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HomeMy WebLinkAbout2211 MAIN ST./RTE 6A(BARN.) - Health 2211 Main St./Rte 6A Barnstable A—237 - 037 TOWN OF BARNSTABLE LOCATION .N,,44 SEWAGE# VILLAGE_ —� ZL� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. G . 1- 6 —� 3 SEPTIC TANK CAPACITY � v LEACHING FACILITY:(type) &9<i —4A (size) NO.OF BEDROOMS OWNER_OQh u)," 't2i2LL-P PERMIT DATE: <;�7_L—1 I 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 � wS+� N CA � r r a No. � L �/.' V Fee THE COMMONWEALTFJ OF MASSACHUSETTS Entered in computer: c PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 2pphLation for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair( �Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. o90// A Owner's Name,Address,and Tel.No. �P3 caadt j P�4TaA .c,�y,—+nC !oa GA24CSCela� CT" Assessor's Map/Parcel QQ/d�✓i4 b Installer's Name,Address,and Tel.No.TOO-VZi-bl%yll Designer's Name,Address,and Tel.No. p o t60x,20 1W16-ra qD 3(4q,A4C@ l/n 5(_, S »S D3C�ilg !W. 6—X. 73 Type of Building: Dwelling No.of Bedrooms .3 Lot Size V�I so sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 5 V I Lf I �U I Number of sheets J Revision Date Title %4Zi, 16h ►&'m )qLawd, gall A P i,,A- d?)&vrt,o��2 �¢ao(-ee_ �4r✓r Size of Septic Tank �cl`s 15ey(� Type of S.A.S. eX154*11 C3� SIXf � 33•S Description of Soil Nature of Repairs or Alterations(Answer when applicable) S (,C. j %6 �' � Work. Date last inspected: Agreement: The undersigned agrees to ensure the construction and enance of t afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro 1 Code and n o place the system in operation until a Certificate of Compliance has been issued by this Board of Healt . Signed '� / Date 1Y/1 9 Application Approved by 04� Date Application Disapproved by Date for the following reasons Permit No. Date Issued i No. 1/f ( Q Feed^ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN,OF BARNSTABLE, MASSACHUSETTS 4pliCation for Disposal �&pstem Construction Permit Application for a Permit to Construct( ) Repair( )"'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. as Owner's Name,Address,and Tel.No. �?� CT Assessors Map/Parcel (3C7,Zm� , + Installer's Name,Address,and'Tel.No. j U�s.y P FS-d,X_ Designer's Name, dress,and Tel.No. , �f �©r 01c6LL C"'vnsv i-CX_ P a Ply-,x!icy e6a C? 3 9 Type of Building: Dwelling No.of Bedrooms Lot Size y Y /SU t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) F Other Fixtures Design Flow(min.,required) gpd Design flow provided gpd Plan Date .' / ];*'� "{ q Number of sheets j Revision Date Title 140. •job t LIIA w, l 1 +1 WX.L 1 +tL f ! _e n r e Size of Septic Tank l, I,4 yn Type of S.A.S. Description of Soil *'. Nature of Repairs or Alterations(Answer when applicable) .1„)c,Sri ( r„f,•,, /, ,,�` � CT� ; � ,� �. t 0 C,e \ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenanc'e of thhe afore described on-site sewage disposal system in, accordance with the provisions of Title 5 of the Enviromn .ta1 d and no 6-place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed /' ^^ Date 9 Application Approved by t1A i. Date 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 , i at ! /�,,, ✓ _ 4 has been constructed iri accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..I(-)J q1 todated I f /=4 Installer r e_ �iLar3c 4-4 � � �( Designer Pj�a C,r r�,i 't #bedrooms '� Approved design flow gpd The issuance of this permit shall not b construed as a guarante\�'that the system will functio a esibed. Date °, Inspector y' --------------/ Z�-,,---------,--/-�------------------------------------------------------------------------------------- =--------------------- No. a()I "i- D Y Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission.is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at i, _:Y« 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 I Approved by 4A on.C Ad � -► ins ' TOWN OF BARNSTABLE LOCATION ZZ it RA c GA SEWAGE# ZO1-) - 21,4 VILLAGE—3a A SAoS)L ASSESSOR'S MAP&PARCEL 23-7 - 3`7 INSTALLER'S NAME&PHONE NO. ExCsaUc_-;1 odd SEPTIC TANK CAPACITY /SOO 4o-J LEACHING FACILITY. (type) SOO S�a 1 c. 3 (size) 13 x 33 x 2 NO.OF BEDROOMS Z A--iva-1 - y flcs*9cN OWNER -Do,,;,J— 1CilO1-17 PERMIT DATE: $-4-1`1 COMPLIANCE DATE: $-)O- 07 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 nG� > f� 3 W N N t F7781 sHE p � � � n PV �. A -- . . A W d b Z No. 1 Fee t v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppfitation for Misposal 6pstem Construction Permit Application for a Permit to Con tr ( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot NoaP 111.3 �;f t,6 r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Z-3 7 7 �5 YID e, ' Installer's Name,Address,and Tel.No. Des* er's Name,Address,and Tel.No. ,8*8 9x46✓a.f ZV1 S61 V 77- Qhe4H6NV 'f)74-?9Lf- Type of Building: 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) 2,W gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 1500 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 SC17oa1 1410 sT h/2wb dh6v 3 ca 4L.00 � icl Za 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 asasabeen issued by this Board o e Sign Date 8 g Application Approved by _ Date �'7 -I �' Application Disapproved by Date for the following reasons Permit No. 6 t.7" Date Issued —� E t .t �C? —� ` No. Fee � v THE COMMONWEALTH OFMASSACHUSETTS Entered in computer: Yes ; PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatlon for ;Disposal-6pstem Construction permit Application for a Permit to Construc Repair Upgrade Abandon Complete S stem Individual Components PP a;LI ) P ( ) Pg ( ) ( ) ❑ P ) ❑ P Location Address or Lot No T ^�►bJ(1. k e„O:w e#'s Nar ie,llAddress,and Tel.No. Assessor's Map/Parcel 2- 3 7 7 tP l Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: - 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) gpd Design flow provided .� gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank j Type of S.A.S. i' Description of Soil Nature of Repairs or Alterations(Answer when applicable) j 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,*n operation until a Certificate of Compliance jL been issued by this Board o e th. �. 7 ' Si Date Application Approved by Date Application Disapproved by j Date for the following reasons Permit No. l 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 f 1 4�X G 6 U 0 (1 C) // at 2 �(� 1a A 6 e_1V5 7 has been constructed in acco dance t �~ with the provisions of Title 5 and the for Disposal System Construction Permit No.���� dated Installer )hP_P_1- lit i Designer-7—In 1) r 4 Ig #bedrooms Approved In �flow, r gpd The issuance of this permit shall not be construed as a guarantee that the system function des* ed. Date �d/� Inspector --------------------------------(-,-,-------------'-------------------------.---------------.------------------------------------------ No. �� J �2-"'�I Fee I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal .pstem Construction 'ermit Permission is hereby granted to C-onns`truct( ) Repay( ) Upgrade( ) Abandon( ) System located at t i �C.7 �� 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 I — Approved by Town of Barnstable Regulatory Services Richard V. Scali,Interim Director BAIUWABM MAE Public Health Division 6. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 18 it tl Sewage Permit# W11- Z L Assessor's Map\Parcel Z 31 -37 Designer: fInstaller: _� g EXc�vcx-�i o.,\ Address: S )Address: co►Scm On 8 CXQ0,VCA i o n was issued a permit to install a (date) (installer) septic System at ZZ I I Rtc G A based on a design drawn by dress) l0 dated (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. 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. I certify that the system referenced above was constructs f ie a with the terms of the IAA approval letters(if applicable) syc DAVID o D. y FLAHER7Y,JR. /Unstaller' No. 1211 0 �W SgN1TARkPN (Desi er's Signa e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc « Barnstable August 4,2009 BARNi ` ADAnemcst MASS. Revised January 12,2016 039. 2007 Counter Variances,Approvable By a Health Inspector Listing of Blanket Variances Granted by the Board of Health 1) FOR ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW - Septic system component to foundation setback-but in no case, no more than a 50% reduction in the required separation distance. A future reserve area shall be shown on the plan for proposals to increase or change foundation size on parcels when,in the opinion of the health inspector[or, if the health inspector is not able to make a determination, after consulting with the Director or Acting Director] the proposal appears to provide very limited space for the proposed construction, septic system,and a future reserve area. 2) FOR ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW- System component installations proposed more than three feet below grade with proper venting (piped to the atmosphere) and with H-20 loading, but in no case shall the SAS be located more than six feet below grade. 3) FAILED SYSTEMS ONLY— SAS to private well separation distance variances, if located in the same general location as the old SAS and more than 100 feet separation is proposed,both from the on-site well and any and all wells on adjacent and neighboring parcels.* 4) FAILED SYSTEMS ONLY— Septic tank or pump chamber proposed to be located less than 100 feet but more than 75 feet away from wetlands or a water course. 5) Additional seating at existing food establishments, if no more than 25% above the maximum grease trap capacity. 6) Proposals for six or more bedrooms, without any variances, are no longer reviewed by the Board. *NOTE: If there are two or more variances requested from#3 and/or#4 listed above,the applicant shall instead seek variances from the Board of Health at a public meeting. Wayne Miller, M.D. Paul Canniff, D.M.D. Junichi Sawayanagi C:\Users\decollik\AppData\Local\Microsoft\W indows\INetCache\Content.Outlook\CBNGQ 123\CounterVariances.Jan2016.doc Town of Barnstable P# 5-q�� Department of Regulatory Services .t Public Health Division Date r 200 Main Street,Hyannis MA 02601 MFI� Date Scheduled ! Time � ,fee Pd. ✓ V tl �� Soil Suitabih&A ses went for Sewage Disposal Petformed By: Witnessed By: j LOC TION&GE,n RAL INFORMATION� Location Address �?It 1�d//11V St. /��(.�*Owner's Name / l v10 t� (��'S �/! �"'7 Add— Assessor's Assessor's Map/Parcel: j3 Engineer's Name q�/,yl/'' NEW CONSTRUCTION REPAIR Telephone# ,Vry -' —�� Land Use Slopes(%) to /� Surface Stones Distances front: Open Water Body t V✓��-7�ft Possible Wet Area 2A-V-�" Drinking Water Well Drainage Way NO-0ft Properly Line //Ll It Other It SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 13 L7 Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION AR SEASONAL HIGH WATER TABLE Method Used: ' 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_ A PERCOLATION TEST Date e Observation Hole# - _ Time at 9^ Depth of Perc �— Time at B' /" p,p Start Pre-soak Time Qa '2 Time(9--6) . End Pre-soak f-` Rate Min./Inch Z 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 Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole_# Depth from Soil Horizon Soil Texture Soil Color Soil the, Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel © —` 107i -Zzl A1 2= DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er Surface(in.) (USDA) (Munscu) Mottling (Structure,Stones,Boulders. AConsistenev.°o Gravel i '+� I /v C Ls' 12 -4 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsefl) Mottling (Structure,Stones,Boulders. Consistency.%Gravel,)__ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon So-'I Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency%Gmvell Flood Insurance Rate May: Above 500 year flood boundary No x Yes— Within 500 year boundary No_ Yes Y Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi real exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p 'ors material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of En ental Protec.on and that the a e analysis was performed by in .consistent with the required pertis an ce escrib 310 CMR 15.017. Signature Date Q:ISEPTICWERCFORM.DOC TOWN OF BARNSTABLE Q Lf1CATION SEWAGE # VILLAGE,,,- ASSESSOR'S MAP & LOTR Z3 7022 INSTALLER'S NAME 4-.PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIM T" L OR PUBLIC WATER BUILDER OR OWNER 1Z DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No -� v �C,� �. �' �. �� . �3 �'�. " COVERS TO BE WATERTIGHT AND " TOP OF FOUNDATION BROUGHT TO WITHIN 6" OF FINAL GRADE SEPTIC SYSTEM PROFILE: Flaherty Environmental Services EL. 50.0' EL. 51.0' (not to scale) INSP. PORT W I 3"'OF GRADE CLEAN SAND P.O. BOX 81 2" of a to " DOUBLE WASHED - ' 2" of 1 NOR GEOTEXTILE EL. 53.0 Yarmouth Port, MA 02675 4" CAST IRON or EQUIVALENT -FILTER FABRIC 774.994. 1166 MIN. PITCH 1/4" PER FOOT 4"SCHEDULE 0 PVC PIPE 4" SCHEDULE 40'PVC PIPE FLOW LINE ENT'REQUIRED (first 2'to be/Bv� 40' 1% — 5 1% '_�'� •, V t -,d,• 4 •.I a.• ;, °e°o^o°e°o°o°000°o ee ee 000 0 00 0°000 oo • . EL.47.5'f 14" \EL..47.0' 000 o L.47.5' _ .: --�' ®Q�Cm a 'E= O 0000000�F= 0—i► 0°000°0°000 00 0 ®�E 0 [— ® O O 0000o0o0c 77 EL.46;43' 0oc00° p 000°000° t� [� Q' ® tom 00000000c .. �_10'MIN. (2.5%) �' EL.46.6' T. 0 0°0°0°0°000°0 'LJ'�OL=JLJ�Do t� o t� 00000000�2_0' GAS BAFFLE H=20 EL:46.4' 00°0°0°0°0 000000 �Q��� 0 0 0 0 • (D-BOX) °000°0°0° o°o°o° ,,� a '000000°0° EL.44.4' :'g '•.';+� 6"CRUSHED STONE OR `" SOIL ABSORPTION SYSTEM = MECHANICALLY COMPACTED - (3) 500 GALLON H-20 CHAMBERS 5 4' ` o l to 1 DOUBLE WITH 4'STONE AROUND IN A (DATUM. ASSUMED) .. 3" BLE WASHED STONE 1500 GALLON SEPTIC TANK a Y 12.83'X 33.5'X 2' CONFIGURATION (PROPOSED) 0( LL. 39. BOTTOM OF TEST HOLE EL. 39.0' LOCATIONMAP a USGS ADJUSTMENT: N/A ems, GROUNDWATER ELEV: :N/A No TH �6 * .................. `• 3 P:. LOCUS its + \ o { \ 1sr S1 r EXISTING 2 61 BR <4 PRl]PJ s DWELLING _ \39L� �r� 53 N I S d vnrm ZH OF�yss9 SHED o�' DA I f 43' o v U H �JCn ,f� tas• � a r O .ri•' 1 51 4 R �O I• TH-1 /S ER TM s2 ear: D GARAGE / 43,400 SFt DATE-•81712017 REVISED: 53 NAP 237.L13T'37 • BENCHMARK: BARN j TOP OF FNDN SITE AND SEWAGE PLAN EL.50.0' 54 a kp FOR r _ B & B E X CAVATION, INC./• DAVID KNOTT 2211` ROUTE 6A SCALE : 1 - 4 0' BARNSTABLE, MA \, REF,"PB 207 PG 29 PAGE 1 OF2 ........................................................................................................................................ .............. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. GENERAL NOTES DESIGN CAL CULA TIONS S YS TEM DETAIL Flaherty Environmental Services P. 0. Box 81 1, ALL PRECAST COMPONENTS TO BE H-1 0 Yarmouth Port, MA 02675 RATED UNLESS OTHERWISE SPECIFIED. NUMBER OFACTUAL BEDROOMS 2(4 PR 774.994. 1166 DISTRIBUTION BOX(ES)AND ANY COMPONENTS WITH ANY ANTICIPATED• GARBAGE DISPOSAL UNIT NO VEHICULAR TRAFFIC TO BE H-20 RATED. 2. THE DESIGN OF THIS SYSTEM DOE-&-NOT TOTAL ES TIMA TED FLOW (I 10 GA L 1B RIDA Y X 4 BR) 440-GALADAY ALLOW FOR THE USE OFA GARBAGE GRINDER. REQUIRED,SEPTIC TANK CAPACITY 880 GAL. 3. MUNICIPAL WATER IS AVAILABLE. 4. ALL CONSTRUCTION TO CONFORM WITH ' SIZE OF SEPTIC TANK 1500 GAL. (PROPOSED) 310 CMR 15.000 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE <2 MIMANCH CODES AND REGULATIONS, 5, INSTALLER/CONTRACTOR TO-,REVIEW& VERIFYALL ELEVATIONS AND DETAILS EFFLUENT LOADING RATE 0.74 GAL./DAY/FTC 12,83' AND�REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO CONSTRUCTION OR LEACHING AREA ASSUME ALL RESPONSIBILITY. (2)x(33.5'+ 12.83)(2) = 185 SF 6. INSTALLERICONTRACTORIS, 33.5'x 12.83' =430 SF RESPONSIBLE FOR-MAINT A INING SAFE 615sFx0.74 455 GPD WORK AREA, VERIFYING ALL UTILITIES SERVE 100% RE AND NOTIFYING "DIG SAFE" USE(3)500 GALLON H-20 CHAMBERS WITH 4'STONE (1-888-344-7233) 72 HOURS PRIOR TO INA 12-83'X33.5'CONFIGURATION ASDIAGRAMMED 'CONSTRUCTION. 7,-ANY CHANGES TO'OR DEVIATIONS FROM- RESERVE LEACHING CAPACITY GPD THIS PLAN MUST BE APPROVED IN WRITING BY FLAHERTY ENVIRONMENTAL 33.5' SERVICES AND LOCAL BOARD OF HEALTH. 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'PER 310 CMR 15.000 (NTS) UNLESS SHOWN PER PLAN 9.-ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND SOIL EVALUATION FILLED WITH CLEAN SAND OR REMOVED T # #15460 TEST HOLE#1 F#15460 ESTHOLE2 P AND REPLACED WITH CLEAN SAND. Evaluator: David D.Flaherty Jr.,RS,-REHS Evaluator: David D.Flahe*Jr.,RS,REHS lo.ALL COMPONENTS TO BE PROVIDED SE#2755 SE#2755 k0A OF BOH Witness: Tim O'Connell,RS BOH Withess: Tim O'Connell,RS WITH WA TER TIGHT ACCESS PORTS Date: August 5,2017 Date: August 5,2017 WITHIN 6"OF FINISH GRADE. DAV 11.ALL SEPTIC TANKS, DISTRIBUTION o D. TH-I ELEV.54.0' TH-2 ELEV.54.0' F E BOXES AND PIPING TO BE INSTALLED WA TER TIGHT. 0"-11" A LS I0YR312 0"_I P A LS I0YR212 0 12.NO KNOWN WETLANDS OR WELLS GISTS WITHIN 100 FEET OF PROPOSED I 1%32" B LS NI 00 10YR 516 111-32" B LS 10 YR 516 LEACHING. 13.THIS IS NOT A CERTIFIED PLOT PLAN AND UNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR ZONING OR PERC 7 certify that on November 12,2002,1 have passed SITE AND SEWAGE PLAN BUILDING PURPOSES. the examination approved by the Department of FOR 14,LOT IS SHOWN AS ASSESSOR'S MAP 237 Environmental Protection and that the above analysis LOT 37, 32"-180" C MS 2.5Y616 32"-120" C MS 2.5Y615 has been performed by me consistent with the B & B EXCAVATION, INC.1 required training,expertise,and experience described DAVID KNOTT 15,LOCUS PROPERTY IS NOT LOCATED In 310 CMR 15.018(2). WITHIN AN AQUIFER PROTECTION, G.W ELEV.NIA G.W.ELEV.NIA 2211 ROUTE'GA DISTRICT(ZONE 11). 80 TTOM TH-I EL EV. 39.01 BOTTOM TH-2ELEV. 44.0'1 BARNSTABLE, MA PAGE 20F2 ................................. .......... ............ ......................................... ............... ..................................................................................... ............................................................................ .................................... ................................ ......................-........................................................................................ ..... .............................................. ................... .......................................... ........................... ............................................ LOCUS INFORMATION CURRENT:.OWNER: ORDWAY PROPERTIES LLC. TITLE REFERENCE: BOOK 31356, PAGE 337 BOOK 31356, PAGE 344 BOOK 8155 PAGE 138 PLAN REFERENCE: BOOK 207, PAGE 29 BOOK 223, PAGE 13 ®yam I ASSESSORS MAP: 236 '\ PARCEL: 8 EXISTING LOT AREA: 662,783±S.F. OF MgSs9 ZONING DISTRICT: RG RF RF-2 BRIAN G. cyN SETBACKS: FRONT 30' FRONT 30' FRONT 30', t A , o YERGATIAN G \ SIDE 15 SIDE 15' SIDE 15� U Civil N R 0 3 4 `�0� C�°1 ` REAR 15' REAR 15 REAR 15 No.46206 Q � I � MINIMUM LOT SIZE: 65,000 S.F. 43,560 S.F. 43,560 S.F. 9o,�Fss /ONAL ti Rs MINIMUM LOT SIZE IN RPOD: 65,000 ,S.F. 87,120 S.F. 87,120 S.F. MINIMUM FRONTAGE: 20' 150' 20' ORM 6 SER < �W� �VICE O � ` MINIMUM LOT WIDTH: 200' N/A 150' _ (OUT OF�SERVICt) O•�, CD NITROGEN SENSITIVE 2 p• ` ZONE: NOT IN A ZONE II BRIAN G. YERGA DATE ro '0g2 �o� + / , L \ / `'2' / FEMA FLOOD PROFESSIONAL ENGINEER WA TER » " 5 i g ZONE DISTRICT: ZONE X AS SHOWN ON MAP 25001 CO554J W-�¢ SHUTOFF �..... - DATED 7/16/14 6 -a ` \ �� \ 0 OVERLAY DISTRICT: RPOD (PARTIAL SITE, NOT AREA OF LEACHING FIELD) BIT. � � � G ii r r CaNC. WELLIN 1 Q. ®H HARVEST MOON O LINE _ _ E -��'- FARMS r SLEEVE WATE ! �`� `-/ \ r "�. SERVICE Q o M RE DRIL� NEW INLE >^ ONE .� / 1 PORCH N LXISTING' TAN ° \ \ C.O. IN�57., 2ZON / S pvc ° 2211 ROUTE 6A \ T EXISTING 1,500 GALLON 7� ` WORKSHOP . ~ SEPTIC TANK IN \ � Jr I(IN)=57.82 0. T�,-59 2 / ''r / I \ I(OUT)=57.57 s \ BARNSTABLE PROPOSED. EXISTING DIST. BOX u °o.. \ WO D DECK /'i� MASSACHUSETTS , ADDA APPROXIMATE LOCATION OF 11\. (3)5500 GALLON LEAC IHLEACHING Nc (BARNSTABLE COUNTY) CHAMBERS l �/ ORDWAY PROPERTfES\LL f / \ MAP 237 PARCEL 37 SEPTIC PLAN 44,180±S.F. ', //� X 63. --- LARRY D. & SUSAN E. WUELLNER / f , DULY 1, 2019 / �f •�� MAP 237 PARCEL 36 SECONdARY FIELD ANNUAL PRODUCTI,ON / QO "'�(1.21t ACRES) 'o-' a,� � GENERAL NOTES REVISIONS: 1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE NO. DATE DESC. N/F SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK, 1 8/1/19 ADD WATER SERVICE '' Q •Z '` -" WILLSON R. & PATRICIA A. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 BARTLETT TRUST AND BARNSTABLE BOARD OF HEALTH REGULATIONS. 37.65 MAP 237 PARCEL 60 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE / / / v N27•30'40»E PROPOSED LEACHING FACILITY.' 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: DESIGN CALC U LATI 0 N S 100% MUST PASS #4 SIEVE PREPARED FOR: SYSTEM PROFILE 10% MUST PASS #50 SIEVE ORDWAY PROPERTIES, LLC NOT TO SCALE DESIGN FLOW 0-20% MUST PASS #100 SIEVE 102 EVERGREEN COURT o-59G MUST PASS #200 SIEVE FRANKLIN LAKES, NJ 07417 3 BEDROOMS ® 110 GPD/BEDROOM = 330 GPD EL.=65.5t 945 S.F. RETAIL STORE (50 GPD/1,000 S.F.) = 47 GPD 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER TOP FOUNDATION DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE FIRST PIPE LENGTH TOTAL DESIGN FLOW = 377 GPD SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS TO BE SET LEVEL EL.=64.3t 4" SCH. 40 PVC FOR MIN 2' OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF ;, 9 S=0.02 FT REQUIRED, SEPTIC TANK CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, BSC u CH. 40 PVC THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. Op 377 GPD X 200% = 754 GALLONS USE 1,500 GALLON SEPTIC TANK 349 Maul Street - Route 28 LEACHING CHAMBER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE a a rm = � o c7 0° ® ® PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY West Yarmouth, Massachusetts I=59.82 0 �' o C3 ® C= � �' SIZE OF REQUIRED LEACHING FACILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS 02673 � o r� o c� r� r� r� ® r� ' IN SERVICE. I=57.82 EXISTING DIST. BOX EXISTING LEACHING CHAMBERS RE-USE EXISTING (3) 500 GALLON CONCRETE LEACHING 5O8 778 8919 ;x CHAMBERS IN TRENCH CONFIGURATION WITH 4' STONE SURROUNDING 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, EXISTING 1,500 GAL. SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF © 2019 The BSC Group, Inc. SEPTIC TANK BOTTOM AREA: 33.5' X 12.83' = 429.8 S.F. CONSTRUCTION. SCALE: 1" = 30' SIDEWALL AREA: 2 X (2 X (33.5' + 12.83')) = 185.3 S.F. NQM EFFECTIVE LEACHING AREA = 615.1 S.F. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 0 15 30 60r 615.1 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACITY) IN THE TRENCH OVER ALL PVC PIPING 15.240(4). FILE: YAR\5021800\Civil\-Drawings\5021800-SEP.dwg DWG.:6531-03 SHEET 1 OF 1 JOB. NO: 5-0218.00