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HomeMy WebLinkAbout0183 PUTNAM AVENUE - Health '1`83 PYlmamfvenue :t1 _ TOWN OF BARNSTABLE LOCATION # VILLAGE . �- ASSESSOR'S MAP&PARCEL d � INSTALLER'S NAME&PHONE NO. L. C• �8�S I-���`� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) GAL 90 a�tl�� NO.OF BEDROOMS � c�a/ A 7-",w4,1 OWNER L xn�L-:LL PERMIT DATE: -1 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility •4- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 1 g�e=f Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 4- Feet FURNISHED BY t�uLld/�7 �i9wwio-ync l 3G ' 12,1 O 7 No. : 7'o-, (�� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplitation for MispoSal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. /93 a ram w Owner's N e,Address,,,and Tel. Assessor's Ma /Parcel l Cc -tt.uT Latm.Qt,o L�7 j'r106 AIJI p 3ro v y© 13 ThankZA L4. Co" -0,_0 rf Installer's Name Address,an Tel.No.J-013~t/a&-$qO&O Designer's ame Address,and Tel.No. ; yap- Qwc a Okot e[�tYS+,rul.*it�Y1 I`rune_ y,5 ugoV 0M. -,.aaltwn c, r�nc�e�,',� Po PN ewsS' .Ma,1o6 5 Mils s os Y- aac.ss Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank (f Y% S ,05 Type of S.A.S. eX 1°S Description of Soil Nature of Repairs or Alterations(Answer when applicable) U' A (� scH Y6 NO- Date last inspected: Agreement: The undersigned agrees to ensure the constructio7tal �ainte ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro Co, d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea S igpe Date Application Approved by / _ Date Application Disapproved by Date for the following reasons Permit No. 202 0 Date Issued k. No. e r �' f�.% r t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputec: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Nplication for Misposal 6pstent Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ®'Individual Components Location Address or Lot No. 153 A4i4gts)Ai. Owner's Name,Address,and Tel No. h` '�I S. C/0 1 f my [.Ci���''W" Assessor's Map/Parcel U7 A d yj� v#-�u T' t 3 71,a��cL1 L 4. Installer's Name,Address,and Tel.No..,3-0$ Y;?8» 6-q 1P(1� Designer's Name,Address,and Tel.No. Sk r15Z. ucfi��l Re4 �„ ;ixx,�'I �1ASI rwWrir-I Poe c &Z�v Mai'r% oths Ails , i0 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 gg Size of Septic Tank d xi`Jl�n5 Type of S.A.S. e—YC ! Description of Soil Nature of Repairs or Alterations(Answer when applicable) 0UnAe c .11.ht _ iou�-Io l S�"A i-,�; J {I y r I I f f Date last inspected: Agreement: �! The undersigned agrees to ensure the construction .ini int,e/naannce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envirom ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health., Signed oa/ Date Application Approved by Date . I . Application Disapproved by Date for the following reasons 4 Permit No. )-o 2 t6 Date Issued ] �/ / y 9 THE COMMONWEALTH OF MASSACHUSETTS 1 � BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS.tS TO CERTIFY,that the On-site Sewage Disposal system Constructed(.') Repaired( ) Upgraded( ) Abandoned( )by70►'--�yyG -_`!�r? r1C. Fit1 -►'t at J VA Qtt. Ad rn A i�4" �tl (»tom� has been constructed in accordance with the provisions of Title 5 and the for Disposal Pb( System ConstructionPermit Nof, �— dated Installer b(1,,:,EUt� ,1 �tA11 h g�,rra,,��r_N--% .1 t-V—. Designer #bedrooms A y Approved design-flow AA gpd 1 The issuance of this �eAlt shall not be construed as a guarantee that the system will function as designed. Date Inspector No L�- iJ n � - - -- ----------- --- i+ � Fee THE COMMONWEALTH OF MASSACHUSETTS w PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS } Misposal *pstem Construction Permit A� Permission is hereby granted to Construct( ) Repair( ) �Upgrade( ) Abandon( ) System located at and w described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 1 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 �/`{ Approved by ^� ENVIROTEC1 LABORATORIES,INC. MA CERT. NO.: M-MA 063 8 Jan Sebastian Drive[Init 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Diversified Drilling Location Lot 5 Putnam Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sample Date 07/05/16 Collected By DS Sample Tinte Sample Type New Well Date Received 07/05/16 Lab Order Number DW-162175 Well Specs 4" Loc Iron,Sortrce Date Collected Tinre Collected CbnIIWit s A Q7/.0.5N 6. Analysis Ret nested 11 s Recotnntenr e!Lin s Analysis n!t ! r t1! tal is Result Afetho D d ate Anal ed Analyzed B! I y yz yz ,► Total Coliform CFU/100mL. 0 0 SM9222B 7/6/2016 RS Comments: Water meets EPA standards and!�,s itable for drinking for parameters tested. Dale 7/712016 ti _.. .._.. ...... ..._ Ronald J.Sat, 1 Laboratory Derector /J I BRL=Beloit,Reportable Linuts *See Attached Page 1 of 1 cC'eriffrcation is not available fir this analyte.for non potable crater samples.. ENVIROTECHIABORATORIES, INC. MA CERT.NO.:M-MA 063 1 8 Jan Sebastian Drive Uttit 12 Swit/wlch,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Naine Diversified Drilling Location Lot 5 Putnam Ave Address 108 DeGrass Rd Cotuit,MA Mashpee,MA 02649 Sanfple Date 06/29/16 Collected By DS Sample Tine Sample Type New Well Date Received 06/29/16 Lab Order Number DW-162097 Well Specs 4"PVC Location Sotrrce " Date Collected Ttnte Collected Conrrae�fs ........ $ #5 Analysis Requested Units Recontmettded Linrlts Analysis Result Method Dale Analyzed Analyzed By Total Coliform CFU/100mL 0 60 BG=>200 SM9222B 6/29/2016 RS pH pH units 6.5-8.5 6.06 SM 4500-H-B 6/219/11 2016 LL _._..---........... ---_.. Specific Conducta. cen umhos/cm 500 109 EPA 120A. -- 6/29/2016 LL .. ..... ......._. ... ....... -_... Nitrite-N -..__.. mg/L 1.00 <0.006 EPA 300.0 6/2912016 LL Nitrate-N mg/L 10.0 0.10 EPA 300.0 6/29/20-16 LL Sodium mglL 20.0 15.1 EPA 200.7 6/29/2016 MC - —- - --.. ---------- Total _ 1. Total Irons mg/L 0.3 0.03 EPA 200.7 6/29/2016 MC --- - ----- --- -- --- --- ---------------- . .. ... _..._. Manganesen mg/L 0.05 0.008 EPA 200.7 6/29/2016 MC Volatile Organic Compounds* ug/L See comment. 1.19* EPA 524.2 7/1/2016 NEC* - -- __ _.. . ................................................ Comments: pH is below recommended limit and may have corrosive characteristics. Coliform exceeds maximum contaminant level. Suggest retest. *Total Trihalomethanes can not exceed 80. Water is not Suitable for drinking purposes for parameters tested. Date 7/6/2016 Roita d .Saari Laboratory DI r c r BRL=Below Reportable Limits *See Attached Page 1 of 1 CCertification is not available for this analyte.for non-potable water samples.. New England ChromaChem 6 Nichols Street Salem,MA 01970 978-744-6600 Massachusetts DEP Lab.M-MA072 Sample Information EPA Method 524.2 Rev 4.1 Volatile Organic Compounds in Water Lab ID: 607012 Client: Envirotech Laboratory,Inc. Client ID: DW-162097 State: Liquid Date Sampled: 06/29/16 Date Received: 07/01/16 Date Analyzed: 07/01/16 MCL Regulated VOC's Results(uglL) (ug/L) Unregulated VOC's Results(uglL) Benzene ND 5 Acetone ND Carbon Tetrachloride ND 5 Bromobenzene ND 1,1-Dichloroethene ND 7 Bromochloromethane ND 1,2-Dichloroethane ND 5 Bromodichloromethane ND 1,2-Dichlorobenzene ND 600 Bromoform ND 1,4-Dichlorobenzene ND 5 Bromomethane ND Trichloroethene ND 5 2-Butanone ND 1,1,1-Trichloroethane ND 200 N-But (benzene ND Vinyl Chloride ND 2 Sec-Butylbenzene ND Chlorobenzene ND 100 Tert-But benzene ND cis-1,2-dichloroethene ND 70 Chloroethane ND trans-l,2-dichloroethene ND 100 Chloroform 1.19 1,2-Dichloro ro ane ND 5 Chloromethane ND Eth (benzene ND 700 2-Chlorotoluene ND Styrene ND 100 4-Chlorotoluene ND Tetrachloroethene ND 5 Dibromochloromethane ND Toluene ND 1000 1,2-Dibromo-3-Chloro ro ane ND X enes Total ND 10000 1,2-Dibromoethane ND Methylene Chloride ND 5 Dibromomethane ND 1,2,4-Trichlorobenzene ND 70 1,3-Dichlorobenzene ND 1,1,2-Trichloroethane IND 5 Dichlorodifluoromethane ND 1,1-Dichloroethane ND 1,3-Dichloro ro pane ND 2,2-Dichloro ra ane ND 1,1-Dichloro ro ene ND Hexachlorobutadiene NO Iso ro benzene ND P-1sopropyltoluene ND Methyl-tert-butyl ether ND Naphthalene ND N-Pfopylbenzene ND 1,1,1,2-Tetrachloroethane ND 1,1,2,2-Tetrachloroethane ND 1,2,3-Trichlorobenzene ND Trichlorofluoromethane ND 1,2,3-Trichloro ro ane ND 1,2,4-Trimeth (benzene ND 1,3,5-Trimeth (benzene ND Method Detection Limit=0.5 u /L Recoveries of Internal Standards % Benzene-d6 W 100 4-Bromofluorobenzene 93 MCL TTHM's=80 ug/L 1,2-Dichlorobenzene-d4 100 Method Detection Limit=0.5 ug/L Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce A.Bornstein,Lab Director Date: 7/5/2016 - jNo. "Ol ,CA^ Fee �b i BOARD OF HEA TH TOWN OF BA NSTABLE La ZippYicat[on for Vell Congtructiort hermit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an ind' dual we -T s. /3 ' . Iss . C4T ,-Az-k - 036 -- n Location-Address Assessors Map and Parcel C Ur It Loc,,e /I 1-0T5 /� Owner / Address ! be ry n,i� SC LEI�/V c / I A/C �S� /lt) 8 D e Coiu S S � cI • A41A 9 Installer-Driller Address Type of Building Dwelling A o u s R Other-Type of Building No. of Persons Type of Well 1/'` P o L Capacity Purpose of Well no m esT,- waft-T Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Com Ianc as been issued by the Board of Health. Signed � .� �/7 //6 Date Application Approved By 6 2 0 (6 Date Application Disapproved for the following reasons: Date Permit No. Issued Date ---------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO•CERTIFY,that the individual well Constructed(�, Altered( ), or Repaired( ) by Q A.i 2 Z/ Installer . at L o T 5. UT - /$S 4 o C has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M A- /- C& DATA 3Y No. Fee BOARD OF HEA(�TH TOWN OF BARNSTABLE Zipplication jf or Yell Cow5truction PermitPs���;f.s,VA ;-f- Application is hereby made for a permit to Construct(v�, Alter or Repair O an ind dual we VI/ we T 5. Na7 6 u Co 36 Location-Address Assessors Map and Parcel \1 Owner Address L"k r ))"✓ C // —) 7-) '1 . "'.,1, �lill Installer-Driller Address Type of Building Dwelling Other-Type of Building_ No. of Persons Type of Well Capacity Purpose of Well n o P 7-/(- Lj A—te Agreement: The undersigned agrees to install the afore described individual well in accordance wiiirthe provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Com i"liance)has been issued by the Board of Health. Signed 6 Dapplication Approved By /4 61te A >11,16 TDate Application Disapproved for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(1, Altered( ), or Repaired( by if IV"'i rs Sca •,j Aj I Installer at L& T 0,MA 4 L) t C L) 7 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated %, i THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Conotruction Permit No. 1)') 2 L — o Fee Permission is hereby granted to Q Installer to Construct(kj, Alter( or Repair( ) an individual well at: No. /1 7- 3 Sr Street as shown on the application for a Well Construction Permit No. Lj2o(G -O ('-/ A Dated Date 0 1(61 Approved By �- Town of Barnstable oF�� ble P. c� Department of Regulatory Services 3 BAHWSIABM Public Health Division Date (0 MASS. ��s�0� 200 Main Street,Hyannis MA 02601 J-0 Zf Date Scheduled p act Time v }' ' l me��"` Fee Pd. v �r Soil Suitability Assessment for Sewa g a Disposal Performed By: �� leek,, ! Witnessed By: L-s LOCATION & GENERAL INFORMATION Location Address Owner's Name Address Df 9y2 Pd Zoe 7ra7� ConCa � Assessor's Map/Parcel: 3 6�aY� Engineer's Name fr.�L-W,1 CFM , 'ef:n 9 - Co�SI-!4.'-J, z'11C. NEW CONSTRUCTION >�REPAIR Telephone# 5'c?--YZ4.-335'Y Land Use ReS,G y-,e!, Slopes(%) ® ^S Surface Stones ✓��-Q_ Distances from: Open Water Body wo_� ft Possible Wet Area 009-F ft Drinking Water Well (00 ft Drainage Way ft Property Line 30 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) YJ , O 0 i Pfrc Lo-N S 6 N Parent material(geologic) ®G &6s Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Ap_> e Weeping from Pit Face A-aa_� Estimated Seasonal High Groundwater DETERMINATION FOR 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 PERCOLATION TEST Date 10 /7-Time /C,gv, Observation 2 ` Time at 9" Hole# 5 Depth of Perc 20 Time at 6" Start Pre-soak Time @ 0 20 Time(9"-6') End Pre-soak 6 !-70 J .!7 6 RateMinAnctt 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:\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. q Consistency.%Graven /'rsA�� Sti rn �R G 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 to R M soh C w z1alMil S,14 rorhR C/o 3 6 _ 0 o G .S'a,.e( 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 s� f a r2 3�z 31( -t39 C sail) td fZ ' 2r� a entc„ .../.hVJCr..:36tp�l�nl.•=�•.•::',Vr.�-�-r` _ ;'.�ei:^'.+.... V.'^.li: DEEP OBSERVATION HOLE LOG '�" Hole# Q Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel o -36 �- �� s fd 2 14 3C Q lb C - j Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes L Within 500 year boundary No ✓ Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material -'Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the " area proposed for the soil absorption system? -& S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 2'Alental (date)I have passed the soil evaluator examination approved by the Department of Envirootection and that the above analysis was performed by me consistent with the required trainin ,expertis?e nand/experience described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC No.dw/(v \FeQ THE COMMONWEALTH-OF'!1ASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for M18t10sal *pstrm Construction Permit Application for a Permit to Construct Re air( ) Upgrade( Abandon P�omplete System ❑Individual Components Location Address or Lot No.0 L3 1 u k4-&L .4� Owner's ,Address,and Tel.N C1� s Cas 2. Laws P! Assessor's Map/Parcel ® ® 0 0 Installe 's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No. ("jucJ, , �� _ sc. �"vAn Er►�',`h ePf,n9 +C'ms.S&( �^3 Type of Building: Dwelling No.of Bedrooms Lot Size �� Jf"s kef Ssq.ft. Garbage Grinder( ) Other Type of Building ,S".,& �4M '^'/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures QQ Design Flow(min.required)�p gpd Design flow provided 1040 8 U gpd Plan Date �20 2G!rD Number of sheets Revision Date Title S•'p V,p l4oj PCVased T ot e-*e,*9 *, /91-193- ` b4/i*,y N� Size of Septic TankZ�© 4-/� G9�� Type of S.A.S.Cy- SG© � C40A,Domr S Description of Soil "1' k- 49 0-9 q/A p� ,-, G'pa+1lrJ IF Goan s 4��.,-n;s4 2' �' Z8�r3� C.LQ e/' SR vet qlk 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-an of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. " Date '�c '1 Application Approved by Date FS Application Disapproved by Date for the following reasons Permit No. aa/& L) Date Issued , Fee THE'COMMONWEALTHoWWASSACHUSETTS Entered in computer: y � : .. = Yes PUBLIC HEALTH'DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ` 01pplitation for Mispo8ar,6pstem Construction Permit f r Application for a Permit to Construct 01Repair( ) UpgradeA(--1) Abandon( -) Complete System ❑Individual Components Location Address or Lot No. J ;�t. �' '' a O er's Name,Address,and Tel.No. �c�lr5 R. Cowt? U Assessor's Map/Parcel f U 00 Installeerr's Name,Address,and el.No. f Designer's N!ame,Address,and Tel.No. `JQII_A� LA-, 6,�JSI ;' 77��- I - 5UtlivCJrt 6hf,,kjeor,,,5 -{- v( G,'.rs >Dvs 9_�i9 1 4/2.6 YWY Type of Building: nn ~ Dwelling No.of Bedrooms v f7( . Lot Size y. S �p�sq.ft. Garbage Grinder( ) �i Other' Type of Building S.'nS k Furn I/T/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;gpd Design flow provided gpd Plan .Date /Z.Q/-20 Number of sheets 2 Revision Date r Title S, -Le 0114A, y: Size of Septic Tank ZCQQ -{' / G�r�. Type of S.A.S. G— 700 6, c4 .*j�et $ / ._ Description of Soil_7 N� � �—� 0/4 [Y C>4,,, // y�( � �4 �/ lx �G9�g�rS`t t (dt✓/7 �� � r � �F'/ G6A +/ SG1/t01/ V(a.w/1.-54 k"ll"W /- � 08- 7 ' C &, -er • - S� �/'�i a `��Le ��:;wh . Nature of Repairs or Alterations(Answer when applicable), t h Date last inspected: t. , 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.an' `p d'bt to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S ed r. Date -7 X 0(-4- Application Approved by Date Application Disapproved by Date for the following reasons Permit No. /[Q ^� Date Issued ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Conn liante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed ORepaired( ) ; Upgraded( ) Abandoned( )by at r PG'f h �►, (<[�• has been constructed in accordance J with the provisions of Title 51andd the for Disposal System Construction Permit No.`Do/,,_,:�b dated �—/R Installer .��j0 lC�r` �` Designer V��,'yq n EH y rh F'{'(�h e #bedrooms _ r," Approved design flow gpd The issuance of this permit shall not be onsttrru+�ed as a guarantee that the systemevill K�ict •Caszsigned. Date / ) Inspector -----No. r�lE� - P�/ -�--,-,�----------'---------------------------,=3------------:.-------,,,,, .--------Fee----l- J�------- (� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Misposal *pstpm Construction i3ermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at Ci, h 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 t inst be completed within three years of the date of this permi. Date 1 l (, Approved by _ y E AUG-30-2017 20:53 From: To:15W7906304 Pa9e:1/1 Towle of Barnstable Regulatory Services Rich%rd v.Sam,Interim Director i MENEM& Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Fax: 5o8-790-6304 Office: 508-862A644 In taller&Designer Ccrtificatiop,Form �y - Assessor's Ma \Parcel 10% XY0 Date: t3 Z l Sewage Permit# 2� P \ Sunian Engineering&Consulting,lac- Designer: lac- Installer: Address: 7 Parker Road l PC Box 659 Address: _ S-L — osteMlle,MA 020M Q � r On l f o v �lrt was issued a permit to install a (date) installer, septic system at r U� " l' based on a design drawn by P address Sullivan Engineering&Consulting,Inc. dated 2 G l (designer) �I certify that the septic system referenced above was installed substantially according to 't 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 (ire. 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 referenced above was constructed ' ce with the terms of the llA oval (if applicable) � ���or CWHMAES CM1 -. nstaller's Signature) W 52699 /2:�i 1-441 ro (Designer's Signature) (Affix Designer's amp Mere PLEASE REM TQ BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COWLIANCE WELL NOT BE ISSUER iNTIL BOTH TIUS FORM AND AS- BUILT CARD ARE,,RECEIEVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANIKXOU. Q,1Scptii;\Doigtte'Certification Form Rev 5-14-13.doc B�d p e Both Bunk�Ro.orn Bo th Kitchen Guest House Bluff House Bluff & Guest House Floor plans of 183 Pu to om Ave - I I ZONE: DIRECTIONS: RF(RPOD) From H yanni; Take Route 26 Area(min.)87,)20 SF into Cotultl Fake o left of lights 1 "l , Front 9e(mm) 150' onto Putnam Avenue; After Old Buffer Zone Calculations F- IYdfh(min)na post Road intersection take o left onm dirt driveway far§135. Front 30' ax so^9 15 IUNRC 1,242 SF BUD t 216 SF PAGO {� Rear 15' GARAGE /I 83-1.003 SF PLO 6, 1 0 � I, FEMA FLOOD ZONE meat-0,+61 sr ° ,1 T" c• -rm �, Zones X. 29 AE(EL72), &AE(EL74) _ 50-T00': i 1 �I�U 1 -Y i Mop k 25OOlCO543J&25001C07f64F- ---- ,9181=465 SF BLD ' ���yyle. f�IC\� 61 Sr BLD eII.July 16, 2014 - __ _ _ _ - - ®IB5=591 SF BLD Total=1,217 Sr REVISED GROUNDyVATE6— ` P,a,„°, r v �, p TEtQI E)ci PROTECTION ovE'Rt Ay,,biSTRICT: Y' j /181-216 SF OBSERVAnON PLATFORMS AP- Aquifer Pr.leati0 District' IHI =144 SF OBSERVATI PLATFORMS Location Map j 1165 m 1a4 SF OSSCRVATION PLATFORMS 1'=2000'3 I Tefal-504 SF ASSESSORS REF,: 1' WELL 9ELL 50-100. A1ap D 6,Parcel 040 II O I 9F B1-1,782 SF BLD t 1,150 SF PAno i WELLd18 I.52 SF BLD+ Sf PA To AI /I85-1.421 1,5 SF BLD+1,500 SF P4i10 I' jl ialal=9,J29 SF 1 I', M1lil)g°fion Repvired (504 Sr-Z461 Sr)X 4--7,828 SF � (9,329 SF-1,217 SF)X J=24,336 SF i Total Required= SF �• I Tpfal Provided=FWvlI,ly R ast°red 5O'Buller- ` EA'ceaL far DDserva(i°n Plat lonn9 �X II 1 `\, FUTURE I / 1 I11 I /\ GARAGE \ tv 11'\ 1 1 , \ ♦♦ ♦`� GARAGE i66.J a] � I 3♦ I � i i92.5 '� 3 \II r r �• Iota —/ 5.r \\ 1 221,616�F5.09tAC tD MLW /�''--` - "- 229.1 (Isabot♦Rarzun,at.1.) CTF.2LV423 \ / \ Lot / - rr EXIS77NC DOMESTIC MU TO BE \ 196,004 1`4.55tA 9MLW T. Ct7NVE&TEO'TO IRRIGATION WELL o, / (C118I Sf(,.LD IQ Large Lo 6 \ .� / CTF.2094 TtSF 4 2tAC to MLW Barzun/ '� ` Shed Chill,LLC) . Appras. 3 1 TF.209425 Parfit 25.6 oavlloa vEsbse A A System da b in l\ 12.8 Cut off - 4 1 - Rama. d y _. H-i' Accordance will'-"" 5o RESERVE 310CAIR wJSa MM Room 3 - m ' o ♦`� Tp-1I_ -33..5 -I 3. -7 315 \I / GARAGE 26 PROPOSED J") % y / •\ PROPOSED \ / e PEOTIC / 8 BEDROOM µ t • %307 RE SEPTC '/ i `:.SEPTIC M Do i-H _-_______ BLUFF -.Po`'a/ small b 1 / 1 / / / / HOUSE / I jl b 6Sdone \ ; _J _1A cR dwlth PRO. Shed /28 .35+ p � I '-}IF- ' O yF-' ♦ m i I r--s j n'-10• - .. � ._ .I, - / O / `/p( -1 C tIOUSE - /i 11( O O 1 0 O%r/J \ TH s O i2,ol , 42.0 / f - - E Y I K � ` n / PROPOSED L --) O V 6 O. ADO/nON 10 - - --.- -:d`- 100B,Her _ _ _ Iq BERG O \ //// 9rr ,. -- __. � o_ GROOM �0 ` NPR OSEO 'a`- -� ,_- \SEP - - '100'Bufleq AD / RELOCA iEO GWE1" ._ 11-2 _ O RELOCATE BDIt£LLING \\ / \\ 'PROV E DRIP EDGES- •PROVDE OR ROOF RUNOF DRIP EDGES- ) F F I FOR ROOF RUN a \ \ t FFE 41.0'3 y_..__. , -.._.._. ppalien o raX. fZF.LOCATED NELLINC' / 1 fFE O 41,53 / \ --' U Et,s / )' ny5)sf m 'PROVIDE ORI EDGF9• / / //I/1. ♦ 11,.\ ._:•n..._- em6psed ed i i TOR HOOF!UF}NOF ob Ac< donee 4 I/1,r1 I I' PROPOSED J10 MR IS 11h PROPOSED PAno& \ PATIO&IVAL(S /k' (950 S.F.WAL t) OSFDit / / 1I� PA nO&W/,LK r /\ /- G:.'-0- �'- 1•%-- �t / 11 \1 t ,�100•IL/ -- - I I50°SF.t�001 sD a a: f /• ,l I 5 IT `I DISTURBED A AS' r I I I \ \J \y LL / 61STURBEO AREAY / DIST�IRBED AREAS _ 0 BE RESTORE IWD P7 ROFlOSED I I I l�,+ f �'. 0 SEDm� TD�E REB70RE°W11N % TO BE RESTORED Yr1 H, �Iv 2 OR J NATURAL STONE9- _ / �1 I ` ..P IN I/ /DRY MEADOW RRY MEADOW ION COTITR 'NI% J \ \ r F 0510N CONTROL M ERO GN CONTROL MIX •1 OR APPROVED EOUIYAL N '� I t I\ 1/// / ,R TO PERMANENILY DELINEATE 50: / / I j \f �� / / RftOPnSFn RESTORED SO'BUFFER • 1 \\ -�-1 2 b J NATURAL STONES IF 1 h / I .I I I•1 I /\ 50• / PATH 50. ,I R APPROVED Et"LENT / 1 I 1 { D WORK LIMIT / , T I PERMANENTLY OEUNEAT .. .._.- 1 T. r i &Stat4 "'/.-„_ I/ bL'l /ne j' I I ( 1 1 I. \ Y BAL H 9ILi N 1 r+` RESTORED 50 BUFFER, D r ad C°asl ar Bon ,�"' _" I fFl f.IN f! A FD1 R LW PROPOSE OA 14061 PROPD8E0 OB�SrEHy�ellN / �70� �GTFORM,AT Woe(1`4* - _,_�!� PNATFORM- pRA E/ /'� ';FINAL�LDGIIDN AAE LC E i'° of Tawn&Stole S tG'LbtailOR' SIINC PAnd "IELD ADdL51Ep..i AV010 VEF Y ON - Define C°aslal Dank 61 -- _ 2-bR-JVJiu1jAE STONES.,.. `.�PROPOSF1TOeSERV,ATIDV - AO--- APeROV-D-EOLIIVALENI_' -PLAiFti)tAI A GRADE(il4 SF) �_ _ AWN°iI;Y EDNEA'I€ .� FIWL-LOCAl10N AP1AtL -JS- _ - - - $E�TO(tE0-SO 911FTLR -FlEL� JJS7EP TO-AWIO;VEGETATION.- i FEMA Zane UJ \ 'v MapSNyab Ora SOOIC Bol(om al Bank �1:. ..�- ,N - Q - Ed9a --�- _.._.._.._ and SI°rv9e R.O. Af LI4 See SET 2123 - _. C-1al Brach .. _ _.. ....._--_ ... ..-. _. -. _ .. _ .I Le end: -__.... Mean High wale, '--i EI-1.8"NC,W'29 ��"''---.-- + C°ni/emus Trce Jul,2.14 ..........._. C®turt Bay o , q Wy 4 Utlity Pole w°It —OHW— Overhead Wras --25-- E-Imn Cantour Revision:Add Comments er.Heal)h De-tment 1811,12016 TITLE.- Site Plan PREPARED BY: PREPARED FOR: NOTES: Proposed improvments ngineering7&is G�p8d7U�/ Tne Bluff LLC, et OI. 1.)The property fine information Shown was 2 At S1111i'vanConsulting,lIlCn compiled tam available record (ormafion.23 WO Bay RH S020 C �� r Demrvme MA 02655 1 y 2.) the topographic information was obtained 181-185 Putnam Avenue (508)423ZW gEm659.7hiV Flad.OetmllftiMA02655 )•so->sa./.xo>sssm. �t� Tram an on the grountl surveyper(o—d on rclt,AullMnmdlvtam•www.aullhemmsln:mm or between 24/FED/11 and 08/AUG/27 KAR BARNSTABLE7 (cOtult) MASS DraitJOD Ficld:NMI< .)The datum DA TE: � � � � - � ��SCALE: ���fl��� �'J Rev / 20 0 t0 20 40 3 BO used is NAVD •88, o fixed mean June 2M 201.6 1 =20 JDU C-P✓Draft/Review:RRL sea level datum. �. Pro/ect:98124 Drawing#C527_IG2 ext 1� � � eZ 1�5— / � V TOWN OF B ST E BUILDING PERMIT APPLIC ION U �0 ✓ r/ 00 Map D (o Parcel O Application # Health Division Date Issued ` ' Conservation Division - Application Fee � Buffer Zone Calculations 3 c75 ..�1 Planning Dept. Permit Fee �- 0-50'.9 0-50': /lilt 1.242 SF BLD+216 SF PA770 a- /18J=1.003 SF BLD I . /185 0 SF ^. Date Definitive Plan Approved by Planning Board Total=Z461 SF /till=465 SF BLD Historic - OKH Preservation / Hyannis , \/ //11885. 1 Sr BLD III =19 191 SF BLO Total 1,217 SF Proposed _ 0 50': .em-�...� /181=216 SF OBSERVATION PLATFORMS .... - .._ ///��� / b Project Street Address Z. l t� ���f Tom)f�1/l � /183=144 SF OBSERVATION PLATFORMS �f E� r /I85=144 SF OBSERVATION PLATFORMS Total=504 SF /— 50-1 118 c 1-1,782 SF BLO+I,I50 SF PATIO Village I )�'�� L /183=1.526 SF BLD+950 SF PATI /185 Z421 SF BLD+1.500 SF PATIO Owner r I�1ftUL-s S Lr7Ar&7, L Address � Gy9yLFis c /cl - ion =9,329 SF (504a8on Required •�/,,rr�s (50+SF-2.461 SF)X 4=-7,828 SF Telephone / V) �(/ 'I (�)�(-LUYl�� IM it n l 7 y Z Total SF-1,21J,508SQ SF 29,7J6 SF b ` Total Required=I6,508 SF /Toth Provided=Fully Restored 50'Buffer forms Permit Request - ` Except for Observation Platt ( e t m - i I3 C� �l Square feet: 1st floor: existing p& proposed zoy 2nd floor: existing 7f proposed Total new Zoning District 9 Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size y supporting/9 � S• Grandfathered: ❑Yes ❑ No If es, attach su ortin documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No i �\ Basement Type: :06 Full ❑ Crawl. ❑Walkout ❑ Other " ) Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) \' Number of Baths: Full: existing new Half: existing new s Number of Bedrooms: existing —new Total Room Count (not including baths):,-existing _ new First'Floor'Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other 41 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ N Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r d � Zoning Board of Appeals Authorization 0 Appeal # Recorded ❑ Commercial ❑Yes d No If yes, site plan review# Current Use s� .�tr,P_ Proposed Use Iles, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 d03 Telephone Number • -�� to o/LB H Intl Address �3 ( 2Z /A,(, License # G J — 0I Z G 3 ®,� nI7>!% VV14 6Z6 S Home Improvement Contractor# /0 4 h 6`-F -_ �.f� —- FEMA lone Lfnea 1 a//�� ® ^'�D I �/ - wn On FIRM Email L19�CoN 6 Worker s Compensation # (/ VD� 3 =-zs As Sbo Map Number 25001C0756J ell.July 16.2014 L ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO == X a --- Legend: SIGNATU / / .. �j1�•... DATE Ledar Tree Holly Tree Mean High Water --� 0EI=1.8" •29 July Coni/emus Tie. CotUit Bay -0 Guy Tido/ O Utility Pole ® well. Add Setbacks 11 3 2016 —osw— overhead wsrea Add Comments er Nealth Oe artment 8 4 2016 - --25-- Elevation Contour Add Se tic 6 20 2016 - Revision:Incur orole Conservation Comments 411212016 TITLE: p Site Plan PREPARED BY.. PREPARED FOR: NOTES: Proposed Improvments gin CapeSury The Bluff LLC, et ol. 1. The AtSu11ivanC0rJ8UJtJng,JnQEneerie � ) property line information shown was compiled from available record information.2!WestBoy RM bulls 0181-185 Putnam Avenue Date nle MA ozess 2.) The topographic in/ormotion was obtained �{mtlp•RG is Q!•7f�Yr Rd,Or1�A iN@� IsaeT.m-asw/4:o-avam.' from on on the ground survey performed an _�\ BARNSTABLE, (Cotuit) or between 24/FE8/11 and Drat:JO0 Field: WNK AR --March 11; 2016 SCALE: 1 rr_20r Revew: JOD Com �/ 20 D D 20 qa BD 3.) The datum used is NAVD 88, o fixed mean w_ L p./Dro/t Review:RRL sea level datum. 'v Project:98124 Drawing/{C527_IG2 exl 2-7 /a/// �._� x+;1 E O 0 8 v aseg Sa gg v a mg � 6 LC/ W m 15GREEM14 � D. BEDROOM IIPORGH� UNM cc O T] BALKED BATH. I " ------ -- - DW O pRamj ----- ---------- N—�' O KI TGHEN FOYER 5 v o c ENCHPTRY FDR RM. a Q C: a l0 O ) f — C cu F I R5T FLOOR PLANaE 5CALE: 1/4" 1-0- M1+7 LL 00,0 ' I job no.: islo date 26 XLY 2016 SCBIe A5 NOTED drawn: KMW rev. or8v. A_ 1 0 m of ISSUED FOR REVIEW sht € o 0 c i3 {A 9 1 �aQ cc NNj ` a d m � ffi o m m v D r= V N/ BEDROOM 3 DL._I BEDROOM 2 5TOR. ILJI BASH 2 HALL 0 - -0sn=EsAiE- �� w r<<`ssa�e w6o�m- m$ mt o.ym_ m ��,u�m�mcJcua�� -4- W (n V W o PLAN - —/��� c ru SECOND FLOO R I L A N LIVING AREA=iqq 5F �y �L J 00 0 N r U • . y ' job no.: 1510 • . date 25 XLY 2016 • SWIG A5 NOTED drawn: KMW rev. rev. I a A— 3 a n m n ISSUED FOR REVIEW did of u 15' F.F. El. 41.50 F.G. EL. 40'* - *Final Foundation Grading To Be .,5e Note 6 (typ.) Min. Coordinated With Landscape Plan F.G. EL. 40f Complies With Flow Equilizers Breakout As Required EL. 38.75 EL. 38.65 2000 Gallon Installer To Septic Tank L. 38.40 1000 Gallon Top EL. 38.00 Confirm Prior H-20 Required Septic Tank 37.84 H-20 To Any Work (See Note 5) H-20 Required D-Box �L_ 37.68 38.24 (See Note 5) EL. 37.99 . .w . 37.00 �k ` H ch Lea g r s Chamber Bot. EL. 35.00 �,,� fir, •, ., ., Be�iin »T„s All Components Inspe:tion Port, If Encountered Remove & Replace To Be Installed On c 'Ooffels All Unsuitable Soils Within 5' of o Stable Compacted Base as per Title 5- -The Outer Perimeter of The System SEPTIC NOTES- #181 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 1 Q R /1 /'� EL. 28.0 Prior to Any Excavation For This Project the Contractor Shall Make # I V 1 I ! EL O( 'A T ED D�� EL L 1 N/ NO Groundwater the Required Notifications to Dig Safe(1 888-344-7233)and contact v 1, �/ Per Test Hole 11 & 12 Sullivan Engineering&Consulting Inc.(508-428-3344). DE, /E/ OP/-D PROFILE 2.The Contractor is Required to Secure Appropriate Permits From Town � V L CAgencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall NOT TO ����� Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General,Water Lines Shall be Constructed in PERC TEST: 1 L��86 Coordination With COMM Water,and Shall be in Accordance PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING With 248 CMR 1.00-7.00&310 CMR I5.00. SOIL EVALUATOR NO.13586 4.A Minimum of 9"of Cover is Required for All Components. WITNESSED BY:DAVID STANTON R.S.-TOWN OF BARNSTABLE 5.All Structures Buried Three Feet or More or Subject OCTOBER 30,2015 DESIGN DATA to Vehicular Traffic to be H-20 Loading.It is the Engineer's Single Family-#181 Recommendation that H-20 Always be Used. SITE PASSED -8 Bedroom @ 110 GPD 6.Install Watertight Risers and Covers to Within 6"of Finished Grade No Garbage Grinder Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. Total Daily Flow=880 GPD All covers are to be maximum 18"for concrete or 24"Cast Iron. TEST HOLE-9 EL.39.5 TEST HOLE - 10 EL.39.5 TEST HOLE - I I EL.41.0 TEST HOLE - 12 EL.41.0 880GPD x 200%=1600 Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& O/A.LAYER I OYR 3/2 -- O/A LAYER I0YR3/2 O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 Use a 2000 Gal Septic Tank& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable VERY DARK GRAYISH BROWN VERY DARK GRAYISH.BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BPJWN A 1000 Gal Septic Tank in Series Board of Health Regulations. g" SANDY LOAM 39.0 8" SANDY LOAM 38.8 10" SANDY LOAM 40.2 10" SANDY LOAM 40.2 (Designed for Future Additional Kitchen) 8.All Piping to be Sch.40 PVC. Bw LAYER I OYR 6/6 Bw LAYER I OYR 6/6 Bw LAYER I OYR 6/6 Bw LAYER I OYR 6/6 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum BROWNISH YELLOW $ROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOV� LEACHING AREA Sump of 6". 22" LOAMY SAND 37.5 26" LOAMY SAND 37.5 22" LOAMY SAND 39.2 24" LOAMY SAND 39.0 )- q 880 GPD/0.74 TAR -1,189 SF Required 10.Septic Tanks Shall be a 2,000 Gallon,and 1000 Gallon or a C LAYER.l OYR 7/3 C LAYER I OYR 7/3 C LAYER l OYR 7/3 C LAYER 10YR 7/3 Use 2-12'-10"x 33'-6"Fields W/500 Gal Chambers Single-2 Compartment Tank with The First Compartment Having a Volume -: VERY PALE BROWN-- _ __,. - -VERY PALE BROWN _ -: VERY PALE BROWN VERY PALE BROWN _ -i + " '_ S of Not Less Than 1,760 Gallons and the Second of No Less than 880 Gallons. - a ._ _ -�. - --,_ - - Sidewall 2 X 2(12 0 33 6._)2 _..370 F _.. SAND 138" SAND 28.5 SAND 138" SAND 30.0 Bottom Area=2 X(IT-10"x 33`-6")=858 SF The Compartments or tanks Shall be_Interconnecfed by a Minimum 4"0 20" PERC TEST 37.8 NO GROUNDWATER ENCOUNTERED 22" PERC TEST 39.2 NO GROUNDWATER ENCOUNERED Total Provided=1,228 SF Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 25 GALLONS IN<15 MIN. 25 GALLONS IN<15 MIN. 11.The Separation Distance Between the Septic Tank Inlets and 138" PERC RATE<2 MINAN(LTAR=0.74) 28.5 138" PERC RATE<2 MIN/IN(LTAR=0.74) 30.0 LEACHING CHAMBER DESIGN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" All Pipes to be Schedule 40. Use #° 6-500 Gal.Leaching Chambers in 2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. 12'-10"x 3T-6"Double Washed Stone Fields as Shown. F.F. El. 4 1.0 F.G. EL. 40.f* - *Final Foundation Grading To Be See Mote 6 (typ.) 15' DESIGN DATA F.G. EL. 41 f Min' Single Family i1183 ' Coordinated With Landscape Plan. Min 9" Above Pipe Mine g Y- -8 Bedroom @ 110 GPD Complies No Garbage Grinder 3.75' With Total Daily Flow=880 GPD F-11Flow Equilizers 1 Breakout 880GPD x 200%=1600 Gallons A s Required Use a 2000 Gal Septic Tank& EL. 38.55 2000 Gallon A 1000 Gal Septic Tank in Series Main House EL. 38.75 (Designed for Future Additional Kitchen) Septic Tank 1000 Gallon Guest House El. 39.45 H-20 Required L. 38.30 Top EL. 38.00 Bluff House El. 39.95 t Septic Tank 37.33 H-2C� LEACHING AREA (See Note 5) H-20 Required EL. 37.17 Installer To q D-Bois 880 GPD/0.74(LTAR)=1,189 SF Required Con firm Prior 38.08 (See Note 5) H-20 Use 2-12'-10"x 33'-6"Fields W/500 Gal Chambers To Any Work EL. 37.83 _ " 37.00 Leaching Sidewall=2X2(12'-10+33'-6")2'=370SF Chamber Bottom Area=2 X(IT-10"x 33'-6")=858 SF Total Provided=1,228 SF Bo t. EL. 35�00 Bedding,"T"s LEACHING CHAMBER DESIGN All Components � Inspection Port, If Encountered Remove & Replace All Pipes to be Schedule 40. Use To Be Installed On & Baffels A11 Unsuitable Soils Within 5 " of o 6-500 Gal.Leaching Chambers in 2 Stable Compacted Base as Per Title 5 The Outer Perimeter of The System IT-10"x 33'-6"Double Washed Stone Fields as Shown. EL. 29.0 #183 RELOCATED DWELLING No Groundwater Per Test Hole 5&6 DEVELOPED PROFILE OF SYSTEM SEPTIC NOTES -#183 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours NOT 'O �O e/ A Prior to Any Excavation For This Project the Contractor Shall Make { , Y v v^ the Required Notifications to Dig Safe(1-888-344-7233)and contact hERC TEST: 14,866 Sullivan Engineering&Consulting Inc.(508-428-3344). 2.The Contractor is Required to Secure Appropriate Permits From Town PERFORMED BY:CHARLES ROWLAND= SULLIVAN ENGINEERING Agencies For Construction Defined by This Plan SOIL EVALUATOR N0.13586 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to OCTOBER 30,2015 Assure Watertightness.In General,Water Lines Shall be Constructed in SITE PASSED Coordination With COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. TEST HOLE -5 EL.40.5 TEST HOLE - 6 EL.40.5 TEST HOLE - 7 EL.41.0 TEST HOLE - 8 EL.41.0 5.All Structures Buried Three Feet or More or Subject O/A LAYER I OYR3/2 O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 to Vehicular Traffic to be H-20 Loading.It is the Engineer's VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN Recommendation that H-20 Always be Used. g" SANDY LOAM 39.8 101, SANDY LOAM 38•7 6" SANDY LOAM 40.5 8" SANDY LOAM 40.3 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Bw LAYER 1 OYR 6/6 Bw LAYER 1 OYR 6/6 Bw.LAYER I OYR 6/6 Bw.LAYER 1 OYR 6/6 Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW Finish Grade All covers are to be maximum 18"for concrete or 24"Cast Iron. LOAMY SAND 36" LOAMY SAND 37.5 24" LOAMY SAND 39.0 28" LOAMY SAND 38.7 =,= 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 3' Max. _ I,T. 1. I ' -- ( li z '1 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 20" PERC TEST 38.8 C LAYER IOYR 7/3 C LAYER l OYR 7/3 C LAYER l OYR 7/3 s" Min Compacted Fill Filter 25 GALLONS IN<15 MIN. VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN Fabric Board of Health Regulations. 38" PERC RATE<2 MIN/IN(LTAR=0.74) 37.3 138" SAND 29.0 SAND 138" SAND 29.5 and/or 8.All Piping Shall be Sch.40 PVC. C LAYER 1 OYR 7/3 NO GROUNDWATER ENCOUNTERED 26" PER T 38.8 NO GROUNDWATER ENCOUNTERED �/8" - /?" 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum VERY PALE BROWN 25 GALLONS IN<15 MIN. 3' Pea Stone Sump of 6". 138" SAND 29.0 138" PERC RATE<2 MINAN(LTAR=0.74) 29•5 LEACHING Double wash d" 10.Septic Tanks Shall be a 2,000 Gallon,and 1000 Gallon or a NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED CHAMBER Stone Single-2 Compartment Tank with The First Compartment Having a Volume of Not Less Than 1,760 Gallons and the Second of No Less than 880 Gallons. ' 4' - to" The Compartments or tanks Shall be Interconnected by a Minimum 4"0 t 12' 10" Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. 11.The Separation Distance Between the Septic Tank Inlets and CROSS SECTION OF CHAMBER T YP. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" NOT TO SCALE Below the Flow Line,and Shall be Equiped With a Gas Baffle. F.F. El. 43.5 See Note 6' (tYP•) � 15' F.G. EL. 42.00* - *Final Foundation GradingTo Be F.G. EL. 42f Min. oordi With Landscape Plan 3.75' Complies With Flow Equilizers -� 1 Breakout As Required EL. 40.75 EL. 40.15 2500 Gallon Installer To Septic Tank 1500 Gallon H-20 Required L. 39.90 Top EL. 40.00 Confirm Prior q Septic Tank 39.45 H-20 To Any Work (See Note 5) H-20 Required D-Box EL. 39.29 39.80 (See Note 5) EL. 39.55 - ._Rg 39.00 H-20 Leaching Y .. Chamber Ms Bo t. EL. 37.00 Bedding,„T"s SEPTIC NOTES - #185 All Components Inspection Port, If Encountered Remove & Replace 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours To Be Installed On & Boffels All Unsuitable.Soils Within 5' of Prior to Any Excavation For This Project the Contractor Shall Make Stable Compacted _Base as Per Title 5 The_ uter Perimeter. of The S stem;-- ,. A ; - h - --_,. y _. _1He n_ d Nnf.f^ahpRc r�n ,Safe ,_guu Yzda 7�Zz s contact o- � o Sullivan Engineering&Consulting Inc.(508-428-3344). 'n, EL. 28.5 2.The Contractor is Required to Secure Appropriate Permits From Town 1 8� R EL Ofo%ATED D r r EL L I N� Agencies For Construction Defined by This Play No Groundwater 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Per Test Hole 1 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to DEVELOPED PROFILE OF SYSTEM Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance - With 248 CMR 1.00-7.00&310 CMR 15.00. PERC TEST: 14,865 NOT I O S�//`►�E 4.A Minimum of 9"of Cover is Required for All Components. PERFORMED BY:CHARLES ROWLAND- SULLIVAN ENGINEERING DESIGN DATA 5.All Structures Buried Three Feet or More or Subject SOIL EVALUATOR NO.13586 Single Family-#185 to Vehicular Traffic to be H-20 Loading.It is the Engineer's -1e Bedroom 110 GPD Recommendation that H-20 Always be Used. WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE @ 6.Install Watertight Risers and Covers to Within 6"of Finished Grade OCTOBER 30,2015 No Garbage Grinder Over Septic Tank Inlet,U,and Outlet,D-Box,and Two Leaching Chamber. SITE PASSED Total Daily Flow=1100 GPD All covers are to be maximum 18"for concrete or 24"Cast Iron. I IOOx200%=2200 Gallons 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Use a 2500 Gal Septic Tank& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable A 1500 Gal Septic Tank in Series Board of Health Regulations. TEST HOLE- I EL.39.5 TEST HOLE -2 EL.39.5 TEST HOLE - 3 EL.42.5 TEST HOLE -4 EL.42.5 (Designed for Future Additional Kitchen) g,All Piping to be Sch.40 PVC. O/A LAYER I OYR 3/2 - O/A LAYER I OYR 3/2 O/A LAYER I OYR 3/2 O/A.LAYER 10YR 3/2 P g VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN LEACHING AREA 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 6" SANDY LOAM 39.0 8" SANDY LOAM . 38.8 6" SANDY LOAM 42.0 8" SANDY LOAM 41.8 Sump of 6". Bw LAYER 1 OYR 6/6 Bw LAYER 1 OYR 6/6 Bw LAYER lOYR 6/6 Bw LAYER lOYR 6/6 1100 GPD/0.74(LTAR)=1,487 SF Required 10.Septic Tanks Shall be 2,500 Gallon and 1,500 Gallon Tank,or a "'" Use 2-IT-10"x 42'Fields W/500 Gal Chambers BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW Single Tank with 2 Compartments with The First Compartment t Le Have 24" LOAMY SAND 37.5 24" LOAMY SAND, ��,GF�;,3 5 24" LOAMY SAND 40.5 28" LOAMY SAND j 40•2 Sidewall=2 X 2(12'-10"+'42')2''=438 SF a Volume of Not Less Than 2,200 Gallons and the Second of Not Less than Bottom Area=2 X 02-10 x 42) 1,076 SF 1100 Gallons.The Compartments Shall be Interconnected b a Minimum 4"0 C LAYER I OYR 7/3 C LAYER I OY u9c C LAYER 1 OYR 7/3 C LAYER IOYR 7/3 P Y ti Total Provided=1,514 SF Vented Inverted U-Shaped ed Pipe with a Gas Baffle on the Outlet. VERY PALE BROWN VERY PALE JOIi G�, VERY PALE BROWN VERY PALE BROWN - P P SAND 132" SAND O E 28 5 `- SAND 132" SAND 31.5 11.The Separation Distance Between the Septic Tank Inlets and 20" PERC TEST 37.8 NO GROUNDWATER CO " 22" PERC TEST 40.7 NO GROUNDWATER ENCOUNTERED LEACHING CHAMBER DESIGN Outlets Shall be No Less than the.Liquid Depth.Inlet Tees Shall Extend 25 GALLONS IN<15 MIN. •481 8 25 GALLONS IN<15 MIN. All Pipes to be Schedule 40. Use a Minimum of 10"Below the"Flow Line.Outlet Tees Shall Extend 14" 132° PERC RATE<2 MIN/IN(LTAR=0.74) 28•g �'p� /STERF��F`�Q 132" PERC RATE<2 MIN/IN(LTAR=0.74) 31.5 8-500 Gal.Leaching Chambers in 2 Below the Flow Line,and Shall be Equiped With a Gas Baffle. NO GROUNDWATER ENCOUNTERED FSS/ONA����� NO GROUNDWATER ENCOUNTERED _ IT-10"x 42'Double Washed Stone Fields as Shown. Revision: Add Comments per Health Department 8 4 2016 TITLE. PREPARED BY: PREPARED FOR: NOTES: Proposed Septic Components • Engine"Ing & z On Putnam Aveivaconsulting, The Bluff ��c, �t a�. I Inc. BARNS TABL E, (co tu;t) MASS (508)428-3344 • P.O. Box 659 . 7 Parker Road, Osterville, MA 02655 , seci@sullivanengin.com • www.sullivanengin.com / Draft: CTR Comp: CTR 20 0 10 20 40 80 DATE: tune GO 2016 SCALE. Review: JOD V , Not To Scale Project: 98124