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HomeMy WebLinkAbout0086 SEVENTH AVENUE (HYANNIS) - Health 86 SEVENTH AVENUE .,1 = ` Hyannis A= 246 - 142 - No. `y Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plicati f r ]Disposal 6pstem ConstrULtion Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. , e Vr- 1/ V/ Owner's Name ddrej;,andTpl.No. Assessor's Ma /Pazcel e-#A/0 /G � Installer's Name.n A dress,and Tel.No. 0 a,-�/?O'q73 Designer�Nanste,Address,and Tel. ✓os�,vh ON �`vrvD S ✓ice '��'���/L L Gas-i�.e77- IX7 .V1e r Type of Building: J 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 3 0 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title �T Size of Septic Tank Type of S.A.S.`-Tp- -tc 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 Health. Signed Date Application Approved by Datet2 l Application Disapproved by Date for the following reasons Permit No. p2(� Date Issued 271 e a ' No ,.. cJ Fee( D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPlicati f r Disposal 6pstem Construction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) �196mplete System ❑Individual Components Location Address or Lot No.&� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ". Installer's Name,Address,and Tel.No. 5-0$- yl U-c17 5 -Designer's Name,Address,and Tel.No. s UZ- i i r 2 ` /�/ate �e� �l� S 5-7�72 L12ZAL Type of Building: Dwelling No.of Bedrooms _ Lot Size-;`F s = sq.ft. Garbage Grinder( ) Other Type of Building t r No.of Persons (' t Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided (' gpd Plan Date Number of sheets Revision Date r r Title Size of Septic Tank VY2 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ` F 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 / c-, / ' 'i - �i Date Application Approved by V Date w- Application Disapproved by Date 4. for the following reasons Permit No. Date Issued ------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Comoliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by�n s.;.P f?G, lL _.,. at /r ; r /-ii� / 6�11/� ;°/�/;��Z� -10 <" has been constructed in accordance with the provisions of Title >>5 and the for'Disposal System Construction Permit No. y ��0 dated `] Installer,L5',-/ Z/_-' Designer� /. #bedrooms Approved design flow 7 Z �' gpd The issuance of this permit s hall not be construed as a guarantee that the system wil fun i as desig d. Date Inspector No. f C( � �. U Fee l� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct 1, ) Repair( ) Upgrade(may Abandon( ) System located at / I 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. , Date �„ ' / 1 Approved by V Town of Barnstable FZHE Inspectional Services s BAMSTABL Public Health Division 10 9. Thomas McKean,Director '°rEo IVIA�a 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form ® A Date: �J�S07-0 Sewage Permit# q�' Z`Assessor's Map\Parcel 2` 6 A--7 Designer: ',To M -c�1 LLB.-i`J Installer: Address: _ TI,40eduy NsSoc- 1*A(.Address: l lk p Dear 0"13 " On 6 .9/ OV-was issued a permit to install a (dat (inst r) . septic system at 84' S�JQ� Pt*t O&L-Z based on a design drawn by (address) A. b? Il t_ l; .? LS dated SLZA l ��(� (designer) XI 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. 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(if required)was inspected and the soils were found satisfactory. �.� nA> certify ertif thatt asystem etters f applicable) above was construct di' on E g'pI e with the to rms of approval ( pP ) JOHN M. �, '�c* ti O'REILLIf'4 CD '�, (Inst011er' Sign tore) CIVIL c" NO.36200 � (Dew _ gnature) (AffixI e-igh tamp Here) PLEASE RETURN TO/BARNS LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT HE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WonWeptAHEALTHISEWER connedSEPTICtDesignerCerlifoation Form Rev&14-13.DOC ` Town of Barnstable P# � ppTME Department of Regulatory Services y BAMSTABLE,' Public Health Division Date " 7 MASS. a i a6Jq. wee 200 Main Street,Hyannis MA 02601 Date Scheduled / Time Fee Pd. P Soil Suitability Assessment for Se e Disposal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION Location Address Owner's Name Stafford ' 86 Seventh Ave., Hyannis Address 35 Davelin Rd.Wayland, M Assessor's Map/Parcel: 246/ 142 Engineer's Name Matthew T. Farrell NEW CONSTRUCTION REPAIR X Telephone# 508-896-6601 cs Land Use_0 Slopes(%) 0_3 Surface Stones Wp Distances from: Open Water Body--L--00 ft Possible Wet Area�ft Drinking Water Well `^1,+ -ft Drainage Way_�ft Property Line ft Other RA. ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ' , Alf y i .fio C� Mkt V_ Parent material(geologic) a 6_%1 1 t'l q OLw#61,T Depth to Bedrock Depth to Groundwater: Standing Water in Hole: PIN Weeping from Pit Face _ (�J 't 40 •�/ Estimated Seasonal High Groundwater tlka- DET IMINATION FOR SEASONAL HIGH WATER TABLE Method Used: N& Depth Observed standing in obs.hole: 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 Date Time Observation Hole# Time at 9" Depth of Perc Time at 6" St fv 1�_ Start Pre-soak Time Q. Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed)— Site Failed: Additional Testing Needed(YIN) 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 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,Stones,Boulders. Consistent %Gravel --30 `B F-S►— 5 P+A G► FSL bfirm S-► G L b rl P DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �f Consistent %Gravel tL-70 SL fvm 0_171& C7Shp DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel U5 6 �� atqLf J S 101 cl FSL- e y 1 L 4,fiL �c DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil ther Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones,Boulders. � �rl1 �'1e Consistency,%Gravel / �/ 1 Ur Z 5N z. Flood Insurance Rate Man: �( Above 500 year flood boundary No_ Yes /D Within 500 year boundary No Yes_ - Within 100 year flood boundary No Yes_ Death of Naturally Occurrine 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? )k-5 n � E}p15 If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I passe he soil evaluator examination approved by the Department of Env i o ental Prote ' n and th e above analysis was performed by me consistent with the required tr e experie describe in 31 CMR I5.017. Sig ire Date 5—Z 1 Q:\SEPTIC\PERCFORM.DOC JA. O'Reilly & Associates, Inc. Sheet F1 of F1 1573 Main Street 508-896-6601 PHONE P.O.Box 1773 508-896-6602 FAX Brewster,MA 02631 Sieve Analysis Data & Computation Sheet Job#: 8682 ! Date: 2/28/19 j Job Name: REEF { Notes: Sample#: TP1/C2 ! Collected By: MTF ( j i Tested By: GMB i i Weight Percent Cumulative Project Sieve Opening Sieve' Retained In Mesh In Grams Retained Percent Manual Millimeters (Cumulative) (Cumulative) Finer Specification 4.75 4 5.7 5.7 1 2.12 2.12 1 97.88 1 —� 2.0 10 8.7 14.4 3.24 5.36 j 94.64 �' 0.425 40 118.9 133.3 44.27 49.63 0.37 5 i 0.075 200 128.6 261.9 47.88„97 51...1 2.49 ...... _ PAN PAN 6.7 268.6 2.49 100 00 ( F—m— 1 Passed Mesh Sieve Total i 268.E 1 [100 01 . { Sample Weight Wet: 287..4__. ....... Notes: Sample Weight Dry: 269.6 Percent Moisture: 6.19 FINE SAND ! Sample Weight Passed F268.6 Through Sieves: T131 X-5' Sieve Analysis Table R Sieve Opening (MM) Sieve Mesh Retained Weight Retained in Cumulative Weight o/o Cumulative % Cumulative grams Retained in grams Retained % Finer 4.75 4 5.7 5.7 2.12% 2.12% 97.88% 2 10 8.7 14.4 3.24% 5.36% 94.64% 0.425 40 118.9 133.3 44.27% 49.63% 50.37% 0.075 200 128.6 261.9 47.88% 97.51% 2.49% pan PAN 6.7 268.6 2.49% 100.00% 0.00% Passes through sieve 268.6 Wet Weight Dry Weight Water content 287.4 269.6 6.19% CAFE COWS 110 mHD➢DHR D 24 School Street SI PO Box 186 Wesl 508.3 D8.3 9G. D2610 7FY 1: .309D is 508.7W.1406 I i A 39'-O° 5'-0' 16'-0't� C 10'-4' A e ` RINSE A5.1 AS.I A3.1 STATION N E D U L E �° °0 0• 0 n TAG 81ffi ROU4F!OPENING NOTES QTY. LAV. In __ _— — --- Ty D. 16 ? c r---------1 A TW2046 Z'-IO 1/B'z 4'-0 7/e' 9 1 1 47 m C W.I.C. c B TW28 -2 VERIFY WITH MNF. 2 v p U I I 46 N N GREAT I ' I F C TW20"-3 VERIFY WITH MNF. TEMPERED I (� dp i 4 Z' ROOM ROOM _M1— :. " D AWZSI 2'-5'z 2'-5' 7 C v] BDIOICE c [1A TER O E 7Wp442-Z VERIFY WITH MNF. 5 BATH J F A%3I 9'-O-I/Z'x 2'-0' Z 5/0• ON T-I- TYPE X GYP. I G A�51 VS'x 2'-0-5/0' Z _, ALL COMMON HOUSE ® 0 36'X60' �--+ N WALLS 4 CEILING 16'-6' EllR H TW24910 2'-6 I/B'z 4'-O 7/B' TEMPERED IN FOUNDATION WALL 7 0 0 cd �. jI:.""••, C/O DF1 `? - WINDOW BI>rn BAKED ON ANDeRSEN e 43I O ® T REFER TO SPECIFICATIONS FOR MANUFACTURER, COLORS AND ACCESSORIES. 00 j ^ ONE CAR HEAT �I PWSH FRAMED STEEL BE4t ABOVE DN. -- o EACH BEDROOM SHALL HAVE 3.3 SG.FT.NET CLEAR OPENING.NET CLEAR OPENING SHALL BE 20'x24'IN -- — .- EITHER DIRECTION AND SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44°.VERIFY ALL ROUGH QI •� GARAGE DET. I'- 4'-B' .� ; OPENINGS WITH SUPPLIER. �i UNHEATED I I 910 D PROVIDE IXTEN5ION JAMBS FOR WINDOWS IN 2 x b WALL CONSTRUCTION W-D° O :a< I `� SMOKE D O O R 5 C N E D U L E — �I TAG TYPE SIZE ROUGH OPENING NOTES I�IIp m I- o j y HATER o I INSULATED FIBERGLASS,2 PANEL CRAFTSMAN, b LITE 50" BEE SUPPLIER 12'SIDELIGHTS KITCHEN nw E92 m Z INSULATED, RAISED PANEL O.H.DOOR 9070 BEE SUPPLIER I - 3 INSULATED FIBERGLASS, 9 LITE 50" 3'-2 1/2'x 0-17' 14'-e' ,2'-4' 3'-b' 9'6° 14'-O' O 4 INSULATED FIBERGLASS, 15 LITE 30" 3'-2 I/2'x&'-11' 36° UP rr SEE PLANS FOR B O I I5 - O TEMPERED GLASS LOCATIONS B C 7'-2' II'-10° 11'-10' I 7'-2' w z0 zD Z. O g w _ 2 i_0. 31'-0. ,r m U z ro w w 2 z w 0 0 m 4 N ¢ p � r - ro FIRST FLOOR PLAN SCALE: 1/4' m 11-0 FIRST FLOOR GROSS LIVING AREA. I,I95 OF ~ C g SECOND FLOOR GROSS LIVING AREA. GOO OF m BONUS ROOM, 390 SF ro O $ N m TOTAL GROSS LIVING AREA, 2,265 9P rn x x x m 3 a a I FIRST FLOOR PLAN d A2. 1 { i CAPS COD'S BOMBBOODHt 24 School St— West D—i,MA 02670 1:506.394.309D 1:606.760.1406 f N 8 t 6'_0' IO-O' Z9'-IO' 12'-10' i A r-=-- - -------------- ---- --------------------------------- --------- --- - ----- ------� ' ` ��� W I N D O W S C N E D U L E TAG SIZE ROUGH OPENING NOTES CITY. ' UNFINISHED EAVES n •, I n VlALEE 'J7p s GLST A TW2B46 2'-10 VB'x 4'-S 7/8' 3 ,z' — �i/ <✓>;.;i-,v u.i-u.;,z ","::si == n<r-di'i�;-'sue' - '� - _= B TW2046-2 VERIFY WITH MNF. 2 V 9�e 5'KNEE I 9Cc - BATH C I 4'KNEE I C TI-ab"-5 VERIFY WITH MNF. TEMPERED 1 �l9 I WALL I ��q ; WALL I D AW251 Z'-5'x 2'-5' 7 ,� y --� L------------------ ------------ ^m L > N _ ----o---- E TW2442-Z VERIFY WITH MNF. B �f/] SM LIN. M1, F A1OI 31-0-1/2'x 2'-5' Z y U ONUS ROOM DEf. / —= G A3251 7'-I-I/B'x W-0-5/B' 2 � B N T / SDMOKE M1 I SMOKE/GO I I ET. a _p° 7_p° H TW24310 2'-6 I/B'x 4'-O 7/5' TEMPERED IN FOUNDATION WALL 1 y cd b O ------- WAC SMOKE o WINDOW SIZES BASED ON ANDERSEN ---� r- DET. .3 5'KNEE I 9 REFER TO BPEGIFICATIONS FOR MANUFACTURER, COLORS AND ACCESSORIES. y;y 00 P� I WALL I 13 LOFT EACH BEDROOM SHALL HAVE 3.3 BO.FT.NET CLEAR OPENING.NET CLFAR OPENING SHALL BE 20'124 IN a BEDROOM #3 BEDROOM #2 EITHER DIRECTION AND SHALL HAVE A BILL HEIGHT NOT GREATER THAN 44'.VERIFY ALL ROUGH _ — -- OPENINGS WITH SUPPLIER. 13'-6' 10'-6° 14'-0°1 PROVIDE EXTENSION JAMBS FOR WINDOWS IN 2 x 6 WALL CONSTRUCTION n n __ __ y, ----� `• r---- D O O R S C H E D U L E 5'KNEE 5'KNEP I 9� TAG TYPE SIZE ROUGH OPENING NOTES WALL WI I 1 INSULATED FIBERGLASS,2 PANEL CRAFTSMAN, 6 LITE 50" BEE SUPPLIER 12'SIDELIGHTS 2 INSULATED, RAISED PANEL O.H.DOOR 9070 SEE SUPPLIER A9.1 v O G G I I O " i B INSULATED FIBERGLASS, 9 LITE 3065 W-2 1/2'x V-11' 0 J — -f� 4 INSULATED FIBERGLASS, 15 LITE 9068 9'-2 I/2'x 6'-II' 0 0 B C t A3.1 I - O* SEE PLANS FOR yt TEMPERED GLASS LOCATIONS 6'-0' 10'-O' 6'-O' 4'-2' 9'-0' I7'-B' 9'-0' I 4-2° z u, o w z0 z 0 " SECOND FLOOR PLAN h iw SCALE: 1/4" m 1'-0" o o 0 N ¢ ZO a FIRST FLOOR GROSS LIVING AREA- 1,195 SF m SECOND FLOOR GROSS LIVING AREA, 6W BF y BONUS ROOM. 990 BF TOTAL GROSS LIVING AREA, 2.265 BF 2 � a m LL h l S S 0 y x x x a SECOND FLOOR PLAN A2.2 Hyannl5, GENERAL NOTES: SOIL TEST LOGS: 5Y5TEM DE51GN CALCULATIONS: MA A.)NEITHER DRIVEWAYS NOR PARKING AREA5 ARE ALLOWED OVER 5EPTIC SYSTEM TEST HOLE 1: EL=18.5+ TEST HOLE 3: EL=18.2± _ SEWAGE DESIGN FLOWr UNLESS H-20 COMPONENTS ARE U5ED, DEPTH FROM 501L 501L SOIL 501L OTHER DEPTH FROM SOIL 501L SOIL SOIL OTHER 3 BED 0 LLING Q 1 10 GPD = 330 GPD SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING Route 28 - 13.)THE DESIGNER WILL NOT BE RE5PON51BLE FOR THE SYSTEM A5 DESIGNED UN- (INCHES) (USDA) (MUNSEL) (INCHES) (U5DA) (MUNSELL) LEACHING CAPACITY REQUIRED, LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING, 0-8 A LoaMy Fine Sand I OYR 2 NONE O-! ! A Loamy fine Sand !O 3 BEDROOM (MAX.)2 NONE {a,) 110 G D = 330 GPD REQUIRED fl. aspMa� co 8-30 B Fin San Loam I OYRS G NONE 1 1-31 B Fine Sand Loam 1 OYRS G NONE SEPTIC TANK CAPACITY REQUIRED, n C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL _ St 3 UNDERGROUND AND OVERHEAD UTIUTIE5 PRIOR TO COMMENCEMENT OF WORK. 30-124 I Fin Sand Loam 1 OYR4 G NONE 3 I-10I C 1 fine Sand Loam I OYRfI•G NONE DAILY FLOW= 3 G @ 2 O - GGO GAL.REQUIRED 124-1 G5 C2 Fine Sand I YR7 2 NONE I O I-14G C2 Fine Sand f OYR7 3 NONE SEPTIC TANK CAPACITY PROVIDED, K I G5-1 G8 C3 Fine Sand Loam I OYR4/G NONE 14G-151 C3 fine Sand Loam I OYRG/2 NONE 1500 GALLON SEPTIC TANK(MIN.ALLOWED) CONSTRUCTION NOTES: cocas TEST HOLE 2: EL=18.4± TEST HOLE 4: EL=19,0± LEACHING CAPACITY PROVIDED, DEPTH FROM 501L 501L SOIL 501L OTHER DEPTH FROM SOIL 501L 501L SOIL OTHER ONE 1)G3, x 5K ,0'LEAC G TRENCH CAN LEACH: 1.)ALL CONSTRUCTION 5HALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=((G3.0 X 3.0) + (G3.0 X 2.0)2 + (3.0 X 2.0)21 X 0.74 GPD/5F= 335.22 GPD Craigvdle Road TITLE 5,AND THE REQUIREMENT5 OF THE LOCAL BOARD OF HEALTH. (INCHE5) (USDA) (MUNSELL) (INCHES) (USDA) (MUNSELL) 335 GPD>330 GPD REQUIRED _ O-i 2 A Loa fine Sand 10 2 NONE 0-12 A Loam Fine Sand IOYR 2 NONE NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN, o' 2.)SEPTIC TANK(S), GREASE T'RAP(S), D05ING CHAMBER(S)AND D15TRJBUTION INSTALL, BOX(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HA5 BEEN MECHANICALLY 12-30 Fine Sand Loam I O 5 G NONE 12-31 B fine Sand Loam I O 5 G NONE ONE(I) - 1500 GALLON SEPTIC TANK s COMPACTED,OR ON A G INCH CRUSHED STONE BA5E. 30-127 C I Fine San Loam I OYR4 G NONE PERCHED WATER " 31-12G C I Fine 5and Loam I OYR4 G NONE ONE(1)- 1 OUTLET DISTRIBUTION BOX(H-20 Rated) D 127-178 C2 Fme 5and I OYR7 2 NONE WEEPING IN 140 12G-178 C2 fine Sand 1 O 7 2 NONE ch 3•)5EPT1C TANK(5)SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE EL=G.73 ONE(1 j G3.0'x 3.0'x 2,0`LEACHING TRENCH, MIDDLE LOADED n► AT LEA5T THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- m Nantucket Sound TOM OF THE SEPTIC TANK TO THE FLOW LINE 5HALL BE 4$". DATE OF TE5TING: 2/19/2019 NOT TO SCALE 4,)SCHEDULE 40 PVC INLET AND OUTLET TEE5 SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN "C2"LAYERS, CONFIRMED WITH 51EVE ANALY515 5EE ATTACHED WITNESSED BY: MATTHEW T. FARRELL,EIT,J,M. O'REILLY#ASSOCIATES, INC, m ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5HALL.BE INSTALLED ON THE DON DESMARAiS, AGENT,BARNSTABLE HEALTH DEPARTMENT PLAN BOOK 34 PAGE 23 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, NO WATER ENCOUNTERED $ DEED BOOK 3 17G9 PAGE 183 5.)RAISE COVERS OF THE 5EPTIC TANK AND DISTRIBUTION BOX WITH PRECAST U5E A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 501L A550RrTION 5Y5TEM. CD ASSESSORS' MAP 24G PARCEL 142 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEE5 TO WITHIN G"OF FINfSH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. IL G.)PIPING 5HALL CON515T OF 4"SCHEDULE 40 PVC OR LEGEND EQUIVALENT. PIPE 5HALL CERTIFICATION E BE LAID ON A MINIMUM CONTINUOU5 GRADE OF NOT LE55 THAN I%, I CERTIFY ON (DATE) I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE 7.)DISTRIBUTION LINE5 FOR 501L ABSORPTION 5Y57M (A5 REQUIRED)5HALL BE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALY515 WA5 PERFORMED BY ME CON515TANT WITH _- - 32 EXISTING CONTOUR 4"DIAMETER 5CHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED THE REQUIRED TRAINING,EXPERTISE AND EXPERIENCE DESCRIBED IN 31 o CMR 15,017. —32 PROPOSED CONTOUR AT END OR A5 NOTED. PIPE TO HAVE DISTRIBUTION HOLE5 EVENLY SPACED x 12.34 EXISTING SPOT GRADE MINIMUM SIZE 3/8", MAXIMUM SIZE 5/8", Signature Date 24x5 PROPOSED SPOT GRADE 5.)OUTLET PIPE5 FROM D15TRI13UTION BOX 5HALL REMAIN LEVEL FOR AT LEA5T Abutting Dwelling Existing Overhead —W— WATER SERVICE LINE 2'I3EFORE PITCHING TO 501L ABSORPTION 5Y5TEM, WATER TEST DI5TRIBUTION HCG21.3 Box To A55URE EVEN D15TRIBUT►ON, Electric Service --0— OVERHEAD UTILITY SERVICE 9.)DISTRIBUTION BOX 5HALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW —U— UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. _G_ GAS SERVICE LINE 10,)BA5E AGGREGATE FOR THE LEACHING FACILITY 5HALL CON515T OF 3/4"To ROPOSED RINSE STATION S TEST HOLE/ BORING LOCATION 1-1/2"DOUBLE WA5HED STONE FREE OF IRON, FINE5 AND DU5T AND 5HALL BE ST SEPTIC TANK IN5TALLED BELOW THE CROWN OF THE DI5TRIBUTION LINE TO THE BOTTOM OF THE Existing 3 Bedroom Dwelling DB DISTRIBUTION BOX 501L ABSORPTION 5Y5TEM, 5A5E AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF I/8"TO 1/2"DOUBLE WASHED 5TONE FREE OF IRON, FINES AND DUST. TO BE REMOVED SA5 SOIL ABSORPTION SYSTEM 1 1.)VENT 501L ABSORPTION SYSTEM WHEN D15TRiBUTION LINE5 EXCEED 50 FEET; Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, C UTILITY POLE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRE55URE D05ED. ® CATCH BASIN 12.)501L A85ORPTION 5Y5TEM 5HALL BE COVERED WITH A MINIMUM OF 9"OF FIRE HYDRANT CLEAN MEDIUM SAND(EXCLUDING TOP501Q. 0 WELL 13,)FINISH GRADE SHALL BE A MAXIMUM OF 30 OVER THE TOP OF ALL 5Y5TEM ® DRAINAGE MANHOLE COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER Catch Basin AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 6e N LOTS 287289 _ IN CONCRETE BOUND (CB), FOUND 14.)FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION 5Y5TEM UNTIL — — — - 6 x 18.5 nn O 7039 'r— — TOP OF BANK !,R t +( x 21,1 x 21 A Area=8;0005F± — RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- M 2� R R +1 x x LIMIT OF WORK TION SYSTEM 511ALL BE STAKED AND FLAGGED TO PREVENT THE USE OF 5UCH Utdi Pole: No# q1 60 100.OO' S7 m --�-�— FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE 5Y5TEM. E c Wire Pence - z09 N -- _ CB FND ........�� EDGE OF CLEARING 15.)SUBSURFACE COMPONENTS OF A SYSTEM SHALL NOT BE 15ACKFILI ED OR I PROPOSED UG x 21,3 21 OTHERWISE CONCEALED FROM VIEW UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED ELECTRIC ` R BY THE APPROVING AUTHORITY AND PERM15510N HA5 BEEN GRANTED BY THE APPROVING x "' _.__w.. AUTHORITY TO BACKFILL THE 5Y5TEM. THE DESIGNER SHALL INSPECT THE CON NTG UCTION ,• HCH2o, -n AFTER THE INITIAL EXCAVATION, PRIOR TO BACKFILLING, AND DURING BACK I L S21 •8 ',... .. IN ADDITION,THE FINAL INSPECTION OF THE 5Y5TEM 5HALL BE CONDUCTED BY THE ZONING TABU. 1.2,0`± APPROVING AUTHORITY,THE 5Y5TEM INSTALLER AND DESIGNER PRIOR TO THE ISSUANCE I PROPO D OF A CERTIFICATE OF COMPLIANCE PUR5UANT TO 310 CMR 15,021(3), ANY COMPONENT !\ GRAVEL 8;5'± AP-AQUIFER PROTECTION OVERLAY OF THE 5Y5TEM WHICH HA5 BEEN COVERED WITHOUT 5UCH PERM15510N SHALL BE > 120'TO COASTAL BANK DRIVE PROPOSED N204 UNCOVERED UPON REQUEST OF THE APPROVING AUTHORITY OR THE DEPARTMENT, LOCATED BEHIND 87 SEVE HAVE. Gq GE PROPU5Ep 3 _ Existing 4,Orangeburg Wastehne BEDROOM ` Installer SEE NOTE 17 R6 RE51DENTIAL D15TRICT 1 G.)501L REMOVAL, ALL A, B#C I LAYERS (TEST HOLE 2#4), 5HALL BE REMOVED E Pn,l ` . T05 205=!- DWELLING FOR A DISTANCE OF 5'FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER;EL=7.8, AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO i x5T09 i TOE`Et=2 I ,5± ''1 p a ! REQUIREMENTS, MINIMIZE SETTLING.SAND FILL MU5T MEET SPECIFICATION OF 310 CMR 15,255(3) CONSTRUCTION IN FILL. A 51EVE ANALYSIS MAY BE REQUIRED BY THE LOCAL I `—q PROPOSED WATER ut '; 1 � HC P0.9 LOT SIZE 43,5GO SF APPROVING AUTHORITY. SERVICE Ste Ox8 - FRONT SETBACK 20 FEET —w—w w ` w—w--w w—v�—w w 40 .9n i4 17.) EXISTING SEWAGE D15PO5AL 5Y5TEM, AFTER SEVERAL ATTEMPT5 TO LOCATE THE 9 51DE SETBACK 10 FEET THE EXISTING SEWAGE SYSTEM, WILL NEED TO BE UNCOVERED U51NG A BACK HOE C17s�.f R o� O �� REAR SETBACK 10 FEET N EQUIPMENT 15 ON SITE TO REMOVE 4R s,e p ,,.R. I+ /�� '\` 00 00 ii,� OR EXCAVATOR.TH15 WILL BE COMPLETED WHEN EQU (� [[11 '19•0 UILDING 30 FEET THE EXISTING DWELLING. IN5TALLER TO CONTACT ENGINEER TO AS BU ILT THIS LOCATION I V pg ,_p 1 1 R os 9 FRONTAGE EIGHT 20 FEET AND THE DE51GN PLAN 5HALL BE REVISED TO 5HOW TH15 LOCATION, EXISTING 5Y5TEM, Q ` E P 7,3 00 4 E +ies �.� HCD21,o WIDTH 100 FEET ASSUMED CESSPOOL#OVERFLOW, SHALL BE PUMPED AND REMOVED. ( R s.4 _�� PROPOSED LOT COVERAGE ANY CONTAMINATED 501L5 WITHIN 5 OF THE PROP05 ED SAS 5HALL 8E REMOVED. _ RESERVE �; Pre-EXI5tincj G' Block Cesspool ANY flU U5ED WITHIN 5 OF THE 5A5 SHALL BE PER NOTE 1 G ABOVE. I ' t _ _ _x I.O.1' Crushed and Removed LOT AREA 8,000 SF± R 1 0: is o Oc Pre-Existing Concrete Leach Pit, With Stone LOT COVERAGE: CB FND, _ __..�._ 19 a Crushed and Removed House 1,594 SF± R k1.... 9 _ 9.2 - `9' _ TOTAL 1,5945P± 91 Ole X 19,4 © 6 COVERAGE=(1,594/8,000)X I oo9lo= 19.9% 3 I.5 3 " C Edge of Pavement EOP19,4 63, PLAN Fine ne V V a� GRADE PLANE CALCULATION f SCALE I20' (40'Wide - Private Way) BENCHMARK: NORTH: 19.4+20,2/2= 19,8 Top of Concrete Bound SOUTH: 15,5+18.2/2= 15.4 THIS AREA IS 5ERVED EL=19.8.t (1988 NAVD) EAST: 20.2+18.5/2= 19,4 DY TOWN WATER, WEST: 19.4+18.2/2= 18.8 GRADE PLANE EL=19.1 — -- — MAX PEAK EL= 30'+19.1 EL=49.1 DWELLING 2G.0 FEET FROM GRADE PLANE DBOX PROPOSED HEIGHT: 2G.0 + 19.1 = 45.1 4"PVC OBSERVATION PORT __ -- - ----- - ----- - -- --- ----- -- -- - -- 3' PEAK EL= 45,1 < EL=49.1, HEIGHT OK 5' LATERAL SOIL REMOVAL 5'SOIL REMOVAL 5EE NOTE 16 SEE NOTE I G 5A5 PLAN VIEW SCALE: I" = 10' FLOW PROFILE: NOT TO SCALE REVISED PLAN, 1211 G/19: ADDED THE OLD SEPTIC LOCATION FROM THE PRE-EX15TING 24"DIAMETER CONCRETE COVERS DWELLING. RA15ED TO WITHIN G"OF FIN15H 4"PVC TOP OF FOUNDATION GRADE(OR A5 NOTED) INSPECTION PORT, REV15ED PLAN, G/5/19: REMOVED OUT5IDE 5HOWER, PROPOSE RIN5E STATION, EL= 21,5± (5EE NOTE#5) WITHIN 3"F.G. EXISTING SEPTIC LOCATED AND SHOWN, NOTE 15 CORRECTED, ESHGW CALCULATION . : pro sed EL 19.G± Pro osed EL=19.3± Pro osed EL- 19,2± INSPECTION NOTE: AND ADDED TO FLOW PROFILE, CORRECTED TRECH LENGTH TYPO. +i PRIOR TO FINAL INSPECTION BY THE ENGINEER, 5Y5TEM ` _ Spaf r� Res Cl p 30"Proposed NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. Pi lil.i 18.4± �� p �� � ();= � �rt�OF���,�' �. (9 Min-3G Max)M do Jim Hagerty, Reef, Cape Cods Home Budder, PO Box I SG, West Dennis, MA 02G70 JI/ 2'"LAYER OF 1/5" 1/2"STONE � , M. A �; �'REILLY M PROPOSED SITE � 5EWAGE D15P05AL DESIGN ®fin 9.1" I CIVILc 17.50 17.25 foil 14 17.00 !G.25 / -F— 3/4"- 1-1/2 STONE . a NO. 382(1t ;; 8G Seventh Avenue, Hyannis, MA 31 1 G.48 I G.31 2' I G.09 4 o T ��e�'Tr���='�`�� f SAS BAFFLE 2"DROP 14.z5 J.M.JMQ REILLY & ASSOCIATES, INC. 0 14.25 HIGH GROUNDWATER LEVEL CALCULATIONS: Professional Engineering & Land Surveying Services h LEACHING TRENCH .«... G.1 (5 MINIMUM) 0 G3.0'x 3.0'x 2,0' Depth To Water Table(2/19/19): 1 I.G Feet(EL= G.7) Longest Run n Appropriate Index Well: T5W-89 1573 Main Street - Route 6A �--24 4' Water Level Range Zone: A(2-2,99') 0 20 40 GO P.O. Box 1773 1500 GALLON 10-3 EL=8,1 HIGH GROUNDWATER(ESHGW) Current Depth To Water Level For Well(2/20.19): 7.!' (508)896-6601 Office Brewster, MA 02631 (508)886-6602 Fax SEPTIC TANK D-BOX _ 1.4 Water Level Adjustment: 1.4or DATE: 5CALE BY: CHECK: JOB NUMBER: 31,5' Estimated Depth To High Water: 10,2 Feet(EL=8,1 ) SCALE 1"=20' H-20 —EL=G.7 OBSERVED PERCHED GROUNDWATER O2/19/19 5/2 I/1 9 As Noted MT JMO JMO-8G82 G:1AAgobs\REEF5tafford8G82\Reef8G82sds.dwg