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HomeMy WebLinkAbout0046 J.B. DRIVE - Health Fal.�"G .`.1Yp'�.P`�� 4 J.B�046 -rive � " to T �. 1Vlarstons1S M-11 4 .4 71-11`0 - o044 TOWN OF BARNSTABLE s LOCATION % 7j,B—D ,uZ SEWAGE# Zoll, - 106 VILLAGE ( ). fn', 0 5 ASSESSOR'S MAP&PARCEL I pI 04LI INSTALLER'S NAME&PHONE NO. G >-g EXGoLy0.-A i o�J SEPTIC TANK CAPACITY 1000 90.1 LEACHING FACILITY: (type) Tn!rA'JgrcLJ0r5 ( /6) (size) 13 X ZS NO.OF BEDROOMS 3 OWNER PERMIT DATE: COMPLIANCE DATE: y-$-fG 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 Al- �� - duo.►j 3� -59; AZ 8Z Rcac . A4 3y. G3�11 ,3,. O As-s9 y 3 S No. Fee �V✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for 33ispoBaY pste Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Ala o ( ) ❑Complete System ❑Individual Components Location Address or Lot NoAA.,A�� �1 Q.�(�V-� t Owner's Name,Address,and Tel.No. ✓v l Assessor's Map/Parcel fi a t -) G r ce-1 4 1 L v S tacc � 6 0 9,1-7 & -b 15 2 Installer's Name,Address,and Tel.No. Designer's Na e,Address,and Tel.No. Ei'Q Lx&Q\jp -iqn 6D9-'477-b/s3 V 550&1ate5 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow(min.req fired) // gpd Design flow provided J` gpd Plan Date �+3 y Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) H;t q DID 14 H U HC i n rl l traA C6, 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 gHivalth. 19 Signed a4av Date 1411 Application Approved by Date —S Application Disapproved by Date for the following reasons Permit No. a® Date Issued poi 05I� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applitation for Misposal *psteiri Construction f Iffmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) A>�ar� o ( ) El Complete System El Individual Components Location Address or Lot No. ���"f ('1 V-e ` Owner's Name,Address,and Tel.No. Assessor's Map/Parcel I AA"1 - lot --po r ce) y i c_k J 1 Cj Cr 5 0 Q, 1_7 6 -0 (5 Z Installer's Name,Address,and Tel.No. Designer's Na e,Address,and Tel.No. 23' 31XGgVo+iofl 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.req fired) `` gpd Design flow provided gpd Plan Date 33 D t( (0 Number of sheets _ Revision Date Title Size of Septic Tank Type of S.A.S. Description of SoilII ` - Nature of Repairs or Alterations(Answer when applicable) a 3 030 f1 L I y I 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 f�I alth. ) Signed Date 1'1 4 1 1 Application Approved by Date Application Disapproved by. Date for the following reasons '��'"`~ Permit No. a o I — J o S Date Issued l --------------------------------------------------------------------------------------------------------------------------------------- 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 B 1 G 1tLQ�!` () ft at �}(� �, i V M , l A.ti S has been constructed in accordance ` " ao1b - 105 �- s`/ with the p�o. . ions of Title 5 and the for Disposal System Construction Permit No. dated Installer 7 f DesignerVfl 550 L(� �S #bedrooms Approved design flo` gpd t 'The issuance of Is p it shall not be construed as a guarantee that the system ill ction as desi ,ed. Date �') 1 Inspector r , No. 0 I G—' 'b S Fee-__�[� . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Zisposal 6pstem Construction i3ermit Permission is hereby//granted to Construct—_ ) Repair( ) )Upgrade( ) Abandon( ) System located at..--./4 G 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 Ll _ I Approved — f Town,of Barnstable Regulatory Services Richard V. Scati,Interim Director &AMSTne� ► "& Public. Health.Division 039. Fo N,Ar" Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel /6 Designer: /rSSIf��q S Installer: Address: (;/Kl/f Address: 4-4pwa On � ��/!/ D was issued a permit:to install a (date) (installer) septic system at TJ. �^/Gr based on a design drawn by (address) dated (designer). L2• . ✓ certify p a P I certi that the septic s stem 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. St p obit (if required was inspected and the soils were found satsfacto �F <I certify that the septic system referenced above was installed with major changes (i.e. of the-septic system) but.in accordance with.Sta any vertical relocation of any component greater.than,10 lateral relocation of'the SAS or te'& 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 i nce with the terms of the ICA approval letters (if applicable) 1,A.OF MAss q� �a qW y v VON HONE (Installers Sigi r ) 9 #1068 a �' F � ryf STti � TAR% . v (Designer's Signature) (Affix Designer's tamp 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 844-13.doc Town of Barnstable FINE Tp�, Regulatory Services ti Richard V. Scali, Interim Director BA STAB Public Health Division 9 MASS. g t639.,E ate` Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: Assessor's Map\Parcel: Property Owners Name: �L Clil In accordance accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N\A ❑ I have been provided a copy of the,Title 5 I/A technology Approval letters. // (15 page Standard Conditions letter and the specific technology letter) V ❑ I have been provided with the Owner's Manual U ❑ I have been provided with the Operation and Maintenance Manual ❑ I✓�For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ 1" For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) Ill ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted M ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I kzl/ 5 � agree to comply with all terms and conditions above. Property Owners printed name X 'X--��22G t / Property Owners Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, rep airs\up grades, with and without aggregate (stone) and with conventional desilln criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc No. Fee fI d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliCation for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair/Upgrade( ) Abandon( ) ❑Complete System , Individual Components Location Address or Lot No. 19• t t V�, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel J j✓��r' I G 5"t0-eL lL S09—776 l5 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. &A �Xzzvcc t do 509 -Lr 71-6440 .j l/t 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 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1, S.R4+1<_ +a_rLV_ r1 5 Gheo �/o ADL 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 Boar ealth, Signe. Date 2 Application Approved by i , Date a %4 c Application Disapproved by Date for the following reasons Permit No. Z? t( 1 Date Issued ------------��L i f ' No. / 4 Fee d THE COMMON WF_ALYH OF MASSACHUSETTS Entered m computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Disposal 6pstm Construction j3erinit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. 44& T Q• Owner's Name,Address,and Tel.No. Asessor's Map/Parcel (�l j J`�r k SjGj ���� SU4'- —176 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. A)] } 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 E Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) rp, In 6 PM - 1 G�_I"dc fy / t 1 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 Boar ealth. } Signe Date Application Approved by Date V h Application Disapproved by Date for the following reasons Permit No. 2 a 4 —0r q0 Date Issued -------------------------------------------------------------------=------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C.E�R-T�IFY,that the/On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )-by � j'� Q �x��1\�(A I yn at �D T' r \I has been constructed in accordance with theymvisions of Title 5 and the for Disposal System Construction Permit No.j U 1� -U V dated Installer kobpi Designer #bedrooms (\ A- Approved design flow A gpd The issuance of i p/rmit sh l not be construed as a guarantee that the system will function as designed. Date , / 1.✓ / Inspector No.�2 tilt, L-161 Fee /7)U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Constrnctio permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �}�, ( I \f P 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 permi n Date Approved by !� .) AsBuilt Page 1 of 1 i; . -..x TOWN OF BARNSTABLE LOCATION AG S•B• I?Q1UC SEWAGE # VILLAGE M412'5 '0a5 M1t�l-.S Bpck044'' II ASSESS'OIt'S MAP � LOT 2 1 ¢ �tu- INSTALLER'S NAME & PHONE NO. -TALI -t-kRiJ FAC 07We fM -0-S T SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 02 6)C 8 (size) - Io NO.OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER �1c1-kP•2.� a• Re1�. DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No EX�S'1�16r STU CiZL t2� s I 0 o© � http://issgl2/intranet/Propdata/prebuilt.aspx?mappar=101044&seq=1 2/26/2016 Town of Barnstable. P it °tomb Depaitment of Regulatory Services g Public Beal&Division DateNAW 200 Main Street 14nnis MA 02601 r , Date Scheduled Time Fee,Pd. 0 41 Soil Suittibility,Assessmerit for Sewage 'sposaAl , tr Performed By: t�// �S�IlT�C//ICJ ! Witnessed ey ` V 1 '-' ., It LOCATION&GF Z.kL INFORMATIONf'A Location Address J, 7 Pf/ Owner's Name Address �'bs o D• !/�'f ,S �f1 z Assessor's Map/Pgteel: `� - Engineer's.Name NBW CONSTRUtt EON REPAIR I Telephone# g dp—, Land Use ° 1 , / Slopes M ' Surface Stones Distances from: Open Water Body--1R Possible We iArea'y .'_. .,ft. Drinking Water Wellft Drainage way ft Propetty Line ``7 C.0:,��ft,• 'Other ft SKETCH:($$meet name,dimensions of lo4 exact locations of to t holes&perc tests,locate wetlands in proximity to holes) 7 fi daq*ec'/ Depth to Bedrock Al Parent material(gedlogie) � p Depth to Oroundwakdr. Standing Water in Hole: I Weeping hom Pit Estimated Seasonal high Groundwater LL__ D R1kQN TION ORS AS O1 AL HIGH WATT TA L Method Used: I - ' In. Depth to aall ntottlea: ln. Depth Clbperved atanding�in obs.hole: OtdUndwatcf AdJuatment fr• Depth tolweeping from side of obs.hole. in. Index Well# Reading Date: Index well levttl Adj.hetOr,.,,..�.� Ate.Clrounduvnter LaVtll..,.,.. PERCOLATION TEST Observation / I _ 7'Iine at V Hole# Time at d" Depth of Pew ......_.,.--,- • �,' � '� lime(4"-6") -------- Start Pre-soak Time.0 b j� End Pro-soak b ,�� ✓�Di Rate MinJlnch ' ' Site Suitability Ass0smMent: Site Passed_ Site Failed; Additional Testing Needed(Y/N) original:.Public Health Division Observation H01e Data To BeCompleted onBack — I **"`If percola ion testis to be conducted within loo,of wetlaii rint'to d, u must.Brst notify the C I)servation Division at least one(1)wedk pbeginning- Barnstable DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil , Other Surface(in.) (USDA) (Mum ell) Mottling (SIW M%SWpes,Boulders, ra v 606 DEEP OBSERVATION HOLE LOG Hole# �= Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munseu) Mottling (Structure.Stones,Boulders. sistency. n � `' - 0 0 DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil Horizon Soil Texture_--- Soil Color Soil ' Other Surface(in.) (USDA) , (Munsell) Molting (Structure,Stones,Boulders. 4 i DEEP OBSERVATION.HOLE'LGG Hole# Depth from Soil Horizon Soil Texture Soil Color Moil Other Surface(in.) (USDA] (Mansell) _ Mottling,-•(Structure.Stones,Boulders. • t Flood Insurance Rate Mane -- 'Above 500 year--flood boundary No— Yes ✓ Within 500 year boundary No Yes ,.. Within 100 year flood boundary No Yes w.. Death of Naturally Occurring Pervious Material Does,at least four feet of oattually occurring pervious a rial exist.in all areas observed throughout the area proposed for the soil absorption system? If not.,what is the depth of naturally occurring pe. -'ous material?•__ Certification ,/� I certifyn f`� ( hate)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 training.ex rose and ex 'ence described in 3..1 0 CMR 15.017. Signature ���� Date ������ f TOWN OF BARNSTABLE LOCATION 8• VkVC SEWAGE # VILLAGE- F�SI`O� A(11 �' �3ac�kc�47 ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO. -TAL,L "X) _y-r?-tl.S ; QS i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER R1c-k-k&2 r_> �• � � DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No -Pill k yt { ASSESSOR'S MAP: 101 OCUS NOTE: Contractor to confirm soils prior /j PARCEL: 44 to start of construction. Removal of �r REFERENCE: PL. BK. 247 PG. 144 Fill. A & B Horizons may be required s^ along easterly side of Leach Field 5' c� /�.. FLOOD ZONE: X Town of Barnstable beyond edge of Chambers. o_ #25001 C0542J (07/16/14) Be. 9 '1 N n� tin 0 ECT PEDS oo� 90:21 m / JB Dr ve $c I / a_ / S 84104 55. E Sand Va lle I , F92,30 Benchmark set: 225.70, LOCUS MAP N.T.S. �l 87�5 i N Left Corner 8ylkhead x 96.57 m I EL.= 95.62 (Assumed) Ab 1 x 92.65 Lot 25 .o'n Q86'88 ` f��j Shed 326.8t Ac.F. m SET m a x 94.54 95.22 x 95.51 E I ro 95,86 94.98 i Map 101 Parcel 44 ao x 91,i 7 1 95.14 �.93,5 / in o ^, \ PVC CE-AN❑ /� x 85.41 WI SERVICE #46 ' i tttn 0 9 11 86.0 ` \ 94.94 TOF=95.62 94�Si 9gg.65 NSF PTI e tI -lank 6 Pert�b n�g6 • ` \ \ ' (Assumed) 1F T/REE 7.60 Cesspool to be i Pumped a nd 85.93 93.3 94.70 n 94� 888.65\�one h � ackflled 94.44 2,3E 15- w o m o. x 82.9�3 f......... . .. .. 5 T D❑ 'Bl WHu GENERAL NOTES: � , 8077` 8750 94.30 -Deck 94.25 / 8.13 � x e4 - \B9 Grovel: ' 85.56 0 1 SHU Gara a Waf x 90. 8 �3 TH-1 1. VERTICAL DATUM: Assumed X 8�5'� 2x 84.30 I BASIN / p s .7;-:,-:;:` i 2. MUNICIPAL WATER IS _ AVAILABLE. "' e �� - -� °� T 3 f 85,59 3 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT 8 717 F AK41 NNy o SYSTEM UNLESS OTHERWISE NOTED. 4. ALL PRECAST UNITS TO CONFORM TO i 91.95 ^ AASH TO: _H_10 & 20 _ 7 /N� W 5• PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. x 86.51 96 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE \\ / x s o . . . . . . • • . h 85.29 WITH MA ENVIR. CODE (TITLE 5) AND LOCAL x &.1A.4, / REGULATIONS.7• CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES x 4.42 SBA- -ao-PRIOR TO CONSTRUCTION. x 83.46 Iry 46 J.B. Drive a�o� VMarstons Mills, MA �� OF MAJ OF PREPARED LEGEND: t o��Q� AM L. f9�y� J� � MAf�q�ti associates Richard Starck _ �, TERRY sePn �c sYsM o�GHs FOR: �- ss--f- PROPOSED CONTOUR Ga VON HONE ANN 46 J.B. Drive c= WARNER y 99 PROPOSED SPOT GRADE No. 1068 320 Cotuit Road Sandwich, MA 02563 M a rs t o n s Mills, MA No. 38721 - 40 - EXISTING CONTOUR , Isl- and Pf�Isl RfGI 508.833.0041 N and X 30.23 EXISTING SPOT GRADE �P /gYgf Surveying by-. B & B Excavation & TEST PIT I t NOTE: This plan is to be used Terry A. Warner.P.L.S. for septic system purposes only HG2rwioh ngARO sas DATE REVISED SCALE SHEET NO. ® EXISTING WATER SE VICE �l(l��p and is not to be considered a (508) 432-8309 03/30/2016 1" = 30' 1 of 2 ©X- WORK LIMIT LINE property line survey. Provide Riser over D-box NOTE: All components to be marked with NOTE: To prevent breakout, final grade of EL. 85.4 to be to within 6" of final grade magnetic tape or similar prior to final cover. carried out a minimum 15' beyond edge of leach facility.T.O.F. (Full/Walkout) 9 p y g y. EL. 95.62 (Cover to be watertight) Regrade, as needed to maintain maximim 3' of final cover. F.G. EL: 91.9-95.2 F.G. EL: 87.5-88.6 F.G. EL: 88.0 Maintain Min. 290 slope over leach facility to Existin �- revent ondin F.G. EL: 87.5-88.4 Exist. Invert Install risers w/covers over inlet and 1Min. 2" of .1/8" - 3/4" Washed EL. 92.37 ° outlet to within 6" of final grade -` Stone or Geotextile Fabric Inspection Port within 6" to grade L=60' Access Covers min. 20" diam. per Code) PVC 4" Pip ° 4" SCH 40 P L=5 L-10' Naturally occurring Clean Sand 11.15%(2%�AIN lo, 4" SCH 40 PVC 4" SCH 40 PVC p To o eastone or Geotextile Fabric EL. 85.37 ta, ®S=2.6% 1 6 i 12" ®S=1.7%(0.5%MIN) 11" Eff. Depth EL. 85.68 Install EL. 85.43 EL. 85.3 EL. 85.13 Bottom EL. 84.04 ° Gas Baffle PROPOSED DB-6 EL. 84.96 Use 4 Rows of 4 High Capacity H-20 DISTRIBUTION BOX a Infiltrators (Total 16 Units) 7 61' Watertest for levelness (H-20) without Stone (Install PVC Inlet & Outlet Tees) in Field Configuration EXISTING 1000 GALLON if more than one H-10 SEPTIC TANK outlet (25.5' x 13' x 0.92') EL. 76.43 Bottom of TH-1 SOIL LOG SEPTIC SYSTEM PROFILE DESIGN CRITERIA N.T.S. SOIL EVALUATOR: AMY VON HONE, R.S. S.E. #2517 Number of Bedrooms: 3 Bedrooms INSPECTOR: DAVID STANTON, R.S., BOH Soil Type:DATE: MARCH 28, 2016 10:00 AM YP Class I PERCOLATION RATE:<2 MIN/INCH IN C1 Percolation Rate: <2 min/Inch PERMIT #: 14984 ADDITIONAL NOTES Daily Flow: Design Flow: 110 G.P.D./Bedrm x 3 =330 G.P.D. TH - 1 TH - 2 1• Contractor to confim soil suitability prior to installation. 330 G.P.D. (Min. Required) EL. 86.93 EL. 88.13 Contact BOH and Design Sanitarian in the event of varying Garbage Grinder: soils from original soil test. Removal of Fill, A, and B soils Not Allowed Fill Fill may be required a minimum 5' beyond edge of leach Leaching Area chambers on easterly side of Leach Field. Replace with Required: (330)/0.74 = 445.94 S.F. 66" 81.43 a4" 86.13 clean soils per Title 5 specifications. Loamy Sand Loamy Sand 2. Septic Tank Required: 330 G.P.D. x 200% = 660 G.P.D Y Y Pump and backfill existing cesspool. Any contaminated Reuse Existing 1000 Gallon 70" 10YR4/1 81.1 30" 10YR4/1 85.63 materials within 5' of proposed Leach Facility to be Use 4 Rows of 4 Hiah Capacity Infiltrators (H-20) B B removed. without Stone in Field Configur.: 25.5' x 13' x 0.92' Loamy Sand Loamy Sand 10YR4/4 10YR4/4 3. Water line to be sleeved at any sewerline crossings and Effective Leaching Area: 90" 79.43 38" 84.96 within 10' of any septic components, as needed, per Water 4.73 SF LF x 6.25' Unit = 29.56 SF Unit C1 C1 Department requirements. Contractor to verify location of / / / (Per DEP General Approval) P q Y 16 Units x 29.56 SF/Unit = 472.96 SF Coarse Sand Coarse Sand perc water line prior to construction. 2.5Y6/6 2.5Y6/6 ® Design Flow Provided: 472.96 SF(0.74) = 349.9 GPD 50" Bottom 4 Distribution Box to be placed on 6" crushed stone or compacted, level base. 46 J.B. Drive V h Marstons Mills, MA associates PREPARED Richard Starck 126" 76.43 120' 78.13 � s�anc srs1EM oes�cHs FOR: 46 J.B. Drive No Groundwater Observed 320 Cotuit Road Sandwich. MA 02563 Marstons Mills, MA TH -2: <6" ® 06:15 minutes PERC RATE: <2 MIN/IN. ( C1 Horizon) 508.833.0041 a n d I, Amy L. von Hone, R.S., hereby certify that I am currently approved by s„ryeyin9 by: B & B Excavation the DEP pursuant to 310 CMR 15.017 to conduct soil evaluations and Terry A. Warner.P.L.S. that the above analysis has been performed by me consistent with the 22 bong Rood requirements of 310 CMR 15.017. 1 further certify that I have Harwich. MA 02645 DATE REVISED SCALE SHEET N0. successfully passed the Soil Evaluator's Exam on November, 1994. (SM) 432-8309 03/30/2016 1" = 30' 2of2