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0007 BRIDGET'S PATH - Health
7 BRIDGETS PATH, CENTERVILLE a S�llll� •� UPC 12534 ' No.2153LOR 'q� MAitINOi,YN _ y C` TOWN OF BARNSTABLE LOCATION 7 SEWAGE# O 4, VILLAGE C (?+k 91� ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE SEPTIC TANK CAPACITY J= JjN 5 no` LEACHING FACILITY.(type) 2= 1r&1tf 3 (size) NO.OF BEDROOMS OWNER Fdcl e— PERMIT DATE: 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 i"m r �- 24' C 3- SOS0lry -,� f� . f acaS� 2��`-1 X � No. . O 0 © Fee f� ! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppYicatiou for �Bigpogal *y5tem Cowaructton Vermtt Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. 1 ' f i� i� Owner's Name,Address;and Tel.No. .C&r-ier03i1e ue�� c��V1 Fedele-. Assessor's Map/Parcel i6q 103 Installer's Name,Address,a d Tel.No. Designer's Name,Address and Tel.No. �k�� Type of Building: Dwelling No.of Bedrooms ,, Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building lwow, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gW 2 .. gpd Design flow provided 18% 7- gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Iwo 6/5Y wj Type of S.A.S. 30 rj(j t>13W UUt D(S V t yx/ais}( Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 03 J ill &)('0 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 H lth. Signed Date Application Approved by e Date MI O Application Disapproved by: Date for the following reasons Permit No. a®O — 0 g 6 Date Issued 6 -f , dog • oxfo °' —: ` ` : ! • • �0� \j No. „.,.� Y, ;.' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ,16"A'pplication for �Ngpogar 6p5tem Con0truction Permit Application for a Permit to Construct( ) Repair(vr--Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components 7 3 a-h Location Address or Lot No.. Owner's Name,Address,and Tel.No. 1����,�ft ��)to Fedele Assessor's Ma0arcel /0 /03 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. &00G s A Btows f/ SQ@-qCn-7/ Type of Building: Dwelling No.of Bedrooms Lot Size 1�33! sq.ft. Garbage Grinder ( ) Other Type of Building ��_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 36% 7 9� gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 00o trA)C Type of S.A.S. '7,{a��? Description of Soil -i Nature of Repairs or Alterations(Answer when applicable) 1 S 0 i 1 4) C', 9. 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 H alth. Signed t ij Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 01 OO%— 01(o Date Issued '-11-(f- e k THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Ll Upgraded ( ) Abandoned( )byY ` at lT {c}� t'rr d h 14 i has been constructed in accordance with the provisions o Title 5 and the for Disposal System Construction Permit No. o�o/gr &96 dated 3 Installer )ANs!5 A �[��g�1� Designer , �� .�/15�C1P IG. P #bedrooms Approved design flow �Cf 7 gpd The issuance of this permit shall not be construed as a guarantee that the system w'�I fun 6`io/n as designed. f date � � Inspector �``/ ►� _ , > *-- Q --- No. �OyO� OV ---------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ligpogal *pgtem Congtruction Vernlit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at j?�t tC rt fS I'�� and as described in the above Application for Disposal System Construction PermitLThe plicant rec izes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pe Date Approved by r t + t � Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# hk� ' D b Assessor's Map\Parcel Designer: -/ 'J Installer: 3 Address: �/,Z// Address: IT ) 12,60 2— On 3 �/ /�w9��3 ��ew�l was issued a permit to install a (date) (installer) septic system at �q�'f/� based on a design drawn by (address) .S. dated Q (designer) i� 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. 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. 11"OFMgs� AMY icy c 611er s Signature) } VON HONE 9 #1068 6 s`���sT��e 4 0 aw a/ AF�P� (Designer's Signature) (Affix De erg amp 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:Health/Septic/Designer Certification Form 3-26,04.doc i Town of Bamstable P# °* Department oLRegnlatory Services $ ' Public Healhh Division Date 200 Main Street:H*ais MA 02601 Schad Time Fee Pl f�D. � ]?ate Sc ad Soil Suitability Assess riient for Sewage Disposal Pe formed By. ' Witnessed By: i LOCATION&GENERkI,INFORMATION Location Address•. Iq i Owner's Name A/##eq TG w a ,( Address j��. Bt�X (0 s•2, f fyAd10 6Q Assessor'sMapftcel: W 9 % Engineces'Nanw ¢ss,pe• NEW CONSTRUtION REPAIR _e--' Telephone* -z - 0 7 17 a SS OCla -S CoWeaS7e Of Land Use Slopes(96) Surface Stones -- Distances from: Open Water Body tl< Pasible W 1 Area ft Dduldng Water Well L ft {w + 7 Drainage Way ft Pmpety Line ft Oche R SKETCH:(street name,d'mtensiodsbf lot,exact locations of[ergo holes&perc tests,locate wetlands in prmdtnity tofiwles) tv / . �• rr< I •y 2- -A Parent material(gedlogta) ' Depth to Bedrock Depth to Gmundwalor. Standing Water in Aolc Weeping foam Pit Pace Estimated seasonal Vgh Groundwater �JD dy G`lJ Dt, TION FOR SEASONAL HIGH WATHIt Ti #LE Method Used: Depth Obg standingo ola.hole: A 1- ' in. Depth to still lltoWes: . 1 in tU+OundwatCt At�uAOttent / � De th toiweeping from side of obs.hole: , gaetoc,,�u .�A�• Index Welt# s Z Reading Date 1?&I lS Index Well laves Adj. I PERGOLA ON TEST . Date— -, Observation / Tithe at V Hole# — �� Time at 6" • Depth of P+ec start Pre-soak'l5me_Cd . �' �- •� 'I'i,t�ae9"-6'h �...---r -.-•---.---- ,min/ End Pre-soak Rate Mm./lnch Site Suliabifity Assehsmmt: Site Passed . Site Failed Additional Testing Needed(Y" leledolt Back------- Original::Public Heath Division Observation Holt:Data To$e ?roP be conducted within 1009 of wetland,•you must first notify the r ***If percola•Qn test is to • • 1 we&prior to beginning. Barnstable C�i�servation Division at least one( ) P �t� DEEP OBSERVATION HOLE LOG - Hole# Depth from Soil Horizon Soil Texture Soil Color Soil � Other Surface(ia.) Mowing (USDA) (MuaseA) ttling (Stliilctute,Stones,Boultlt�s. z zs DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) S z. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color atoll Other Surface(in.) (USDA) (Munsdl) Mottling (Structure.Stones.Boulders. ik Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes t� Within 500 year boundary No c�Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of oattrally occurring pervious Mterial exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p pus material?_._.__, Certification I cekdfy that on ��(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 training,experti/se'and experience described in 310 CMR 15.017. Signature u �� � Date 2 ,2r? E'O C ATION '7 SEWAGWERMIT N0. VILLAGE INSTA LLER'S NAME i ADDRESS f/Fmr2itio ,��05 l�� ex B UILDER OR OWNER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED �g �l F. 5 No y----- a F�s..... .......r-..... xn THE COMMONWEALTH OP MASSACHUSETTS BOARD p�OF HEALTH CJ.l�i,y..il1................OF.,...... &'.u...s.a R.-acZ------------------------------------ Appliration for Eli-epos al Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: ?_>Q i DGEi 'S FIAT M � .... ;.�,. . "1lls:�.Pi k ....... ............. . A... ....................................••.... Location-Address or Lot No. _........' Asp . -- .._..... -•--........_ Owner Address W �I T T.kVC-,?.5.......................... (2-F 1S1.RL3l._E.... ------•------------------- Installer Address Type of Building Size Lot. _ _ i.6......Sq. feet Dwelling—No. of Bedrooms.......................................Expansion Attic Ova) Garbage Grinder (A 0) 04 Other—Type of Building -_N.10............ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................................. da70-2V��+'ti-•--------------------------------------- -------- ------------------------------•---- W Design Flow.......11P-_--.---_---_._-•--..__gallons per peen per day. Total daily flow__.....•..�3j!n ...................gallons. WSeptic Tank—Liquid'capacity/=O.gallons Lengthe...S. Width.9.10.':. Diameter................ Depth..;. x Disposal Trench—No..................... Width..:................. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...-//------------ Diameter ..._.......... Depth below inlet..2-............. Total leaching area ....sq. ft. Z Other Distribution bb.,e Dosing tank ( ) '-' Percolation Test Results Performed by.R,0A) J iL/_)t.... Date....S4 i L'-i aTest Pit No. 1.... _minutes per inch Depth of Test Pit_.a-..'....... Depth to ground water.._�lt�z f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------•-........----••-----•---•----------..................-•-•--............................................................... O Description of Soil Z Cr ............. ---------1/4-2,1•-------e_/d-,Y7 6 V4-L...............C-50 ./4. ........ _e.DZ'4Zu.gt.......... A.A[_ x W VNature of Repairs or Alterations—Answer when applicable................................................................................................ Agreement: ' The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:IT .;;:. 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed-- ' K� 4 - - /'A---&- 7�/ ....... - ---.... CDate ApplicationApproved By-•..--�..-A...----•.......................•------------•-•-----------------------------• ....................- �-2_..... Date � Application Disapproved for the following reasons:.............................................................................................................._ 'S ................................................ -----------••------------ Permit No..........7..f...........•-----------------•------. Issued---•----.....:. ---••-----.Date-•---- Date No.._!M z: .........Z4 Fizz...............!.A....... y THE COMMONWEALTH Or MASSACHUSETTS BOARD OF HEALTH TOW.IV...............OF.......8��.1�..�"��t..�� .................................. r ApptirFation for Disposal Works Tunstrnrtion rmnit Application is hereby made for a Permit to Construct (✓ ) or Repair ( ) an Individual Sewaj isposal System at: _&4 I UG& '=> P ITT'A . .. . .. ....R. -....... /LET E',R_ V&4E...... .............za. --•---- ....................................................... Location-Address or Lot No. .. l -M!*�._ --------•---•----•-----•..................._..... Owner Address W `J.alo?Lwo.....�f2n.T.4G.P-a-------------------------- ............ ................................................. Installer Address QType of Building Size Lot.1 5.33. ......Sq. feet Dwelling—No. of Bedrooms..........'` ..............................Expansion Attic (p.)) Garbage Grinder (No) P4 Other—Type of Building ...N.109..._....._.. No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures .................................. d l e iiia;q--------------------------------------------------------------------------------------------- Design Flow......11 .........................gallons per pern per day. Total daily flow.......... ✓...................gallons. WSeptic Tank—Liquid*capacity!O.gallons Length<9_**&!. . Width_. 's?"°_ Diameter................ Depth..S_'49_ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....Z........... Diameter'o.......... Depth below inlet................. Total leaching area !....sq. ft. Z Other Distribution box (is)" Dosing tank ( ) '-' Percolation Test Results Performed by. Lai)At.a?_>..., A,.$..- Date..... .....9.0� .1;�� W Test Pit No. 1...:<._. :.minutes per inch Depth of Test Pit..A.'....... Depth to ground water...Ado W.."',_.. Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.................. -------•--•• •--•-••••-----••...........•••-•••••--•-••••...•-•-••-•--••-•••••-•••-•-••--.....••••-•....-•-.._...-••••.............••----........•••-- D Description of Soil----.. ?.-.. ."-..404_1V-....h. ?2?-----• ............12.4!.........60. ....19e Al /vb....----f_7-At.b------ '�5 '......1:x C 4/L'+eb. l3_1 . ' /} c" 1.tttsl......._XA.4 !_ W UNature of Repairs or Alterations—Answer when applicable............................................................................................... -------------------------------------------------------------------------------------•--•-------------------....----------------------------...._..-•••---•-••••••------•••---•-•-•-.......---....•••••. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in s operation until a Certificate of Compliance has been issued by the board of health. Signed - -•--- Date ApplicationApproved By......... --------------------------•-•----•--•--•--..........................-•••-----• ........................................ Application Disapproved for tlfollowing reasons:...................................:. .. ---------------------------------------------------------------------------------------------------••----•••-•••--•--•--•-•-••--••--•-•••-•---••-•-•---•---•-•••-•----•-•----•----••••............----- Date Permit No.......... . ..._...,�........ .. Issued-...---.... _* " ...................... � . Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......T.....w.,v............oF. h15 '.A . ....................................... Owrrtifirate of Tomplinatrr TVU IS TO CERTTFY That the Individual Sewage Disposal System constructed (�or Repaired17 ( ) by - 02►Nta.------U-6T H E.kS-------•-•---- ��T ( Installer at-••••••-•--•----------------------------�1..©GE?-5----�A�. .--•------.----CCNT.e.e._V_1-.-l--h,................................................... has been installed in accordance with the provisions of TIT14 r fj of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......................................... dated--------------____.......__._. _.-.-_ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUX1tJT�ET T THE SYSTEM W L FUNCTION SATISFACTORY. ' DATE---...... ...�. --.? Inspector.... -- =. ...... .......... THE COMMONWEALTH OF J SSt" ,ACHUSETTS BOARD OF HEALTH �,/ .........70..W�?.............oF.�A�.�1.5 +...Ate!-.�.....................................No.....�..l............ FEE........................ Disposal Works %Tonotrurtion "Permit Permission is ereby granted..... ....... ------------------------------------------------------------------•-•--. to Construct ( or Repair ( ) an Individual Sewage Disposal System at No..L a T...---):a........._.bUJUZ E-T-..'S.......RAT--4....,•-----C..G_M.T_EZ rt1LL.C---------------------------------•----••-•--••-•••••• Street "r_! "! as showvMk,he application for Disposal Works Construction P n t NO..__.......... .....O Dated.../�,.,-_-A_.�'�?............ .......... .�..... == 1�-.......................................... 7 A /` - Q Board of Health DATE------- ........................1_........................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS r , l LO ATION '7 '" SEWAGE ERMIT N0. VILLAGE I N S T A LLE.R'S NAME i ADDRESS B UI'LDER OR OWNER T. �irk ` DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED4R--7� �N � a ...... COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS John Graci DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119 TeaTicket,Ma. (508)564-6813 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169 -PAR 103 LOT 12 I Name of Owner SCOTT WARMINGTON Address of Owner: SAME �q ` Date of Inspection: 8/7199 �f'/►,��N Name of Inspector:(Please Print)JOHN GRACI I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) I Company Name: n/a 1�� 00. Mailing Address: n/a �, �9(��4,,"f, Telephone Number: n/a Qr CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes The inpection Is based on criteria defined In Title V Conditionally Pjubmit code 310 CMR 15.303.My findings are of how the system is _ Needs Furtheti By the Local Approving Authority performing at the time of the inspection.My inspection does Fails not imply any warranty or guarantee of the longgevity of the septic system and any of its components useful life. Inspector's Signature: Date:8/16/99 The System Inspector shalla copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM EVERY TWO YEARS. revised 9/2/98 Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:817/99 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below. COMMENTS: System passes Title V inspection B. SYSTEM CONDITIONALLY PASSES: nLa One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all instances.If"not determined",explain why not. n/a, The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. nLa Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed _ distribution box is levelled or replaced nLa The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced _ obstruction is removed revised 9/2/98 Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:817/99 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance nla_(approximation not valid). 3) OTHER n1a revised 9/2/98 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7199 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped nta. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone I of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well, X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds, ammonia nitrogen and nitrate nitrogen. X The liquid level in the SAS is over the invert pipe,is in Hydraulic Failure. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:817/99 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined.Note if they are not available with N/A, X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout, X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X Existing information,For example,Plan at B4O,H, X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [1 5.302(3)(b)) X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:817/99 FLOW CONDITIONS RESIDENTIAL: Design flow:-M g.p.d./bedroom Number of bedrooms(design): 2 Number of bedrooms(actual):2 Total DESIGN flow: 224. Number of current residents:2 Garbage grinder(yes or no):NQ Laundry(separate system)(yes or no): NQ If yes,separate inspection required Laundry system inspected(yes or no):M Seasonal use(yes or no):M Water meter readings,if available(last two year's usage(gpd): nLa Sump Pump(yes or no): NQ Last date of occupancy: n& COMMERCIAL/INDUSTRIAL Type of establishment: nLa Design flow: n&gpd(Based on 15.203) Basis of design flow: nta Grease trap present:(yes or no):�LQ Industrial Waste Holding Tank present:(yes or no): NQ Non-sanitary waste discharged to the Title 5 system:(yes or no):NQ Water meter readings.if available:nLa Last date of occupancy: Wa OTHER: (Describe) nla Last date of occupancy: Wa GENERAL INFORMATION PUMPING RECORDS and source of information: nLa System pumped as part of inspection:(yes or no):NO If yes,volume pumped nLa_ gallons Reason for pumping: nLa TYPE OF SYSTEM X Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes.attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other: nLa APPROXIMATE AGE of all components,date installed(if known)and source of information: 1979 Sewage odors detected when arriving at the site:(yes or no): NO revised 9/2198 Page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7/99 BUILDING SEWER: (Locate on site plan) Depth below grade: V 6„ Material of construction:_ cast iron X 40 PVC _ other(explain) Distance from private water supply well or suction line: TOWN Diameter: nJA Comments: (condition of joints,venting,evidence of leakage,etc.) nLa SEPTIC TANK: X (locate on site plan) Depth below grade: 1 Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain) nLa If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO nLa Dimensions: L 8'6"H 6'7"W 4'10" Sludge depth: 3 Distance from top of sludge to bottom of outlet tee or baffle: 3 Scum thickness:l' Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 17"" How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PUMPING EVERY TWO YEARS GREASE TRAP: (locate on site plan) Depth below grade: Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain) nLa Dimensions: nta Scum thickness: nLa Distance from top of scum to top of outlet tee or baffle:-nLa Distance from bottom of scum to bottom of outlet tee or baffle Wa Date of last pumping: Wa Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) n& revised 9/2/98 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7/99 TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: nLa Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain) nLa Dimensions: nLa Capacity: n1a gallons Design flow: nLa gallons/day Alarm present: NQ Alarm level's Alarm in working order:Yes_No DLO Date of previous pumping: nLa Comments: (condition of inlet tee,condition of alarm and float switches,etc.) nLa DISTRIBUTION BOX: X (locate on site plan) Depth of liquid level above outlet invert:LIQUID LEVEL WITH BOTTOM OF PIPE Comments: (note if lev4and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) DISTRIBUTION BOX IS STRUCTURALLY SOUND PUMP CHAMBER: NQ (locate on site plan) Pumps in working order:(Yes or No): NQ Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) nLa revised 9/2/98 Page 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7/99 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: Wa Type: leaching pits,number: 1000 GALLON LEACH PIT leaching chambers,number: _n/A leaching galleries,number: j3La leaching trenches,number,length: Wa leaching fields,number,dimensions: n& overflow cesspool,number: n& Alternative system: nLa Name of Technology: j3& Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) THE LEACH PIT IS STRUCTURALL SOUND AND FLINTIONING PROPERLY.THE PIT HAD 2'OF LEACHING LEFT AT THE TIME OF THE INSPECTION. CESSPOOLS: _ (locate on site plan) Number and configuration: n& Depth-top of liquid to inlet invert: WA Depth of so)ids layer: n& Depth of scum layer. Wa Dimensions of cesspool: WA Materials of construction: n& Indication of groundwater: nfa inflow(cesspool must be pumped as part of inspection)Wa i Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Wa PRIVY: _ (locate on site plan) Materials of construction:n& Dimensions:Wa Depth of solids: Wa Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) nLa r revised 9/2/98 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7/99 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) n/a FC �L �ffA ❑C 0 tlL ti �c 6p revised 9/2/98 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 7 BRIDGETS PATH CENTERVILLE MAP 169-PAR 103 LOT 12 Owner: SCOTT WARMINGTON Date of Inspection:8/7/99 NRCS Report name: nLa Soil Type: nLa Typical depth to groundwater: nLa USGS Date website visited: nta Observation Wells checked: NO Groundwater depth:Shallow _ Moderate _ Deep _ SITE EXAM _ Slope _ Surface water _ Check Cellar _ Shallow wells Estimated Depth to Groundwater 12 Feet Please indicate all the methods used to determine High Groundwater Elevation: _ Obtained from Design Plans on record _ Observed Site(Abutting property,observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records _ Checked local excavators,installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS revised 9/2/98 Page 11 of 11 PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 SCALE 1/4" = 1' SHEET 3 OF 7 I I if.a fix t I t 1 � k s Fo i � r t r__(. f 0,CI1 lvl� . ftii.acS �1 c� CIVIL n '... [ o No. 41323 l I- TONAL EN PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 r SCALE 1/4" = 1' SHEET 4 OF 7 EST ii C i�'c•... MACINNE- d! CIVIL L E * r: PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 SCALE 1/415 = 1' 'ZD66 Ro c SHEET 5 OF 7 sue- - It Prrp` e I tC 6 1 ! L�f,A 1 L�t-i rs �•.t}F,IF.".(' ,.:4 rr�e`. L! i , I '! s§ s `' j ;`i 4:x �•..;w t�{;}t�.t` "r 7' gyp- i j� i E I t' �• 1'�I �z I( I� 1; f�ff `a °.� �0,c "A'f.¢ - l7p Y ' .4 '.1:- :j - - t Fi ' r�: 8•` ' V eC-« U`-•t�-�s ��• t IsI Z�ti� .WAITS 1�" OC w/ Sir-43si�aa LSf/�. II I . �! i Ll J' . t>}�'t.�C\NHS �`.a �s��=s� �•+,3 �:3'g�s� A _ 1 �rUuJ�t E1 i �Ui� SPreL� ` s {� _ ——- ---- --- o_ Cil-o S S LT( -2 iN _ wl c� 61VIL o . tio. 413 Q �' --- -- � �� s 7 ER �� PROPOSED ADDITION 9 BRIDGET'S PATH CENTERVILLE, MA MARCH 1, 2015 G � SCALE 1/4" = 1' SHEET 6 OF 7 f ffFFj 3"�g � /4F" :i-6 1 o i R. IL i Tvl!N 3" - _ I i 2 p 5 T E Wd gli v E 3-k- - i, 1 d- it IY M-3 r \-SJO-AL FN� PROPOSED ADDITION 9 BRIDGET'S PATH TYPICAL NOTES: CENTERVILLE, MA 1. 110 MPH Exposure B WCFM guidelines to be followed - straps, nailing, rafter clips, MARCH 1, 2015 tie downs, uplifts, etc. 2. Blocking and connections shall be provided at panel edges perpendicular to floor SCALE '/a" = 1' framing members in first two joist spaces and shall be spaced at a maximum 4 feet on center. SHEET 7 OF 7 3. Simpson LSTA 18 Uplift Strap 32" O.C. 4. Bottom plate to frame shear connection LSTA 18 Uplift Strap 32" O.C. 5. Full height sheathing to be installed where possible. Otherwise interior horizontal 2x4 blocking to be used on all horizontal sheathing seams. 6. Simpson LSTA 24 Ridge Straps on ever rafter 16" O.C. 7. 8. Structural engineer/designer to perform framinginspection when framing p is complete and prior to enclosure by interior wall plaster board/finish. 9. Contractor shall schedule and protect from weather all existing house components and interiors during constructions and construct temporary structures/enclosures as may be necessary to ensure such protection. 10.Contractor shall site inspect all existing vs. proposed conditions prior to and during construction and notify designer of all discrepancies and/or changes that may be encountered. i 11.Contractor shall construct and maintain temporary walls /shoring etc. to maintain/protect existing house and structural integrity of existing house. BASEMENT NOTES: 12.Contractor shall inspect/verify all existing vs. proposed conditions prior to and during construction and make adjustments as necessary to insure compliance with design 1. Main foundation walls to be 8" poured conc.on 10"x20" strip footing. Provide 2@#4 parameters as work progresses. horizontal bars continuous in strip footing w/ keyway. Provide 5/8" x 7" galvanized i steel anchor bolts with 3"x3"x1/4" plate washers to be installed in bottom plate at every 36" and 6"-12" from end plates, and Simpson SSP (or equal) steel strap lapped under sill plate in accordance with WFCM. 2. All structural steel columns to be 3 %" concrete filled tally columns to extend to footing below. Provide 6"x6"x5/8" cap plate and 7"x12"x3/4" base plate w/ 2 —3/4" diam. bolts. Footings to be 36"x36"x12" square concrete w/ 3 #4 bars each way. 3. Concrete slab to be 4" poured concrete on compacted fill. Cut joints along walls and beam column lines. 4. Double floor joists under all parallel partitions. 5. Contractor shall ensure that all foundation walls maintain 4'-0" minimum cover. 6. Contractor to provide basement ventilation as required by code (windows or mechanical) Es 7. Contractor shall not scale drawingfor dimensions. An missing, incorrect or �' =I`-AL Y g, � � questionable dimensions not brought to the attention of the designer become the 1, ` 4�� -. ilk responsibility of the contractor. p Y s;0NAL �= � r Ames ?:222, ASSESSOR'S MAP: 169 a GENERAL NOTES: PARCEL: 103 ° REFERENCE: PL. BK. 324 PG. 73 1. VERTICAL DATUM: Assumed oad ; a) 2. MUNICIPAL WATER IS AVAILABLE. .Y FLOOD ZONE: C Town of Barnstable . 3. SCHEDULE 40 PVC PIPE TO BE USED THRO. GHOUT SYSTEM Tama #25500010015 C (8/19/85) ���� UNLESS OTHERWISE NOTED. LOCUS J — 4. ALL PRECAST UNITS TO CONFORM TO / dy AASHTO: H-10 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. Route 28 +o N 13 � 'Ile �6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA 0 150.00 n 00 ENVIR. CODE(TITLE V)AND LOCAL REGULATIONS. Lot 12 CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO LOCUS MAP N.T.S. J7 E 15,338t S.F. P 0 CONSTRUCTION. To + ! 0.35t AC. o LEGEND: 13 9� TOO Map 169 Parcel PROPOSED CONTOUR `32 o Existing 10 �00 F991 PROPOSED SPOT GRADE Q���' ✓o �� Tank to Remain 0 -- 40 EXISTING CONTOUR — 30.23 EXISTING SPOT GRADE TEST PIT 6- ® EXISTING WATER SERVICE + ✓o�� // r�L »� �p� �� O.H.W. X o WORK LIMIT LINE `tom 9 � NOTE: Failed Leach Pi Ito be w pumped and backfille s \\ •��/ .TO 24 fTERRYs� f0 42' ANN �» \. T :.. " WARNER �� ?y 4� 26' 22' oo �o ' S. '. $Eo No.38721 ff 1CP ' 25, T 1 �� o �. Q 9�c' d o ti s sz ll Y"O 9� .. TH 2 f �. 99.71 \ : � NOTE: This plan is to be used for septic \ ' 1\ __ / t •`� \O system purposes only and is not to be considered a property line survey. °, 7 BRIDGET'S PATH, BARNSTABLE, MA V H \ C a9 9 ��� �F` _ �� PREPARED FOR: Douglas Brown, Inc. associates \ �i 25 ��✓O a n d �o47u11� I I SEPTIC SYSTEM DESIGNS Nancy J. Tomoney AR=3,��`0 0 \ ndw c,M Road 7 / Sandwlch,MA02563 Samuel R. Fedele O \ 'P ' 508.833.0041 �T / 1 P.O. Box 652 Benchmark set: \ y 9 Surveying Hyannis, MA 02601 Top of Water Shutoff Terry A. Warner.P.L.S. EL.= 98.94(Assumed) Harwich,MAR 2645 DATE REVISED SCALE SHEET N0. Scale: 1"= 20' \ ---- \ (508) 432-8309 03/05/08 1" = 20' 1 of 2 d T.O.F.(Full) Provide Riser over D-box NOTE:All components to be marked with NOTE:To prevent breakout,final grade EL. 102.35� to within 6"of final grade magnetic tape or similar prior to final cover. of EL.97.3 to be carried out a minimum 15' beyond edge of leach facility. F.G. s 100.17 101.12t F.G. EL: 99.75t F.G. EL: 100.5t Maintain Min.2%slope over leach facility to prevent ponding 'Existing f F.G.EL:99.5-100.5t Install risers w/covers over inlet and I Min.2"of 1/8"-3/4"Washed Stone or Geotextile Fabric Inspection Port within 3"to grade Existing outlet to within 6"of final grade ; L=11' `, 3/4"-1 1 2" Double Washed Stone EL.to be 4"SCH 40 PVC L=35 / �85.4'Ins II Per Unit Confirmed 6• _ 4"SCH 40 PVC .r L=5' _ Top of Peastone or Geotextile Fabric EL 97.3 @S=(2%MIN) LL ta• ta, @g=1.0%(1%MIN) 4"'SCH 40 PVC 6" @S=2.0%(0.5%MIN) 24" Eff.Depth EL.97.47t EL. Install Gas Baffle EL.97.10 EL.96.8 4.8 EL.97.72t PROPOSED DB-3 Use 3 Infiltrator 3050s H-10 DISTRIBUTION BOX (H-20)with Double Washed Stone 5.181 NOTE:Contractor to verify minimum ' 4'Ends,4'Sides 1000 gallon septic tank.Replace (Install PVC Inlet&Outlet Tees) SEPTIC SYSTEM PROFILE (29.4'x 12.25'x 2') with minimum 1500 gallon tank if EXISTING GALLON EL. 9.62 undersized or damaged. H 10 SEPPTICTIC TANK N.T.S. Adjusted Groundwater from Bottom of TH-1 SOIL LOG ADDITIONAL NOTES DESIGN CRITERIA SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 1• Contractor to confim soil suitability prior to installation. Contact BOH in the event of INSPECTOR: DONNA MORANDI, R.S., BOH varying soils from original soil test. Number of Bedrooms: Existing 2, Design for 3 Bedrooms DATE: FEBRUARY 25,2008 11:00 AM PERCOLATION RATE: <2 MIN/INCH 2. Existing failed leach pit to be pumped and backfilled per Title 5 requirements. Soil Type: Class I Removal of any contaminated soils within 5'of proposed leach facility is required. Design Percolation Rate: <2 min/Inch TH - 1 TH - 2 3• Water line to be sleeved at any sewerline crossings and within 10'of any septic Daily Flow: 330 G.P.D. EL.100.57 EL.99.71 components, as needed, per Water Department requirements. Design Flow: 330 G.P.D. (Min. Required) A 4. Existing septic tank to remain. Owner must maintain easy access to minimum one Garbage Grinder: No FIII Sandy Loam 6" 100.07 10YR2/1 cover for inspection and pumping services. Leaching Area Required: 3" 99.46 g (330)/0.74 =445.9 S.F. Sandy Loam B 5• Maximum 3'of cover to be maintained over leach facility. Regrade area over leach 10YR2/2 Loamy Sand facility to maintain maximum cover. Septic Tank Required: 1000 Gallon (Existing) 12" 99�57 10YR4/6 30 97.21 Use 3 Infiltrator 3050s with Double Washed Stone: (H-20)4'on Ends, 4'on Sides: 29.4'x 12.25'x 2' Loamy Sand C1 FLOOR PLAN 10YR4/6 Medium Sand 36" 97.57 N.T.S. Sidewall Area: 2(29.4'+12.251)2' = 166.6 S.F. . . . C1 2.5Y6/4 Bottom Area: 29.4'x 12.25' = 360.1 S.F. Medium Sand Total Area: 526.7 S.F. Perc 2.5Y6/4 1st Floor 2nd Floor @ Design Flow Provided: 0.74(526.7 S.F.)=389.75 G.P.D. 54"Bottom 138" 89.07 Bath 7 BRIDGET'S PATH, BARNSTABLE, MA V H C2 _ Fine Sand 2 5Y7/4 Living Bed 2 PREPARED FOR: Douglas Brown, Inc. 159" Room associates and 87.32 120" 89.46 SEPTIC SYSTEM DESIGNS Nancy J. Tomoney PERC RATE: <2 MIN/IN.(Cl Horizon) <9"@ 9:55 minutes Dining 320 Cotult Road Sandwich, Samuel R. Fedele No Groundwater Observed in TH-1 or TH-2 Room Bed 1 San5os.833.0041 Use groundwater adjustment from bottom of dry TH-1 EL.87.32+2.3'adjustment=EL.89.62 P.O. Box 652 Groundwater adjustment:Well SDW 252,Zone B,Feb.2008(47.4)2.3'adjustment survaAng byr Hyannis, MA 02601 1,Amy L.von Hone,R.S.,hereby certify that I am currently approved by the DEP pursuant to Terry A. Warmer.P.L.S. 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been 22 L ng Road Ha DATE REVISED SCALE SHEET N0. performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that aaz- (5oe) I have successfully passed the Soil Evaluator's Exam on November,2004. 830903/05/08 1" = 20' 2 Of 2 t, sEA7r, ao , /q 78 P,9?JL MURRAY -. .T.N S P.E'C TOR ; t.7 T 1 ELEV. /7. 5 i -a4� Q LOAM AN � D PROP } a4 60, /Y)EF1/UM 5AND AN 1 /lT Cr-xAv4,' A LG a- 6 0 1144 M ED/!IN 1 3 Exlsr '� ELEV. 5.5 4 '7 N o GJ ATGR ENCouH-rEREb J T/ 6 t 7-Ay,�,K'C7 TOCc>N a)hTER /5, AVAILAC4.E 0\6 4 EAc/,l r,-ST / SCA �� �u/�O//vG 5 ETL3,-'1 C� ���.U/,��i�E�/T5 � _ F-O/V T �� S� IDE 7�E�17c? lC F�i2 'O SED L`3E-D200M� SEPT/C Z5y5TAM CONST2OCT/ON t SHA c_G c=pNF02n%7 .TO NjAi SS . LEES/Gn! FLOW 33 f) GAL./Z�,4 Y } ENV/,2 O1VMG-nv�L-Coo� Ti r� JLT /-/ 2 A TE � .2Ev'/S 7 _/_ 7 T `!3A R111 TA13 ,�EQUi.2G-1� LE�tCN.�1,��4 i3A TOP OF �1E�1 LT.y J2��LJL.A T/O/VS .� Q . F�20po5�.� L E.4GN A/2.-.� d 0. � - Fa u/✓0,-i 770A/ 2 ��OF T•-_E,4 S7'OA E a MAn/,y ot� �Co�Er� To �x TEnr� To �'"/pc�✓/Oc1s c c�ii� 1 ' TC� :a2E ✓ENT .�/A/G_> ;. 1 !W/ ,� /A/ /� OF F//�//SH C D Ore,4 D D/ST. q" 13OX �+ ✓�� Z/'W/oc av"e '! ' M/N/MUn i M.y 4„ D/q A7E,z /✓ /TG�/ 9 FOw, LiivE M/N o TCf/ =�_ �_ /o"Min/ i .�/: /Poor / ?" MAN /�/rcfi r � - - i ,2 DIA j�/^ /4" 4`�Fo07T n t� ,1 Y M/nl /4„/ moor f �' WAS NEC:-, GALLO&/- /n/vE,er //VVE.2T { C a Z A G/ T {` ELEV. A2G>u�10. ('bV�1 TG 2-1 c h',T) /N i/E.eT C I Pi r i /N VE�?T NO GA e,5A0F_ G.2/eVDF_,� 1 11 i L.Oc ,47-/0/V BAI_N _Tg8_4F_ _.�C�n/TERV:/jLE },r'lAss, _P1tF_ — r '. ~, r��Y SE oric TA/V�, /`;Trz/avTiON pox p;tj CS F02 W�'� hit 3*isett�TO "8E ©� E//n/�c712'.ED �0.�lCTZG--Tf_ 3000 �/ TA ME l at? �" t '".-Jo LOADING ; /3 Y C� eiwl- rA° off` cow 4 • . . �9 t�f �? ..� � L�'7'r .. , 9�?'`� Yn�/�v.�•v�/�1 y'' NET��o ��.. L_� C',Q ZaE.S"/c:'i�1 .LG?�1L7/iVG /6 �.JSEJ . 1. C i 1X TWY` .T H 6 EX I S T I N Cr J C►Ul1@ D�9 T'GO JAI ,LC?r..A�"/U!V �til,Df, ` 15 -CORRECT AS 5#040N .-i4°'NA !T P0474. COMPLY W/T# . 7"HE �U%LD/NG SE?'!''AC/4 .��. .�erj�G� �. - � �4 REQ ut REm rN.TS six-' -rtyr. TOWN C�ARN s TgaI-r � fi r Sri T.� �1 Gi LTt-1 L1 ca .c/7-