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HomeMy WebLinkAbout0063 WOLLEY ROAD - Health 63 W OLLEY RD. HYANNIS A = i f r � r 1 m o i ° I r UPC 17734 # No. HASTINGS,MN i i �II i j ii �' V is ... �� 4 �� 4 � 0 � � � r__—_ .2 �--� _ � �� � a , � � �� l r '� I � e i .._ y �� _ _ `� 9 " 15666 666 Town of Barnstable r _ Departinont of Regulatory Services H 3.RN rAXi4 I Public Health Division Date D MAas Ml id39 200 Main Straci,Hyannis MA 02601 Mho, 01 Date Scheduled J51// 52/ & _. Time / 6 Fee Pd. �V — r ! Soil Suitability-Assessment for Se e Disposal Performed-By: � �'� PF-� Jis ' � Witnessed By: 9�:P LOCATION&.GENERAL INFORMATION Location Address r• Owner's Namo Address. Assessor's Map/Parcel: `9 4 ((p 4 � Engineer's Name KQ,A�NC�c�eS NEW CONSTRUCTION/ REPAIR ,L/ Telephone# 5b8-`�3� - Land Use D S I cr!; 1il Ll Slopes(96)_0 Surface Stones Distances from: Opon Water Body_ (ri✓ ft Possible Wet Area �r+� 'i ft Drinking Water Well ft Drnihago Way 100 ft Property Line ` @ Other f1 SBETCHt(Street name,dimensions of lot,exact locations of test holes&pore tests,locate wetlands In proximity to holes) 1 . Tq1 Parent material(geologic) Depth to Badreok t Depth to Groundwater. Standing Water In Hole: 1Q. k Weeping*,am Pit Face Estimated Seasonal High Oraundwatcr DETE TION FOR SEASONAL'I[IGH WATER TABU Method Used: -azc,, nil—se nil- se VNIX U'V De th Observed standing in obs.hole: In, Depth to soll mottlem: In,' • � ��� t �� De�th to weeping from side of obs,halo: In, Groundwneer AdJu9ttdont !t. Index Wail-# Reading 15ato: Index Well level Atj4actor, ., Adj.Groundwatey-Leval,,.. PERCOLATION TEST Date A Time IL-06 Observation Halo# Time at 9" 4Gy�l Depth of Pero Time at 6" Start Pro-soak Time @ Time(91,41) End Pro-soak U•.. _ Rate Min./Inoh G � ��Aytcll Site Suitability Assessment: Sltd Passed _ Site Failed: Additional Testing Needed(YIN) Original: Public Health Dlvlslon Observation Hole Data To Be Comp lated on Back---- ' ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:\SBPTICIPERCFORM.DOC f. DEEP.OBSERVATION HOLE LOG Hole# Depth from Sall Horizon 5ot1 Texture Shcl Color 5011• Other Surface(in.) (USDA) (Munsell) Mottling (Stnueture,Stonei;Boulders. Consistency.% rival) DEEP OBSERVATION HOLL LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsoll) Mottling (Structure,Stones,Boulders. Z r-o► g9-131 DEEP OBSERVATION HOLE LOG Holtz# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Mumsell) Mottling (Structure,Stones,Boulders, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Solt Texture Solt Color soil Other Surface(in.) (USDA) (Munsoll) Mottling (Structure,Stones;Boulders, sistency. Omni) ts. 'W`f.•,+ Flood Ineuranct:Rate Map: Above 500 year Mood boundary No— Yes Within 500 yea boundary No OK Yes Within 100 year flood boundary No. Yes.,,,___ Depth of Naturally occurrinta Peryloua 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? . e. S If not,what is the depth of naturally occurring pervious material?, ...�:. Cer'ti.--�°T I certify that on t� . Los— (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 trainin r expertise and experience described in 410 CMR 15.017. Signat Q;\SHi-rlC\PRRCPORM.DOC T BARN STABLE OF BAR _ STABLE l.I OCATION 1A WOLLE/ RD SEWAGE# VILLAGE r f F/V i S ASSESSOR'S MAP&lPARCEL"—� INSTALLER'S NAME&PHONE NO. � FI 77(-, —90 1 0315 SEPTIC TANK CAPACITY 19U 9J H—/0 LEACHING FACILITY: (type) (��I �� /S ^' (size) NO.OF BEDROOMS 3 OWNER 14.�7 /✓l�YN-F PERMIT DATE: �/$ l l 9 a 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 r I i 1 1 G °" Y'No. /V � Fee De� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4prication for Mispo5al Opstem Construction 3dPrrnit Application for a Permit to Construct( ) RepairpoUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. U'5 Wplt t.JD 0.C` Owner's Name,Address,and Tel.No. 7.� L' p Assessor's Map/Parce�f a�/ K 4 'j�U a• 3(Q b O—a"q Installer's Name,Address,and Tel.No. &x De er's Name,Address,and Tel.No. d bbw Q-T6 �Tr t n N �( s o2t�S3 xs �. one 20 bI&1Z Type of Building: " ` Dwelling o.of Bedrooms 3 ! Lot Size 59 U sq.ft. Garbage Grinder( ) Other Type of Building � No.of Persons Showers( ) Cafeteria( ). Other Fixtures Design Flow(min.r quire > 33 b gpd Design flow provided gpd Plan Date 5' a Number of sheets 1 Revision Date ti Title ,r-kk Al,r PCAJJ Size of Septic Tank I JBb !j a.It Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) +&AjIC U.&Cht'J A ak ,i ,6e r,� L� 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. gned Date Application Approved by S Date Application Disapproved by Date for the following reasons Permit No. Date Issued Ic No. jq 4 Fee QC THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF..BARNSTABLE, MASSACHUSETTS Yes ftpliration fors. as o-a4pstem construction JPrmit Application for a Permit to Construct Re air Upgrade( Abandon C..-- ` pp ( ) p pgr ( ) ` ©Complete System ❑Individual Components Location Address or Lot No. �( ���Lj� r t Owner's Name,Address,and Tel.No. Assessor's Map/Parcel�#y W dj" � V��(t q Sbb (t,0, a Tristaller's Name,Address,and Tel.No �L t j� Designer''ssrName,A�ddriess,and Tel No. eat• 0w, :0 b 4 � t UnnV 1 ti17KA r , ,,,,cs,.�. Type of Building &r s •�b$—'3 O� Dwelling No.of Bedrooms g�0 Lot•Sizej 9(.p sq.ft. Garbage Grinder Other Type of Building �>,�l(t�_,� ��t No.of Persons Showers( ) Cafeteria( ) Other Fixtures • i Design Flow(min.r quired) 3 t 7 gpd Design flow provided gpd Plan Date t' Number of sheets \ Revision Date Title'`�,(�71� Size of Septic Tank `a () I rk,I Type of S.A.S. 5b Q A AL �cI Description of Soil = Nature of Repairs or Alterations Answer when applicable) r - 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. gned�-- c_ Date :. . r cw r� Application Approved by Date � Application Disapproved by Date Y h _-for..the following reasons I - Permit No. t I ( Date'IssuM �(1 bO h, c t` --------------'------------------------------------------------------------------------------------------------------------------- - 1 THE COMMONWEALTH OF MASSACHUSETTS Fc 2 BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) r Abandoned_(' )by f f—k r'&j4 I at k k_)CA1e ,;_l U'C1 C has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit Np /� 9c -dated Installer ( { l-k �1.J () i1�� 1 t � Designer�% (M EN (h.?r\� kc ! 1`t F�_.tJ nil s-( #bedrooms _ e Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the syste 1ffunc i.n as ,esigne- Date i Inspector ----------------------------------------------------------------- - No. I Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS j MIsposal 6pstem Construction VPrmit Permission is hereby granted to Construct( ) Repai Upgrade( ) Abandon System located at l( I U 1,4\C_ A \ l E 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:Constructi n must be completed within three years of the date of this permit. Date �� � l Q' Approved by, Town of Barnstable Regulatory Services Richard V. Scali,Interim Director... saxxsrns[.e, + ' M^ Public Health Division �E 63 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: ._ r L) Sewage Permit# a 0 J R-J 1I a Assessor's Map\Parce 4 Designer: (Jf+k 4, 4e f, p rl V hi ,ue, Installer: ( if-1 �i.siQ�;�rtr�&� I' C . Address: r, .Pit)( I11- s4 Address: PC.&x a � 6�lr ow % , �AA n a to53 n 0erw s On p l$ L51:J l ,�s ri�E S �,.,C- was issued a permit to install a (dat ) (installer) septic system at Ly 2) Ik)o t tg t I L cA c-.i cw xi i S based on a design drawn by �f ddress) G -K C�,> e_f 0 rt be'�, I gf dated U 1°I 1 (desi er) - 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 constructed in compliance with the terms of the IAA approval letters (if applicable) All 0!!�_ (Installer's Signature) FEII ANM i f�412 (Designer's Signature) (Affix D'e ` `ets. 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc J No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Mtopool *p!5tem Conotruction Permit Application for a Permit to Construct( )Repair(�)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Add or Lo /J Owner's Name,Address and Tel.No. G� Assessor's Map/Parcel O �,6 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.SS4�- Description of Soil Na o epairs 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 provision of Title f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this B ar f al Signe Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued 44 -'No. _ Fee ~ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication-for Mfgpaar *pgtem Conotr-.ction Permit Application for a Permit to Construct( )Repair )Upgrade( )Abandon( ) El Complete System ❑Individual Components Lor'fin Add or or o. ,.y Ej Owner's Name,Address and Tel.No. Assessor's Map/Parceel O 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 �<f Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title t Size of Septic Tank Type of S.A.& Description of Soil Natu ,gf_Repairs or Alterations(Answer when applicable) r r 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 provision�of Title�S,Rf the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued bythis B' ard-of eat. Signe "" ''�� c Date `f� Application Approved by 44 Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY. at the On-site Sewage Disposal System Constructed( )Repaired(- )Upgraded( ) Abandoned( )by a A r at has onstructed in accordance with the provisions of Titl e and the for Disposal System Construction Permit No45 ated Installer Designer The issuance-o'f this,permit shall not be construed as a guarantee that the syst m will function as designed��� Date `i t C t���� Inspector r;4 r Yi',�?r�....— ' ri u 11, _ 6 r — ------------------------- — No. D Fee — — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS Migpogal 6pgtem Congtructfon Permit Permission is hereby ted to Construct )Repair pgrade(, )Abandon ) System located at ra,: o and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Const�7muj' be completed within three years of the date of this p t. Date: �0 Approved b � PP Y , TOWN O_FF ARNSTABLE LOCATION U)y //R � SEWAGE #<94 VILLAGE 4 R&-yjo S ASSESSOR'S MAP& LOT- 04 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3L NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 4! COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 A� within 300 feet of leaching facility) /`�.o^*�� Feet Furnished by �s ,�� t/ TOWN OF ARNSTABLE 1� LOCATION 43 Wy e SEWAGE # '-� VILLAGE N�� s /—ISSESSOR'S MAP&LOT t-'`INSTALLER'S NAME&PHONE NO. - SEPTIC TANK CAPACrrY Sv v LEACEiiNG FACILITY: (type) 3Le t 4q NO.OF BEDROOMS BUILDER�OR OWNE PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) /at4 7 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r y r No. a ' Fee THECOMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for Digpogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Loti AdWs or t No. ® � � � Owner'sName,A dress and Tgl.No. Assessor's Map/Parcel X 7 0 — fG Installer's Name,Address,qnd Tel.No. t Designer's Name,Address and Tel.No. Type of Building: ` Dwelling No.of Bedrooms .? Lot Size 9/7 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3d gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /3'69:) Type of S.A.S. Description of Soil Nature of Repairs or Alteratio (Answer w en applicabl Date last inspected: Agreement: The undersigned agrees to e e the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provision of Tit 5 of the Enviro ental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu d by t B and Signed --- Date ?'.27- Application Approved by Date eL .7-- n/ Application Disapproved for the following reasons Permit No. Date Issued Fee THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: Yes ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 01pprication for Mitponl *p.5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components LOCIAddress or t No. Owner's Name, dress�1.No. (JJ U r' Map/Parcel Assesso s Installer's Name,Address,and Tel.No. ? Designer's Name,Address and Tel.No. p � ..�. r Type of Building: ' Dwelling No.of Bedrooms Lot Size t/7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow 3� gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank _/3'�a Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answe`r, ,w en applicably 1 `C / bt J _111-, � a (' a... Date last inspected:' Agreement: The undersigned agrees to ens a the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provision of Tit 5 of the Enviro ental Code and not to place the system in operation until a Certifi- caie of Compliance has been issu d by th B d 1 Signed :rs�- Date q pplipation Approved by Date Applica d'-A Disapproved for the follows g reasons Permit No. 4Date Issued 'Y ---————————————————————————————————THE COMMONWEALTH COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded Abandoned( )by �4�M,4414 at has been constructed in accordance with the provisions of Title 5 a;�4&for Disposal Syste Construction Permit No. dated Installer f Designer The issuance of' p(s ermi h 11 of be construed as a guarantee that the to action a sign Date X Inspector F/// _-"g`� L✓� f p ------------------------------------------ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS MisSpo�al *pgtem Con6truction Permit Permission is hereby granted to Construc ( )Repair( )Upgrade(1 ' )Abandgn( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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: 4 - 7 f ct Approved by ,' it 1/6199 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated �--2 7- �( I concerning the property located at meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the.dweiling. • The soil is classified as CLASS I and the perc lation r than ate is less an or equal to 5 minutes per inch. • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the ma..dmum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) S� B) G.W. Elevation +the MAX. High G.W. Adjustment . DIFFERENCE BETWEEN A and B �— SIGNED : �� -- DATE: [Sketch proposed plan of system on back]. q:health folder:cert _i �� } i �� �� t �. �, DEEP OBSERVATION HOLE LOGS SYSTEM DESIGN CALCULATIONS: N GENERAL NOTES: NO SCALE DESIGN FLOW: 1. CONTRACTOR SHALL NOTIFY "DIG-SAFE" AS REQUIRED PRIOR TO THE START OF ANY DEEP OBSERVATION HOLE 1 EL. = 100± DEEP OBSERVATION HOLE 2 EL. = 100± EXISTING 3 BEDROOM DWELLING AT 110 GAL. PER DAY PER BEDROOM = 330 GPD O TITLE 5 MIN.) EXCAVATION WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING UTILITIES WITHIN THE DEPTH FROM SOIL SOIL SOIL COLOR DEPTH FROM SOIL SOIL SOIL COLOR 330 GPD X 200% - 660 GALLONS - USE NEW 1500 GALLON TANK ( WORK AREA DURING CONSTRUCTION. SURFACE HORIZON TEXTURE MUNSELL SURFACE HORIZON TEXTURE MUNSELL A 25' L. X 12.83' W. X 2' D. LEACHING CHAMBER (H-10) CAN LEACH: 63 Wolley Rd, Vt = [(25 X 12.83) + (25 X 2)2 + (12.83 X 2)21 X 0.74 GPD/SF = 349 GPD Barnstable,MA 02601 2. THIS PLAN IS FOR SEWAGE DISPOSAL SYSTEM DESIGN PURPOSES ONLY. THIS PLAN IS NOT 0" - 24" FILL - - - - - 0" - 25" FILL - - - - - NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. FOR USE TO DETERMINE PROPERTY LINES. 24" - 50" B LOAMY SAND 10 YR 5/8 25" _ 49" B LOAMY SAND 10 YR 5/8 3. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO INSTALL - 50" - 132" C MED-COARSE 10 YR 6/6 49" - 131" C MED-COARSE 10 YR 6/6 ONE (1) - 1500 GALLON SEPTIC TANK EXCAVATION SAND SAND TWO (2) - 500 GALLON LEACH CHAMBERS (H-10) WITH 4' OF STONE AROUND 4. ALL CONSTRUCTION SHALL CONFORM TO THE STATE SANITARY REGULATIONS (310 CMR 15.00) ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20) AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DATE OF TESTING: 5/15/18 N PERCOLATION RATE: LESS THAN 2 MIN/INCH (PERC ® 69" IN TP#1) _ • ,�"' `' 5. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXISTING BUILDING WITNESSED BY: KEITH E. FERNANDES, PE, GFM ENTERPRISES, INC. NOT TO SCALE SEWER, AND REPORT AND DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO THE SETTING DONALD DESMARAIS, IRS, AGENT, BARNSTABLE HEALTH DEPARTMENT OF ANY SEWAGE DISPOSAL SYSTEM COMPONENTS. NO GROUNDWATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. PLAN BOOK 226 PAGE 151 DEED BOOK 12515 PAGE 173 SEWAGE DISPOSAL SYSTEM NOTES: OVER THE COUNTER VARIANCE AssEssoRs' MAP 270 PARCEL 164 1. H-20 RATED COMPONENTS SHALL BE REQUIRED IN ANY AREAS SUBJECT TO VEHICULAR REQUEST LE(�E N D LOADING AND AS REQUIRED ON THE PLAN. 2. THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS LOCAL UPGRADE APPROVALS: 310 CMR 15.403 32 - EXISTING CONTOUR CONSTRUCTED AS SHOWN. ANY CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE x12.34 EXISTING SPOT GRADE APPROVED IN WRITING. -W- WATER SERVICE LINE VARIANCE: 310 CMR 15.211 (Setbacks) TEST HOLE BORING LOCATION 3. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE 6 MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 1.) Soil Absorption System not 20' from Foundation Wall ST SEPTIC TANK PLAN VIEW DB DISTRIBUTION BOX 4. SOIL ABSORPTION SYSTEMS MUST BE VENTED WHEN DISTRIBUTION LINES EXCEED 50 FEET IN 18 held 2 variance SAS SOIL ABSORPTION SYSTEM LENGTH, WHEN LOCATED IN AREAS SUBJECT TO VEHICULAR LOADING, AND WHEN PRESSURE SCALE: I" = 30' DOSED. 2.) Septic Tank not 10' from Foundation Wall x FENCE 5. FINISHED GRADE SHALL BE A MAXIMUM OF 36" AND A MINIMUM OF 9" OVER THE TOP OF ALL 8' held 2' variance - G- GAS LINE SYSTEM COMPONENTS. 6. ALL ABANDONED SEPTIC SYSTEM COMPONENTS SHALL BE PUMPED DRY AND FILLED WITH Existing Tree SAS DETAIL CLEAN SAND OR REMOVED AND REPLACED WITH CLEAN SAND UNLESS NOTED TO BE REMOVED. 100 , (See Note #14) Existing Septic Components LOT #16 2 (See Note #10) SCALE: 1" = 10' 7. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WATERTIGHT. AREA - 7,596 SQ. FT. o 0 8. COMPONENTS TO BE PROVIDE WITH WATERTIGHT ACCESS COVERS RAISED TO WITHIN 6" OF ^ GRADE WHERE REQUIRED. 1 G PROPOSED CONNECTION TO 9. PRIOR TO FINAL INSPECTION BY THE ENGINEER AND THE BOARD OF HEALTH ALL SYSTEM 18.5' EXISTING SEWER LINE COMPONENTS MUST BE INSTALLED INCLUDING ALL ACCESS COVERS WITH RISERS. t 0. (SEE NOTE #11 & #13) Ek�sti ioo, C) 10. EXISTING SEPTIC COMPONENTS INCLUDING EXISTING SEPTIC TANK AND LEACH CHAMBERS Dwell? 3 Bedoo 89� a i i ^ PROPOSED SOIL REMOVAL l SHALL BE REMOVED. ANY CONTAMINATED SOIL WITHIN 5' OF THE PROPOSED SOIL ABSORPTION FOan at°P Of m (SEE NOTE #12) SYSTEM SHALL BE REMOVED AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO E��7p2 2f 31 12.83' 4. 3' MINIMIZE sErnlNc. ,, % o'f99, BENCHMARK .n 9.4 CL/CL CATCH 11. EXISTING SEWER LINE ELEVATION: UNABLE TO CONFIRM EXISTING SEWER LINE ELEVATION AT BASIN RIM EXISTING SEPTIC TANK DUE TO THE FACT THAT THE WATER LEVEL WAS ABOVE THE PIPE AT / /� 99.6 ELEV. = 99.2± THE TIME OF INSPECTION. EXISTING SEWER LINE ELEVATION ASSUMED PER THE ELEVATION 0 °�� (ASSUMED) EXITING THE BUILDING AND THE ELEVATION OF THE TOP OF THE EXISTING SEPTIC TANK. PRIOR Y i O t Q TO THE SETTING OF ANY SEPTIC COMPONENTS THE CONTRACTOR SHALL CONFIRM ELEVATION 3° ^ AT PROPOSED CONNECTION WITH NEW SEWER LINE. CONTRACTOR SHALL ALSO CONFIRM THAT NWx `/O 99.7 THERE WILL BE ENOUGH PITCH FROM THE CONNECTION OF OLD SEWER LINE TO THE NEWLY u 100.3 0) PROPOSED SEPTIC TANK. 0.7 0: co Q 5' - :*Existing Tree n O 7 (See Note #14) 12. SOIL REMOVAL: ALL FILL AND SUBSOIL (B LAYER) SHALL BE REMOVED FOR A DISTANCE OF 5' a � 998 25' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER, LAYER C1, APPROX. 100.0 TO" MINIMI E SETTLING•CONTRACTORCTOI NOTIFY TOWNEAND/OR ENGINEER TON VERIOFY SOIL50 BELOW GRADE. AEA TO BE BAKFLLED TH CLAN "TITLE 5" SAND AD CMPACTED 10 0 °Existing Posed Are" ° FLOOR PLAN REMOVAL AS REQUIRED. �0 J NOT TO SCALE 13. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC 0.3 00.1 999 `h` 0.7 SYSTEM COMPONENTS. ' . • 0-0-ioo, � � �''�\ +, ��., Bath �Q KiEtT4y E, Dining Kitchen Bed 14. CONTRACTOR TO PROTECT THE TWO EXISTING TREES NOTED ON THE PLAN VIEW. -01001 EEFSN ,,Ts>~~' �'•� CIVIL AIL.48725Bed Living Bed 00.2 l�r�SlJNr1L SCHEMATIC FLOW PROFILE: NOT TO SCALE RAISE WITHIN 6" OF A COVER TO WITHI GFM ENTERPRISES, INC. Y RAISE COVER RAISE COVER FINISH GRADE TO WITHIN 6" OF TO WITHIN 6" OF 20 0 20 4o r 570ROUTE 6A FINISH GRADE FINISH GRADE BOX 2784 FINISH GRADE=100.5± FINISH GRADE=100.5± ` ORLEANS, MA 02653 \ SCALE 1"-20' PHONE: 508-349-7300_ 97.6± LINE(S) EXITING D'BOX SHALL 1­14 " ` ' www.gfinexcavating.com 4"0 SCH 40 SPEED LEVELERS AND SHALL REMAIN 35" Proposed FLOW LINE PVC PIPE LEVEL FOR 2'-0" BEFORE PITCHING (9" Min - 36" Max) CLIENT: ® 4" DIA SCH 40 !��DROP:2" min. DOWN TO LEACHING FACILITY 3' KIT MAYNE PVC PIPE max. 4" DIA SCH 40 PVC PIPE 97.6± 63 WOLLEY ROAD 10" 14" HYANNIS, MA 02601 �" 2' °k- 99.6± 97.5± 97.25 DROP 1' tiI r 2" LAYER OF 1/8" - 1/2" STONE (OR FILTER FABRIC) 411 97.17 97.00 �• 2' EFFECTIVE 11 kII I ^rs "'. 3/4" - 1-1/2" STONE DOUBLE WASHED STONE slrE: MAYNE RESIDENCE 96.75 ;a I I2_ . 63 WOLLEY ROAD GAS BAFFLE DEPTH P h W 3w. 4 -* .. I .N u ALL I� u I wa;�_5 HYANNIS, MA 02601 �.�`,"� 41 � •�'„� COMPACTED BASE TITLE: COMPACTED BASE W 6" LAYER OF 94.75 PROPOSED 1,500 GALLON yy/ 6" LAYER OF DB-3 CRUSHED STONE ALL USE (2) SHOREY PRECAST (OR EQUAL) SEPTIC SYSTEM REPAIR PLAN SEPTIC TANK CRUSHED STONE D-BOX 500 GALLON LEACH CHAMBERS (H-10) 5.75' (H-20) WITH 4' OF STONE AROUND SCALE: DATE: DRAWN: CHECKED: 25'± I _ 4'± 14'± LONGEST RUN (END VIEW) 1"= 20' 5/16/2018 KEF KEF ILEACHING CHAMBER -EL=89± BOTTOM OF TEST PIT #1 PROJECT NO: DRAWING NO: REVISION: Y:\aa En gin eering\Projects\6006-63 Wolley Road-Hyannis\CAD\Plans\6006-sds(rev6-19-18).dwg 25.0' x 12.83' x 2.0' 6006 6006-SDS.dwg 6/19/2018