTOUR LAKE o y / + 96.52 EXISTING SPOT.;GRADE � ' ______\_\\__ 5 /38 W— EXISTING WATER SERVICE 63—/` 3——63 ��� ® - TEST PIT O LOCUS SCALE, 1 =20' / ❑;11� \ — R TE 28 66 / 0-o.« 36.60 ---1 ,, x LOCUS MAP -------f _ TP_ o ,67 a o� o �� LOCUS INFORMATION �) y,s —�Y TO f J PLAN REF: SEE SITE PLAN �\ r ) TP— sus t TITLE REF: D1120859 o L�f \ p CO;r� PARCEL ID: MAP 251 PAR. 070 / ZONING: "RB" \ / FLOOD ZONE: "X" COMM UNITY'PANEL: 25001CO562J DATED:07/16/14 SEPTIC SYSTEM F --__�° REPAIR PLAN 7 67' wq y _ rij / / LOCATED AT: 58 LONGVIEW DRIVE CENTERVILLE, MA PREPARED FOR 68 68 DAVID PATRICK WALSH 69 JULY 10, 2017 REV. AUGUST 14, 2017 /_-69 / LOT 55 o o _- of / AREA = 17165 sf+— \. ��' Ft T ;70 �4ss9 i70 LAND COl_IRT PLAN 28749-8 I% �,� I, = i) DA RE M 's PROP. 1,500G __;l �Iv,EIR� Assn MAP251 PCL 70 / / 2—COMPARTMENT 1 `j NQ, 1140 SEPTIC TANK �NI TAR\a ,71 BENCH MARK MEYER & SONS, INC. PLAN /8 — ---- / PAINT SPOT ON P.O. BOX 981 71 — RETAINING WALL SCALE: 1 in = 20 .ft — 70. 56 EAST SANDWICH, MA. 02537 / BARNSTABLE GIS DATU41 0 20 40 \ PH: (508)360-3311 O 10 20 40 FAX: (774)413-9468 meyerandsonstitle5©gm oil.com SHEET 1 OF 2 J 1941 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH SEPTIC TANK GRADE SHALL NOT BE < EL:63.90 FOR A DISTANCE TOF INSTALL RISERS & COVERS OVER INLET & 15' AROUND THE PERIMETER OF THE S.A.S. GENERAL NOTES: EL.=71.10t OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX I PROPOSED S.A.S. NSTALL RISER & COVER All CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL INSTALL LOCKING COVERS IF AT FINISH GRADE INSTALL A RISER OVER ONE CHAMBER- (MIIN) t. SET TO 6" OF GRADE AND SET TO 3" OF F.G. BOARD OF HEALTH AND THE DESIGN ENGINEER.. • F.G. EL.=70.Of F.G. EL.=70.0f F.G. EL: 66.80t 2. ALL WORK AND MATERIALS' SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE f F.G. EL: 66.3(MAX.) LOCAL RULES AND REGULATIONS. 3. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 9" MIN COVER/ TO INSPECTION ANO APPROVAL BY THE BOARD OF HEALTH AND THE • t 36" MAX COVER L = 60' L = 20'(MAX) DESIGN ENGINEER. 0 S=1% (MIN.) EL.=69.0t ® S=1% (MIN.) ® S=1% (MIN.) 4EE 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 4"SCH40 PVC 4"SCH40 PV"C 4"SCH40 PVC 2" OF 3/8" DOUBLE WAS _ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN STONE OR FILTER FABRI 3/4" 1-1/2" ENGINEER BEFORE CONSTRUCTION CONTINUES. DOUBLE WASHED STONE to" 6 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ..INV.=68.0 4 4" 14• RRHMOR 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1,000G '4r INV.=67.75 0 ®®®® THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF COMP. OMp ®®®®®® HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. GA PROPOSED ®®®®®® 7. DWELLING IS SERVICED BY MUNICIPAL WATER. FILTER INV.=64.80 2 ®®®®®®INV.=65.0 DB-3 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ' PROPOSED 2-COMPARTMENT 4' 3 BETWEEN UNITS 4' 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 1.500 GALLON SEPTIC TANK 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. Extsr. SEWER ouTLETS EFFEENGTH = 36.5' INV.=69.23 REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5. INV. ELEV.= 62.90 4 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION f BREAKOUT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM.PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING EL. 63.90 1 NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING PIPE INVERTS PRIOR TO CONSTRUCTION TOP CONC. ELEV.= 63.90 3. �"�� � 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FL (UNLESS SPEC. ) 2) TANK AND D-BOX SHALL BE SET LEVEL AND INV. ELEV.= 62.90! ®® 880 15. THE DESIGN OF THIS, SYSTEM DOES NOT ALLOW TRUE TO GRADE ON A MECHANICALLY COMPACTED ®�aeaaa FOR THE USE OF A GARBAGE GRINDER. SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM EL.= 60.90rEFFECOIr 88088 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 310 CMR 15.221(2) FT. 4' 17. PROPERTY IS LOCATED IN A GROUNDWATER PROTECTION DISTRICT. 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AND FILTER AS REQUIRED SEPARATION 6.0 FT. TVE WIDTH = 13' SEPTIC SYSTEM 'PROFILE SOIL ABSORPTION SYSTEM (SECTION) _ BOTTOM OF TESTHOLE EL: 54.90 (500 GALLON LEACH CHAMBER) N.T.S. S O I L LOGS P#:15379 DESIGN CRITERIA **NO PROPOSED INCREASE IN 'FLOW** NUMBER 'OF BEDROOMS: 3 BEDROOM DESIGN DAILY FLOW: 110 G.P.D. X 3 BR=330 G.P.D. DATE: JUNE6, 201E DARR SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERC RATE: <2 MIN/IN SOIL EVALUATOR: DARREN M. MEYER, RS, CSE GARBAGE GRINDER: YES - DESIGN ACCOMODATES A GARBAGE GRINDER WITNESS: DON DESMARAIS, BARNSTABLE HEALTH SEPTIC TANK: 330 gpd x 200% = 660 gpd USE 2-COMP PROP. 1,50OG SEPTIC TANK Elev. TP-1 Depth Elev. TP-2 Depth LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. x 1.5 = 668.91 S.F. 65.90 A 0" A LOAMY 66.40 0" ' 65.48 LOAMY D 5„ 65.90 s3A/N10 6" USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' STONE ON B LOAMY SAND B LOAMY SAND ENDS, 1 .5' STONE BETWEEN UNITS, 4' ON SIDES: 36.5' L x 13' W x 2' D � 10YR 6/6+ 62.98 35" 63.32 10YR 6/6 37" C C , BOTTOM AREA: 36.5 x 13 = 474.50 SF SIDE AREA:, (36.5 + 13) X 2 X 2 = 198 SF MEDIUM MEDIUM TOTAL SQUARE FEET PROVIDED = 672.5 vs. 668.91 REQ'D PERC TEST SAND SAND 0 61.38 2.5Y 6/4 2.5Y 6/4 DESIGN FLOW PROVIDED: .0.74(672.5 S.F.) = 497.65 G.P.D. vs. 495 G.P.D. req'd 54.90 132" . 55.40 132" OF M"4ss9�y PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE <2 MIN/IN. (-Cl- HORIZON) D R N 58 LONGVIEW DRIVE, HYANNIS, MA ME NO GROUNDWATER OBSERVED Prepared for: Walsh System Design and Topography Plan by: SCALE DRAWN DATE • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 'PEG!$ MEYERASONS,INC. N.T.S. DMM 07/10/17 PO BOX to conduct soil evaluations and that the above analysis has been performed by me consistent with the sq �P� E4STSA Bf NiTAR 1, REV DATE CHECKED SHEET N0. requirements of 310 CMR 15.017. I further certify that I have passed the Soil Eval. Exam in October, 1999. � EASTSANDWlCH,MA02537 506-362-2922 08/14/17 DMM 2 Of 2