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HomeMy WebLinkAbout0038 CHURCH HILL ROAD - Health 314 South Main Street Centerville E/ A = 207 - 061 Slif�'r"" dJ�REl,1C�rprn IN ® s UPC 12534 • N0.2153LOR � HASTINos, YN No. -AM 0/ THE COMMONWEALTH OF MASSACHUSETTS � FEE BOARD OF HEALTH / G✓rl/ OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct ( ) Repair >10 Upgradc ( ) Ahandon ( ) - ❑Complete System ❑Individual Components Lo iuiy AwiV�Nagtc Map/Parcel q Address s Lot# rc hone N Installer's Nance esigner Name Address Address O Z Telephone N Telephone ri Type of Building: 'Re S Lot Size 3 ?—yq7 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers (�, Cafeteria ( ) Other fixtures Ca 4 tiP sip tit�T Design Flow (min. req ired) gpd Calculated design flow C !0 gpd 1� ow p 9 1 ' ,%`jU gpd Plan: Dateg 6a Number of sheets Revision D DAVID J. Title C1SPIN 4� t Description of Soil(s) �/rJ`��J' �� �l� No.32112 Soil Evaluator Form No. Name of Soil Evaluator A/tl-/ DESCRIPTION OF REPAIRS PR ALTER TIONS sr� At L �� The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �_(/ 1A Da 6 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 TOWN OF BARNST.,.BLE l _ ' LOCATION /_ � _ r SEWAGE # 7 00 ''0 9 7 -VILLAGE C ew eA Iz4'&e ASSESSOR'S MAP & LOT lA1S`1ALLER'S NAME&PHONE NO. I /n AA C o./t'd /v_2 %" L0,41 -_ SEPTIC TANK CAPACITY J-`'0 0 d 1 U,Af e. rA V A 1-00 LEACFENG FACILITY: (type)'�— PC 9-4 (size) 3 3 C? NO. OF BEDROOMS S� BUILDER OR OWNER PERMITDATE: 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 n yra/t LIE 4s .4 y ��,;oil x+ _ -�+ # i'.t� d" rTy,�,, .r ` i - � 'htrx`a" '€zs C .,t ap^ ti lr,,,f 1 -�. �' t rn .f cY w s d� u r {•Y.- �.. t ,i ; v, 1 r . TOWN -BARNSTABLE LOCATION a i f�U l� H/ /L SEWAGE YII<LAGE / ASSESSOR`S'MAp &`LOT . �-061 INSTALLER'S NAME.&PHONE NO. A4 A C o Al �. SEPTIC'TANK CAPACITY Id 0 r2 l o LEACHING FACII..ITY (type) qq 4 r Q (SI'Ze). NO OF-BEDROOMS BUILDER OR.OWNER f 4 . PERMIT DATE: COMPLLALNCE DATE. r; Separation Distance Between he. ' Maximum Adjusted Groundwater Iableao theBottom of Leacrino Faczhty Feet 6 Ptvate Water Supply W�11 and Leaching FacrUty (It any wells east on site or.wittun 200 feet of leactung faciLty) Feet Edge of Wetland and,Leactung'Facility (If any:,:wetlands easF. t . within 300 feet of leaching facility) r , Feet Furnished-by r r4, f i} 1 . 7 I 3`7 311 / NO. � � THE COM ON LTH OF MASSACHUSETTS MA `BOARD OF HEALTH � C RTIFICATE, OF,COILIANCE Description of Work: ❑ Individual Component(s) Come S .stem The undersigned hereby c rtify that the Sewage Disposal System;Constructed(plet Repaired( ),'Upgraded( ),Abandoned( ) by: .. r has-been installed in accordance with the&revisions of 310 CM 15.00 (Title 5) and tht approved design p ans/a5 built plans relating to application NO �/d7?dated Z O Appr6ved Design Flow (gpd) Installer -S UGC C n Designer: Inspector ate k) The issuance of this certificate shall not be construed,as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM"5/96 , 4 ------------- sr _ HE~COMMONWEALTH OF MASSACHUSETTSNo&®� � T ::RUPWA16BOARDFEE OF HEALTH DISPOSAL SYSTEM CONST CTION PERMIT Permission is hereby r nt to Construct ) RI air ( Upgrad ( ) Abandon an individual sewage disposal system at 3/7� OL as described in the application for Disposal System Construction Permit No. ��,. 7 dated Provided: Construction shall be completed within three years of the date of this per ' .All IocoR d' ions mus be e . Date rO Board of Health ' FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN rM PUBLISHERS- BOSTON e l ` No. l/®, t THE COMMONWEALTH OF MASSACHUSETTS FEE /Ico . PyK I _:....�-- B O A R D *O F HEALTH 4 �o G✓n✓ OF pit IQ %� C `P APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct Q Repair f Upgrade ( ) Abandon ( ) - ❑;Complete System ❑Individual Components t 2 -- r - / , • �2�+ �r yam'y fs ('"�o� G[X. *W,�rs e J % z 1 Map/parcel ft Address L.ru a loe i IN� Installer's Name e 57> signers Name .x yp Address Address Telephone A Telephone# w I r '5pe of Building: ��'� Lot Size 3 7 Sq.feet ,Dwelling—No. of Bedrooms y Garbage Grinder ( ) t y Other—Type of Building No.of persons Showers ( r ( ) Other fixtures \ POSH OF �t Rw,�' �CRISPim' �Design Flow(min. req ired) gpd Calculated design flow gpd Desi gpd PlancDate 6a /7Number of sheet Revision Date t Title - t� ��i"��9/� i ✓ CIVI yI1* 0. Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator �° � �at'e of Evi 1 DESCRIPTION OF REPAIRS QR ALTERR-ATIONS , f r t The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed G✓,id►• Da 6 InsPee'tTo'tY5' FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 f � r Town Of Bcarns L2ble 3Ac2NSi:.BL DecaCtmenl of Health, Saletj, and Environmental Seri/Icas i '�, ��� S,✓ Public Health Division 26T lNizin Stra:::. Hyannis MA 0?-EC1 FAXDace: l� Numc, e:of oases co Follow: i To: "DA cpa(4)(,, V r ram'. '?hone: ne: 1;03-362'6 Fa:-phone: Fes: ohone: ;08-90-63Oa CC: P cIv REQUIRED SEPTIC TANK: 440 X', 200'% = 880 GAL. SEPTIC TANK PROVIDED: = —1500 GAL. The BSc Group, Inc. SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH 657 ROUTE 28, (UNIT 6) LONG TERM APPL. RATE 0.74 WEST YARMOUTH, MA 02673 SIZE OF LEA G.P.D/S.F. LEACHING FACILITY PROVIDED: (508) 778-8919 440 -GPD T 0.74 SF/GPD 595 S.F. PROJECT TITLE: USE HIGH DENSITY POLYETHYLENE LEACHING CHAMBERS 12' x2'x45' SEWAGE DISPOSAL SIDEWALL: = 2(12+451) X 2 - 228 S.F. BOTTOM = 12' x 45 ' = 540 S,F SYSTEM REPAIR 668 S.F. DESIGN 668 S,F x 0,7 4 SF/GPD = 902 GPD BARSTABLE BOH REG 1.14 REQUIRES : AT 440 GPD/0,75 GPD/SF 587 S.F. 314 SOUTH MAIN EFFECTIVE BOTTOM AREA = 46' X 13' 598 S.F, (USE 12 X 45 SYSTEM) STREET 77 BARNSTABLE, MA MAP 207 LOT 61 a Mf+ F� « • ti PREPARED FOR: " IRMA E. HAYES 314 SOUTH MAIN STREET CENTERVILLE, MA loDATE. AUGUST 12, 2000 COMP. DESIGN: K. HEALY CHECK: D. CRISPIN / N. W. HAYES DRAWN: K. HEALY FI END: //1 '°• P.H. / A.D. / N.W.H. N V \" • FILE NO. 5885SEP.D WG f' a► .. DWG N 0. 4367-01 � 4,. SHEET 1 OF 1-oil `ft n"r n t JOB NO. 4-5885.00 ��,� f P�'` ✓U��P e o°l`'� BSC TRA ITTAL TRANSMITTAL" M To: Barnstable Board Of Health Date: October 16, 2000 Barnstable Town Hall Proj. No: 4-5885.00 367 Main Street Project: Irma Hayes Hyannis, MA 02601 314 South Main St. We are sending you: ®Attached ❑Under Separate Cover Via: 384 Washington St. ' ❑ Overnight Delivery ❑ Taxi ® Regular Mail Norwell, MA 02061 ❑ Messenger ❑ Direct from printer ❑ Other: Tel: 781-659-7981 The following items: Fax: 617-345-8027 ❑ Change Order ❑ Drawings ❑ Prints ❑ Samples ❑ Copy of Letter ❑ Photocopies ❑ Reports ❑ Specifications ❑ Digital Media ® Plans ® Other: Application No. of Copies Drawings No. Date or Revision Description 2 4367-01 8/12/00 Sewage Disposal System Repair Design 1 Application-Disposal System Const. 1 Check for $100.00 This information is: ® For Your Information ❑Approved as submitted ❑Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ❑ Submit _copies for ❑ Revised Plans ❑ Returned for corrections distribution ❑ Final Plans ❑ Sent for your review&comment Remarks: Note: If enclosures are not as noted,please CC: Signed: contact us immediately. From: Norman Hayes C:\My Documents\To.doc i D AT E PROPERTY ADDRESS: -_____ 31 4_South Main Centerville on the above date, I Inspeoted the eeptio ay-stern at the .above address, This system conslsts of the following; 1 . 1 -1000 gallon septic tank 2. 3-Infiltrators Based on my Inspectlon, I certify the following oondltlons; 3 . This is a title five septic system. ( 78 Code ) 4 . The septic system is in proper working order at the present time. 5. The stones outside of the infiltraors is dry. at the present time. 6 . Pumped septic tank at time of inspection. SIGNATURE;,/ N a me i,3,_j4jSgm Lr- L�______ oa• h . Macomber-& Son , Inc . Company._J -�---P-__.._ �- ;e d� Address:_ Box-66-- __Centerville Ha . 02632-0066 JUL 2000 Phone: row - THIS CERTIFICATION ODES NOT CONSTITUTE A OVARANTY OR,�INAR-R. JOSEPH P. MACOMBER & SON, INC, Tanks•Cosspocls•Loachflelds Pumped L Installed Town Sewer Connectlons P,O, Box '775.333 torAll4 A 02632.0066 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.6600 TRUDY COXE, Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS' Governor Co:nraissiouer SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Nvperty Address:31 4 South Main Street Name of owner Irma Hayes Centerville Addeo"of owner: Date of tnsp.ctbon: , N,fT1e of fit,: ( (lose h P. Macomber Jr. I am a DEP appeoved system Inspector pursuant to Section 16.340 of T1tie 5 (310 CMR 15.000) C*Mw y N„r„: Joseph P. Macomber & Son Inc. A� -ox , Centerville, Ma. 02632-0066 •ng 0EgT1ACATIQN STATEMENT 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: ,�Y Passes ' Conditionally Passes _ Needs Further Evaluation By the local Approving Authority Fails irupector's Signature: Data: The System Inspectors all submit a copy of this Inspection report to the Approving Authority(Board of Health or DEP)wttNn 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 oMcti of the Department cKrivkonmenta!Prateetion. The original should'bs sent toVw system owner and copies sent to the buyer. If applicable, and the approving authority. NOTES AND CON'IMENTS I revised 9/2/98 Page Iof11 i `� Printed on R"kd Paper SU93VVACt SEWA09 OUPOSAL SY5TEW I931'fX=N FORD . PART A . COMFICAMW foondn� hop.rtyAd*o": 314 south- Main Street, Centerville O.oeOw Irma Hayes o4 Mup.��sw+:f 6/21 00 K3 rECT$ON tt V la r td.A Y: Ch+ck A. B, ta/ D: A. SY3TVJ ►A33ES: I have not found ►ny Informadon wNeh Indicates that any of the Wwe cond)twu described In 310 CMA 14.303 sxlst Any f& crft*ria not ova)uotod sit tndlcatod below, t7011L1.EXi'3: 1. SY3TIU CONDMONAUY ►A33ES: One a mwe syotem sompon*nu as doosrtbod In tha 'Condom! ►o4o' seodon hood to be ropleood of ropalrod. The syot.m. p comp:edon of the ropiosomont w ►opak, as approved by the SowlI of Health, wW pea*. tndcote yes no. w not determinedui (Y, N. w NO), Dsebe baals of doterminadon In al!Inatanosa. If 'not dotsrmk»d•, sxp t.7aJn wny no .A The ►opdc L" 1• metal, urJ•se the Owner w opasta h"provtdod tho system ktapseta whh a copy of s Cer""%f o Comptlonce (Onoohed)Indisodno that the tank ws.s!-+tailed wlthln twOnty (20)years prior to OW date of tt» wprc"e the oepdc Conk, who Nor w not metal.Is orookod,otrvswrowy unwound, show* wb*tandel Infuvodon w exf votlon. a follure Is Imminont. The system wW pose Lupeedon If the sxJsdnp s*pde tank Is fepl*sed with a somp+ytno eODtic una epprovod by the loud of Health. Sewego beckvp a broekovt or Nph*tado water level observed In the dlevlbvdon box Is due to brokon w obstn+ctad pi; •'or ove to s broken, sotded or unovon dlsvltwt on box. The system wW pass Lupsotlon 11 twtdt app(ov*l of the Ioaro 01 Hoelth). brokon pipe(s) we rsplacod obowcdon la removod dlsWbudon box It lov*Uod w ropiaood • The sMom rood pump q wm dwt'lour•dmoo vrardue%a broihnw obstrvofo4 pips(o), the Tyram w -ysu— Irupecoon II (with opp(oval *I the lord of Hoalth)i Woken pips(l) are repiac;d obwvcdon Is removed revised 9/2/98 Pill lof11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION fcorttirwod) ProperlyAddifeas: 314 South Main Street, Centerville own..: Irma Hayes Date of kmq)*ctkm: 6/21 /0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: __4A- Conditions exist which require further evalust)on by the Board of Health In order to datermine if the system Is falling to protect the public health, safety end the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CUR 16.303(1)fb)THAT THE.SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH.WILL.PRO.gCT THE PUBLIC ELEALTHAND SAFETY AND THE EaIMON arL �&a Cesspool or privy Is within 60 feat of surface water 30 Cesspool or privy Is within 50 feet of a bordering vegetated wetland or a sell marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETOUAI IES THAT THE SYS4TEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE BiVIRONMEXT: 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 wall. The system has a septic tank and.soll absorption system and the SAS Is within 60 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 60 feet or more from a private.water supply well, unless a well water analysis for collform bacteria and volatile organic compounds Indicstes that th• well Is free from pollution from that facility and the presence of smmonis nitrogen and nitrate Nuogen Is *Quad to Of less then 5 ppm. Method used to determine distance (epprox)mrdon not veAd).- 3) OTHER AO . a revised 9/2/98 Psee3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A > > CERTIFICATION f continued) Property Address: 314 South Main Street, Centerville Ownw: Irma hayes Data of Inapection: 6/21 /0 0 D. SYSTEM FAILS: You must Indicate either 'Yes' or 'No' to each of the following: 1 have determined that one or more of the following fallure conditions exist as described In 310 CMR 16.303. The balls for this determination Is identiflsd below. The Board of Health should be contacted to determine what will be necessary to correct the failure Yea ar overoaded cr�aggad-&AS-Orceespool. Backup of towage IrnfaclNtv-w Taten+comPoMntt" Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or dogged SAS or cesspool. NOA/Q_ Static liquid level In the diISribution'box abov outipt invest due to an overloaded or clogged SAS or cesspool. Liquid depth In-a443p"Is less than 6' below Invert or available volume Is less than 1!2 day flow. 2 Required pumping more than 4 times In the last Yost NOT due to clogged or obstructed pipe(s). Number of times pumped i - Any portion of the Soil Absorption System, cesspool or privy Is below the high groundwater elevation. Any portion of a cesspool or privy Is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy Is-within a Zone I of a public well, Any portion of a cesspool or privy Is within 50 feet of a private water supply well. Any portion of a cesspool or privy Is less-then 100 feet but greater than 50 feet from a private water supply wall with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of wall water analysis for coliform bacteria, volatile organic-compounds. ammonia nitrogen and nitrate nitrogen. 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: AAA The system serves a facility with a design flow of 10,000 gpd or greater(large System) and the system Is a significant tfveat to F health and safety and the environment because one or more of the following conditions exist: Yes No the system Is within 400 feet of a surface drinking water supply the system le witkirt 200 {eat of+M1 ►tay to a surface-drktklw4 w+tw+u►ply _ -- the system Is located In a nitrogen sensitive area(Interim Wellhead Protection Area:IWPA)or a mapped Zone II of a pu water supply well) stem In accordance with 310 CMR 15.304(2). Please consult the local regi The owner or operator of any such system shall upgrade the sy office of the Department for further Inforlrtation. Paer 4 or 11 revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTE34 INSPECTION FORM �. PART B X- CHECKLIST 314 South Main Street, Centerville own.,: Irma Hayes Oats of Vuwectson: 6/21 /0 0 Check If the following have been done: You must Indicate either 'Yea' or 'No' as to each of the following: Yes No Pumping Information was provided by the owner, occupant, or Board of Health. Nona of the system<orsapo+ants 6&waj~puwpad stJ st two•wo&ke aadtlaalystam haaba"wcelaipq.ard flo% rates during that period. Large volumes of water have not been Introduced Into the system recently or as pan of tNi Inspection. As built plans have been obtained and exemined. Note If they are not available with N/A. _ The facility or dwelling was Inspected for signs of sewage backup. The system does not receive non•sanitary or Industrial waste flow. _ The she was Inspected four signs of breakout. All system components,Xuding the Soil Absorption System, have been located on the site. V _ The septic tank manholes were uncovered, opened, and the Interior of the septic tank was Inspected for cond)tion of baffle or tee&, material of construction, dimensions,depth of liquid, depth of sludge, depth of scum. The size and location of the Soll Absorption System orrthe site has been determined based on: Existing Information. For example, Plan at B.O.H. _ Determined In the field(if any of the failure criteria related to Part C Is at Issue,approximation of distance Is unacceptaore) (I 6.302(3)(b)l The faclUty owner(rnd.oc—pants,.If dittaratit kdauzLoo on The proper mal.,*..,•.,,.e;.I SubSurface Disposal Systems. revised 9/2/98 Paeesorn SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM WFORMATION Property Address: 314 south Main Street, Centerville own«: Irma Hayes Dsrte of tnspKdon: 6/21 /0 0 FLOW CONDITIONS RESIDENTIAL: Design flow: _g•D•d•y0droo Number of bedrooms d slgNumber of bedroom$(actual):9 Total DESIGN flow Number of current residents: Garbage grinder(yes or no): � _ Laundry(separate system) I s orC0 _: If yes, se paratelnspact)on.required 7„yV G .P Laundry system Inspected or no) i 1'0 0p6 QCI��� a Seasonal use(Yes or no1: J �r �L- �+ Water motor readings,if available (last two year's Usage(gpd): ' Q G�r4anSS �J rJ V•�'� Sump Pump(yes or no): xv—d,. Last date of occupancy:-, cQk4MERC1ALIWDVMlAL• Typo of establishment: AM Design flow: �flow ( Based on 16.203) Basis of desig Grease trap present: (Yes or no) Industrial West# Holding Tank present: (Yes or no)" Non-sanitary waste discharged to the Title 5 system: (yes or no)�{J Wete( meter readings, If available: Last date of occupancy: Abt OTHER:(Describe) AM— Lost date of occupancy: offlot ' GENERAL INFORMATION PUMPING CORDS and sour a of Information: QEV A, Systofn pumped as part of Inspection: (Yes or no s If yes, volume pumped: allons y � /• /�� / _y�f Reason for pumping: ljkjdX TYPE OF YSTEM Septic tankldlaislbuten-9a+6/so11 absorption system Single cesspool Overflow cesspool Privy Shared system lye$ or no) (if Yes, attach previous Inspection records,If any) IIA Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank I Copy of DEP Approval Other APPROXIMATE AGE of all components, date Inetallediif known)-and souroe 044afermatlon: Sewage odors detected when-arriving at the sites. (Yes or no) revised 9/2/98 Paerfiof ll SUBSURFACE SEWAGE DISPOSAL•SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(con*%jod) P►opertyAddr•aa: 314 South Main Street, Centerville Owrw: Irma Hayes oats of k%sp•ct1°n: 6/21 /0 0 BUILDING SEWER: (Locate on site plan) ll((✓✓, Depth below grade:/O Material of construction:=c.st Iron j 4/0 PVC 10 other(explain) Distance tromp/ivata water supply well or suction line Diameter Comments: (condition of Joints, venting, evidence of leakagr,♦tc.) Joints appear . SEPTIC TANK: Ilocats on she plan) N Depth below grader Material of construction:. oncrstelrlmetal'!�!Flberglass 4Polyethyl•ne!kother(explaln) If tank is fnetal. list age W is.ags.conflrmed by Certificate of Compliance (Yes/No) �r l�ir i7i�11 Dimensions: Sludge depth:_ _. Distance from top of � �sludge to bottom of outlet t••o►traffle: _ Scum thickness: O Distance hom top of scum to top of outlet tee or battle: Distance hom bottom of scum to bottwn of outlet tell Duffle: r Mow dimensions were determined: Ago drl�,401&rlew Comments: id level In relation to Duffel invert, structurd-integrity, (recommendation for pumpin condition of Inlet and outlet tees or-battles, depth of liquid Inlet&outlet tPPs evidence of leakage, etc.) ump the septic tank PvPrj;, 3yea_s. are in ace.The ce oe of t1ispection. GREASE TRAP: Rotate on site plan) Depth below grader Material of construction4/Aconcr•t•I&metaW/ Flberglassl/r�Polyethylene{�iother(explain) Dimensions: Scum thickness: Distance hom top of scum to top of outlet tee or baffler Distance horn bottom of scum to bottom of outlet tee or,baffle: /A�"i Data of last pumping: a Comments: battles, (recommendation for pumping, condition of Inlet and outlet tees or fles, depth of liquid level in relation to outlet Invn, structural Integrity. evidence of leakage, etc.) reas . revised 9/2/98 page i°rII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(corrtL+uod) fTopony Address: 314 South Main Street Owner: Irma Hayes Dwu of le,epocdon: 6/21 /0 0 T1GHT OR HOLDING TANK: {(Tank must be pumped prior to, or at time of, Inspection) (locate on site plan) Depth below grads: Material of tonstrucdon:{1Aconcrete /metal J�iQFlberglasstG9Pdyethylene,�gother(explaln) AIA _ ,c/A —— Dimensions: .fl/? Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm In working order:Yes..g No AW Data of previous pumping: Ahf Comments: (condition of Inlst tee, condldon of alarm and float switches,etc.) tanlrc 1 Cr =Q -43 A t—pi°es en b DI.STRIBUTION BOX:416416 (locate on sits plan) Depth of liquid level above outlet Invert:_ Comments: _ (nee If level end distribution Is equal, evidenoe of solids carryover, widence of leakage Into or out of laox, etc.) — Distr,j Niti nn hnv is not pTesent.� _ _... PUMP CHAMBER:hWe (locale on sits plan) Pumps In working order:(Yes or Not Alums in working order(Yes or No)_" Comments: f a (note condition of pump chamber,condition o pumps s p and DD etc.) 1 -Fump c a—MhLnr i q nni- , revised 9/2/98 Page IofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(con*wed) Pmp"Adaeu: 314 South Main Street, Centerville D"nw: Irma Hayes Dau of lrsspection: SOIL ASSORPTION SYSTEM(SAS):•z-1,W �Tr.4 2irj (locate on site plan, If possible: excavation not required,location may be approximated by nonantruslve methods) If not located, explain: Type: leaching pits, number:4 -- Y leaching chambers, number:_174PAAAX-Ifyd''S lesching galleries, number:, leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number: Alternative system: /e Name of Technology: O Comments: ( te condition of soil, signs of hydraulic failure, level of ponds damp soli, condl or�of vegetation, etc.) to rk Ro si ns o I' draulic failure e ury a in i CESSPOOLS: e, (locate on slu plan) Number and configuration: d Depth top of liquid to Inlet Invert: Depth of solids layer: Depth of scum layer: A Dimensions of cesspool: Materials of construction: Indication of groundwater: Inflow (cesspool must be pumped as part of Inspection) Cesspools are not -p rPgPnf- Commenu: (note condition of soil, signs of hydraulic failurs,level of ponding,condition of vogetatJon, etc.) --cesspools are not prespnt PRIVY:4�4/C- (locate on sits plan) Mmodals of eons c qn: .� Dimenalons: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation;etc.) -Privy is not oresent revised 9/2/98 Psat9of11 f SV93VAFACI 5IWA01 DIS CW VYiT L"PtCMON PO" PAAiySTvA WFoPj4A*now (coed—j-4 A,a,..,; 314 South Main Street, Centerville Irma Hayes 6/21 /0 0 SKETCH Of SEWAOE OtSPOSAL SYMM: IncJvEo do# to +t I4+4t two permanent r+l+r+�u l+ndmuk+of b+nchmuk+ lows All wells WKNA 100' 11.9010 who( +puDUo w+t+i supply4��+Into house) 314 Soil /11 aiK S-f. 'en, \�L5 2.° ® loe N loll 271 revised 9/2/98 . t SUBSURFACE SEWAGE 013P93AL SYSTEM WSPECTION FORM PART C '.; SYSTDA pFOR1dATtON (eondnu.d) PropartyAdclre": 314 South Main Street, Centerville Oww: Irma Hayes Data of k,sp.ctton: 6/21 /0 0 NRCS Report name Soll Type_ Typlc&I depth to groundwater USOS Date webslta Ailted Observation WeUs checked Groundwater depth: Shallow Moderate _Deep SITE EXAM Slope Surface water Check Cellar Shallow wells r Estimated Depth to Groundwater IL Feet Please Indicate all the methods used to determine High Groundwater Elevation: _Ootained from Design Plans on record Observed Site (Abutting p(opert b+ervadon hole, baaemeot sump etc.) Determined ttim local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records i/chacked local e:cavatots. Installers Used USOS Data Describe how you established the High Groundwater Elevation. (h!yiS be completed) Used water contours Map. Gahrety & Miller Model 12/16/94 revised 9/2/98 hill It oftt ' r •..en ram..-n i r���r•,iw.-ww•rn.��-wn ew�rnwn�.+wv�w•r...+wn��r+ti n�r+�w.rn .�Tr-�++w-_.. .-. . TURN OF BARNSTABLE BOARD OF HEALTH .^^ •'-* .-SUIISUfIFACF 9EWA(;F (,I f'()SAL�SYSTEM INSPECTION FORM - PART D •- CERTIFICATION —TYPO OR PRINT C1.9AOLY- 1 PI?OPERTY INSPECTED STREET ADDRESS 314 South Main Street, Centerville ASSESSORS MAP, BLOCK AND PARCEL # OWNER' s NAME Irma Hayes r� PART D - CERTIFICATION NAME OF INSPECTOR _ Joseph P. Macomber Jr. COMPANY NAME Joseph P. Macomber S"S on, Inc. COMPANY ADDRESS Box 66 Centerville MA. 02632-0066 Street Town or C ty state 9 1 P COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX R A CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and omplete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : Wsystem: PASSED ' The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form , System FAILED# The inspection which I have con 'acted has found that the system fails to Protect the j)tlblic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . V 1 - Inspector Signature ' Date 411 OY copy of this ce ification must be provided to the OWNER, the BUYER One where applicable ) and the 130ARD OP' HBALTII, • If the inspection FAILED, thb owner or operator shall upgrade the system within o•ne year of the date of the inspection , unless allowed or required otherwise as provided in 3.10 CHR 16 . 306 . partd .doc c)1wn l)1 11al-Ilstable rll_ 7 I)e))91'III I ell I of I I ell IIh,Sorely, and EIIVII-oil III ell InI Sct'vlces WIL' I'nlllic 1101111 Division Dille I 367 h4nln Simo,Ilyrrmis MA 02601 I oAhNetAm.� I MASI ott" Date Scheduled _ Time f( b�, Fee I'll.: Soil Suilabilit)) Assessment•for Se►vage DispoIsal Perfilrnrcd Ily: Wllncsscd fly: 1�(.7/C�1.'�/{��Q®1V & C�1�1VI,R�L I1V►�ORjYt�:'I'I�N� Locnllon Address Owner's Address �PC4,lezl,,lC� Assessor's t`Inp/l'nrccl: je)7/Q61 linglireer's Nmi1e C NIM CONSTRUCT ON' REPAIR � Icic dirinC ll . I Slnpcs(90) 2 0 e Surfnce Slopes NO►�� bistnnces liom: Open Writer[Jody Il I'ussible 1Ve(Aren Il i)rinking Wntcr Well fl brnhmgc WnY 11 Ptopclly Line II Olhcr Il I'CI I: (Street nnnre,dhncnslons of lot,ex net lucntluns of test holes k perc tests,loenlc wcllrinds In proxhnily It,holes) SI<>; A TT/kc-"IED MOGLP�CIAL I':neirt nlnlerini(geoltiglc) Ql)TWf�crJ � p Ihplh to Iledrock 1 Z.0 II QQ t( Depth In(iroundwntcr. Stnriding Wnfer In I lole: I I Weeping from I'll tote q lisllnlntcdScnsunnlIlighOroundwidet 80 G.%V- .ADJU5-rMETAT) P1.11 1MINATION IvO t-UMSONAL MiG \Y `I')!IZ.' '�111L1, Method used: G.W. AP3, II rl bep111 Observed shilling III ohs,hole: beptlr to soil mottles: NOtAE Depth to wceping from side of ohs.hole: 1I Ill' Imlex Well// MI'�J- R �� Q. ' Irr• Grnundwnter A�iisliireiil 6.7 Il. _ .. Z�Itrndhl bole: Op Index Well level Adl.factor J.(_ AJI,(7rounJwoter Level_-• _ } . � I'I�ILC(�LrS.'I'�ON '.I'IS'I' `�: "�'°>:ii�i1�7F25 ,�Jo•i�lrue lo;ao� '1 Obscrvnlirnl Ilule/l TP' I f[File Fit 9 bcplli of felt 6 I - 6 4 ,F 1'hne nl 6" Sirirl Pfe-sunk Time (01 C) I I tine(9''-V) I:nd Ptc-snnk Ithlc Min./filch Site Si linbllity Assessnlenl: Site Passed X Site fulled:. Addhinnril'I`risling Necdcd(1'M) Orlghtof: I'I1I111C lknIIII )FIVIS1611 f)liscrt rills n Illilc baln'1`o Ile COtilplclethon-11nc1( j Copy: Appllcmil e I)rr,tr UI3SI,It`���'HON t t�[, ;�,oi* llolc 11 -rP-I UepUt liooi Soil ilotlzott , Still'fcxhtrc Still Culur Soil OIhcr Sutlitcc(io.) (IISUA) (f ionsell) f,lollllo g (SOuclmc,tilnncs,Iloultictcs. . - ��`� M��tvM S�suftisLcusx.l4�iitarsl) Nye Loose 7-1-1 —9109 0I181001r1 VION I1C)L1, Loc., [I )[e 1)' I)cpllt Boot Soil Ilotizuu" Sofl'reslutc Sufl Color Soil Ofltcr Sallacc(Iti.), (1ISDA) 011111scll) Mulllla g (Slntcltuc,sloncs,Iluoldeles. --- — - — Salnilil51141 "� lnY�l) Ul�li;l' O13S[ IZV�1.`1'1ON IIOL.,1; LO(. flolcla< bellillRuill Still Ilolfzoa soillcsiurc Still Color still OIhcr Surlitc:e(in.) (USDA) (Alutisell) M01111n C (slnrclulc,Sluncs,llauldcres. --- — S:tlllilticas):tee citn��l) l)1;I�I). OUSLItVA'I'IbIV iI01,L Depllt lion Soil I lorizon Suil'feslurc Soil Cohn Soil 0111cr Surlitcc(In.) (IISI)A) (Munsell) Mulllia g (slnlclurc.SUntcs,lluuldctcs. -- - �.11llilil�)ILY.1i.(IIiIYSI) I1!�uLll �rs)ic_ nl n)z: 250001 000� � Ahovc 5(10 year(f(ind bolitltlary Nu�_/-- 1'cs Millill 500 year boolobily Nu ^ Yes—_- _ 1``IH` -TC`tT- p 1r v)A 5 ILPC.AkTE D Wfllthl I(la year Ilaud boundnrY No Yes X IV Z-G?I`J� t I)cId LULNa iLLA 'cc iCLlll1;_ 'C !�(5L�1ll1�11LI I)oc5 all least li)ur fee( of nmolvilly occ)Ilring pervious loaleritil cxisl ill all areas i)I)servcd Ihrouglloul Illc area proposc(l Ibr Illc soil absorp(loil sysle1117 1 5---- If ool, wlllll is the (leplll of nalrlrally occurring pervious material? �!1i(umll m cel lify (bat oil 12-111 (dale) I have passed the Soil evalualor exanililalioli npprovcd by l le I)cp u'Uocirl of F-livil'gnrncnlal proleclion 1111(I 111111 the 11)()vc no nlysis was perfornicd by Inc consislcnl Willi the rcgoired Iraiifing, ezpci-lisc and cxlicrlclicc dcscribed hl 710 CM It 15.017. Sign�llurc � ale . 1 P _ 17 7/z5►©o- � ------ --- ----- . Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION A ON Site Location: Se) C AUP_C_K AD Lot No. Owner: Address: Contractor: Address: Notes: , STEP 1 Measure depth to water table 6 tonearest 1/10 ft. .............................................................................. .Date month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well.................................................... OB Water-level range zone ..................................................... C STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) t determine water-level adjustment .......................................................................................... ' STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from-measured depth to water levelat site (STEP 1) .........................................................:................................................... �.7 r Figure 13.--,Reproducible computation form. 15 - TOWN OF BARNS.,Tt.ABLE LOCATION-4/4/ � LP.rL. EWAGE #70� VILLAGE 6� 2��� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY ,O1J LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATE BUILDER OR,OWNER A�gr�� DATE PERMIT ISSUED: /l/ DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No (; '�� � i �0 o�'� .�, }.. y8 � : r r �' � r+ s 4g � (�.1� �' 3N Soo-eo Main 5-t- 6rnl Ai 20 ,. �30 e 27 �3 � . 1 � i tiarman Hayes 314 South Main Street A tienterville,Mass. 02632 System consists of; 1 -1000 gallon septic tank. 3-Infiltrators Stones are dry. Pumped tank at time of inspection. i r` / No... J.:.YY.7 r_�CJ�7 ...� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for MipugFal Works Tono#rurfivir remuil Barnst:',- Application is hereby made for a Permit to Construct ( ) or Repa'r ) Individual Sewage Ditpossaall System at n a �Q=' ' 'uY :. ..... / G ,! �` /X r = .-Lta og��i' Address- or I,ot No. a % C8 ............. .I......... _......--- ------------..-..........----•' .......--••Address —•- .......--•--- !y-Le5/ nstaller T e of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms.______.__.............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures --------------------------------=----------------------------••••••-•-•-----•-----------------••-•••--•-••--••-•-•-•._.....-•-•.......•..-•••--•-•-•- W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-. Percolation Test Results Performed by...........................................................--•••--•••••-• Date........................................ Test Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water...................... 0s4 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water....... __ a ----•- ••-•-----------------•----•••---•-------•-----•-•-•----•-••-•-••--..._..--•---•-•••----........-••• •----••-- ...... 0 Description of Soil.................................................................................. 0 Nature of e -irs or Alteratio s—.Answer when appli bl ._----- !v, - - ---•• ••-•-•---------•-•-•----•--••-••-••................•_. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environme 1 Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant as been i ued by the oard health. ASign ........... . ...... . ............ �..- .:..�� Date Application Approved By ...............�� ... l� e ::... :. Dat Application Disapproved for the following reasons- --------------------------------------------------------------------------- -----------------------..................--------- ------------------------ ------------------ ------------ -- -- - --- --- ------ -- ---------------------- -------- ------------------------------------------------- ----- ---------- .......................------------- - Date PermitNo. ........ "....ZKY---7. ............. . .. Issued .............................. ............ Date THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA No.. CD'-7 0�0_ THE COMMONWEALTH-OF,MASSACHUSETTS - BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Mqpasal Works Tomitrurtion ramit Application is hereby made fora Permit to Construct or Repair an Individual Sewage Disposal System at: Z. .... ....... ----------------------------------7or'Lot No...... o------------------ Address ................................................... Address ';gg ....... --- ....I.... .1--*7 ,.............................. .............. -�01*'- ................................. ----------7---------------------------------- ................................:...................................I................. Installer Address Ty of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms---- ..............................Expansion Attic Garbage Grinder a Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures .... -----------------I...........I'll-------- ........................................................................ Design Flow........:. .......................gallons per person per day. Total daily flow--------_-_---------...................gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width.._......._..... Diameter---------------- Depth................ Disposal Trench—No. .................... Width........_......_._.. Total Length.._...._.........._. Total leaching area....................sq. ft. Seepage Pit No..................... Diameter._...........__..... Depth below inlet.._..._............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I________________minutes per inch Depth of Test Pit.__..............__. Depth to ground water...._._.._............! 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---_-_-. .... 0 Description of Soil......................................................................................................./-). �TN 1,7_1 ...............................................".................... .......................................................................................................................................... I........................... --------------------------------------------------------------------------------------------------- ----------- ---------- .............W."I ......... .... irs or erat' Answer whene app ia a 4 WA A ..... ... ....... ............................................................... U Nature of Rep;�* Alt ------ ..... ..........I....... ..7WJ. .................. ............... Agreement: ,The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmerpal Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance'as been.i sued by the board of health. s., Signe ............. ........ . ..... ...... _6.te---------------- Application Approved By ................ T - .............. ....... —-------- ---------------------------------- Date Application Disapproved for the following reasons: ......................................................................................................... ....................... ------------------------------------------------------------------n....................................................................................................................................... ....... ...................... -7 Date Permit No. ........ ------- .......... Issued Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate of Complianre THIS IS TQ CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by......................... .............................................................................................................. at ....................31.y *--------------------------I---------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ------- ....... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................... I ..........1 --------------_-- Inspector ................................................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF' HEALTH N0111TOWN OF BARNSTABLE ......... ,P. Permission is hereby granted.........r\ e...... ...... ......--------------------.................. .........--------------- to Construct or Repair 'r 7 #2 at �-an ,ndividualA(ewage No.......... ...... � 1 11 J ,.... .. ................. Street ................................ ......... .... . as shown on the application for Disposal Works Construction Permit Dated............................... ............ .............................. ---------------------------------------------------------------- Board of Health DATE-- ................................................... FORM 38308 HOBBS&WARREN,INC..PUBLISHERS SOIL TEST PIT DATA: JULY 25, 2000 SEPTIC TANK DETAIL: 1 ,500 GALLON (H-10) DISTRIBUTION BOX DETAIL: NOT TO SCALE SOIL ABSORPTION SYSTEM DETAIL REVISIONS NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS 5 NOT TO SCALE 52" 12' TEST PIT 1_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE o0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. 15.5' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 GW. EL. EL. 8.8 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. COVER ABLE 2" WALLS NOTES: °o PERFORATED 4" PVC PIPE °0 VENT ' UNLESS UNDER PAVEMENT, DRIVES OR I o 0-9" LOAM SANDY 10yr 4/1 TRAVELED WAYS, WHEREIN H-20 LOADING ;y •,y ° 1 SHALL APPLY. v +y::v.... :v.:•' ' 2" Pvc � 1. DIST. BOX TO WITHSTAND H-10 LOADING o 0 UNLESS UNDER PAVEMENT, DRIVES OR ° 9"-19" LOAM SANDY 10YR 5 6 3. ALL PIPE CONNECTIONS AND CONCRETE 0° o ' / CONSTRUCTION SHALL BE WATERTIGHT. R MIN WITH TEE TRAVELED WAYS WHEREIN H-20 LOADING °oo 0 0 oo 0 0 0 0 0 0 0 0 0 0 ° 2 EL 21.5 0 - ., T 15" SHALL APPLY. ° 0 0 00 000 00 00 0 0 00 00 0 00 0 r `"" ''�"" 00 00 00 0 0 Goo 4. FILL ALL UNUSED KNOCKOUTS WITH 2-24" DIA C.I. (60 MIN.) MANHOLE COVERS 3' MORTAR. 4 D " » g„ 2. PROVIDE INLET TEE OR BAFFLE WHERE F 45' GENERAL NOTES: BROUGHT TO Fl ISH GRA E 6 5,5 OUTLETS TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND 12" MIN. _ v..•. PLAN VIEW - LEACHING CHAMBERS ¢ M.H. OPENING71 -COVER �,,� e e e� oe ee� oe� T IN PUMPED SYSTEM. CONSTRUCTION OF THE SEWAGE 3 a �" i °4�� � � 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. DISPOSAL FACILITY ONLY. 5, // /aC = �/ „ 64 INDICATES 10'-6" RAISE M.H W,C 4 BOTTOM ON LEVEL 7 LOAM & SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AND UNSUITABLE SEWER BRICK .,• • STABLE BASE 6" MIN. 3 4" TO BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. 6 �'I MATERIAL 10'-0" & MORTAR " e CROSS-SECTION 1 1/2 CRUSHED D.E.P TITLE 5 AND LOCAL BOARD " NORMAL WATER LEVEL 9 STONE BASE 3 MAX. COMPACTED FILL 36 MAXIMUM 12 MINIM M OF HEALTH REGULATIONS. 7� 80 - 4. ALL PIPE CONNECTIONS AND CONCRETE o 0 0 0 0 00 0 0 0 c 3" CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0 0 00°° 0°Oo 000 0°0 3" LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT » 19.5" PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE 8' C WEEPING AT 118" INDICATES PRECAST SEPTIC TANK ` 13 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 0 HIGH 0 00 0 40 OR EQUAL. SAND 2.5yr 6/6 ADJUST 3.1 FEET �_ OBSERVED INLET TEE :� 4'_g" 30 1/2" 30.5" 24" Qg Q DENSITY Q Q Q REMOVE _ O O POLYETHYLENE o Q UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS 9' GROUND WATER - - 5-2" 4'-6" » 5'-4" EFFEC. Q7Q Q CULTECT 330 00 0 Q MATERIAL FOR LOCATED WITHIN 150 FT. OF THE 10 - 120 - - _ 5-8" z .� 4-0 MIN. 90•eoro aN �: 15 1 2 FORCE MAIN WITH TEE DEPTH LEACHING 0 0 5 ALL AROUND PROPOSED LEACHING FACILITY NOR " ? = ' LIQUID DEPTH (,S��) - / " i 0 O CHAMBER Q IF APPLICABLE ANY KNOWN WELLS PROPOSED WITHIN EL 13.4 PRECAST DIST. 150. OF ANY KNOWN LEACHING FACILITY. 77 11' INDICATES c� BOX " „ 3/4" - 1 1/2" 5. WITHIN LIMIT OF EXCAVATION REMOVE v- ESTIMATED �= 22 52 22 ALL TOPSOIL, SUBSOIL AND OTHER �::? . �.�'.=:��_ `�•.': �:�_. WASHED STONE 12' - SEASONAL HIGH - 12' IMPERVIOUS MATERIAL. GROUND WATERc BOTTOM ON LEVEL STABLE BASE 3" DATE: PLAN VIEW " " � ����. 7 1 2 6 ORPOTNERLACE WCL.EANL GRANULAR SOILSEAN WASHED 3/8/00 6 MIN. 3/4 To CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER 1 1/2 STONE CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: TEST BY: DOG 10� MAX BY WT. SHALL THE BSC GROUP, INC. INDICATES + $ INVERT ELEVATIONS. PASS No. 50 SIEVE WITNESSED BY: PERC. I EDWARD BARRY TEST ENCN M�R`�g2g NO`ro� ; PASS No. 100 <10 % OF No. 4 SIEVE SHALL 100' BUFFER ZONE g 7 I TOP OF FOUNDATION 12.49 <5 % OF No. 4 SIEVE SHALL. PERC. RATE: ELEv��. i � - -_ PASS No. 2u0 2 MIN./INCH I 4 INVERT AT BUILDING 10.83 I UNIFORMITY COEFFICIENT ® No. 4 SOIL EVALUATOR ---I,---__ - -- - 4" INVERT AT SEPTIC TANK (IN) 9.40 SIEVE </=6.0 MIKE PETRIN 1 l � -----� ----,`-- T-+ \ >+ 7. EXISTING UTILITIES WHERE SHOWN SOIL CLASS: 1 I ) lI� \ : �\ �I 4+ INVERT AT SEPTIC TANK (OUT) g•� THE CONTRACTOR SHALL BE RESPON- H R H I L R-\OAD � I IN THE DRAWINGS ARE APPROXIMATE. `h' 4 INVERT AT PUMP CHAMBER (IN) ( 9 ED\GE OF PAVEMENT-_--/ __ _----� i SIBLE FOR PROPERLY LOCATING AND 1 fi PUMMP ON PUMP OFF 5.90 COORDINATING THE PROPOSED CON- L.T.A.R. -_�Y'``- ----- ------- ---- -- - C�� i STRUCTION ACTIVITY WITH DIG-SAFE 6.20 \ I � \ ��,�_,-__ \ \ � 92 p9%' ,--- �pv � PUMP OFF AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. 84.30' on 4�0.08 \ -SS ' eE37"W \ _ _ -- r ` �C✓ ; ALARM 6,70 COMPANY AND MAINTAINING THE k' , EXISTING UTILITY SYSTEM IN SERVICE. DATUM : \\ \�I I I \\ �" \\ \\1 / I \ / �/' 4" INVERT AT DIST. BOX (IN) 15.01 THE STATE SHALL MA E NOTIFIED PER \ 1 \ _ \ I 4" INVERT AT DIST. BOX (OUT) 14.85' STATUTE CHAPTER 82, SECTION 409 VERTICAL DATUM: N.G.V.D. \ �Q bye\ i I \ 3 I STQ'XE RETA�NIN� 1-1- y, STONE V1ALK Cr II rr � N I AT TEL. 1-800-322-4844. THE \ I I I i`\7u 1 i(- / \� /� ENGINEER DOES NOT GUARANTEE BENCH MARK USED: (RM-14) 11 .89 CHISELED SQUARE ON CONCRETE HEADWALL \ \ I I I `ol 1•; II �\ �✓ -�� it DPP INVERTS AT LEACHING FACILITY: THEIR ACCURACY OR THAT ALL I I I o \ I�,; �I FUEL OIL L# I R`' 62 4" INVERT AT BEGINNING UTILITIES AND SUBSURFACE STRUCTURES BENCH MARK SET: STAKE & NAIL SET ELEVATION 21.0' w \ \ I \ of I So ��, ARE SHOWN. LOCATIONS AND J \\ I I ( I ,I Pa,S�Qp�G OF LEACHING CHAMBER 14.8 ELEVATIONS OF UNDERGROUND UTILITIES I I I o010 I TAKEN FROM RECORD PLANS. THE PROFILE: NOT TO SCALE Z \ I I I I I o_I°__ I ® ELEVATION AT BOTTOM CONTRACTOR SHALL VERIFY SIZE, \ \ I I I I I EXIST. Ir*i EXISITNG EXISTIN 4 ' OF LEACHING CHAMBER 13.8 LOCATION AND INVERTS OF UTILITIES r14I AND STRUCTURES AS REQUIRED PRIOR \ I I I I I I LEAN CESSPOOL BEDROOM I BARN i TO THE START OF CONSTRUCTION. EL=12.49' VENT o \ I I I I I I OUT (M BE�""TM SAM) DWELLING o GROUNDWATER , TOP FOUNDAl10N 3 OUTLET FIRST PIPE LENGTH I \ 8.8 COVERS TO WITHIN 6" TO BE SET LEVEL -� 1 \ 1 I 1 I 0 ADJUSTED • I 8. THIS SYSTEM IS NOT DESIGNED FOR EL.=12 OF FINISHED GRADE. DIST. BOX FOR MIN. 2' \ I I I I I \ ¢ . FINISH GRADE � \ I \ \ \ I I 1 I T. THE USE OF A GARBAGE GRINDER. 4" PVC SCH 40 IS NOT EL=16.5' 1 Q \ \ \ \ \ I 1 I I I 1 \ �I i RECOMMENDEDA GARBAGE RIDUET 0 RECOGNIZED 4 PVC � \ \ I I \ \ \ TOP OF FOUNDATION ? I DESIGN CRITERIA• x I N \ \ \ I I EL.12.49 i ADVERSE IMPACTS TO THE LEACHING 4" Py�' I O rn \ \ I \ , \ O I FACILITY. SCH 40 LEACHING CHAMBER ` a 1 \.- (A i / DESIGN FLOW: a N (� 1 I \ I I / I , o > i \ EXIST. I Q p I I I 1 1 I 11 / / a' I WOOD I ' 4 BEDROOMS AT 110 G.P.B. D 440 G.P.D. 1=21.8 6" 13.8 1 1 1 I ° I �( 1 ( I I ►i d I SHED e. \I-22.10 1=15.01 N �, P` I I I `l7 I 1 DI T�21BQTlp / 1 `. .., 14.8 5.0' I / I g X( 1 / 1500 GALLON O I I I I - PUM GALLON �. U , i 1 I 34 " I I�� N I / REQUIRED SEPTIC TANK: SEPTIC TANK PUMP CHAMBER � I I � � I I I I ( � \\ \ 1,�J PVC / � I ' - 6" STONE BASE D goX 1 NO OBSERVED GROUNDWATER ` / � / 2r'j � � I ( I 1 / \ 1 6}�� � I / 6.8 // /N � 2 ,y � 1 I �'':: • I �rn F/ORCE MAIN / '- / 440 X 200% 880 GAL. RC ZONE ///r� r ° q / o ca \ \ / // k 1 �� /' SEPTIC TANK PROVIDED: = 1500 GAL. The BSC Group, Inc. BA ZONE / / / / ' N PUMP CHAMBER DETAIL. - / / / /' /' /' / ► 0 1500 GAL / I �, v ` . / / / /� ,� I PUMP CHAwIBER \ I ; / SIZE OF LEACHING FACILITY REQUIRED: NOT TO SCALE ,� ' / ' / / /' 150o AL ,' o� `� I �,�' /' + ( ) 657 ROUTE 28 UNIT 6 DESIGN PERC. RATE: <2 MIN. INCH(SEE SEPTIC TANK DETAIL FOR DIMENSIONS) �� \ ` N / // / / / /�, , ,:' 'M / ^� ^``� SEPTIC TANK PQ \ I /'� ; / / WEST YARMOUTH, MA 02673 `11� ��% �� / LONG TERM HPPL. RATE 0.74 G.P.D/S.F. �' SO�E�-0 PGA \ I .%' � ' ' 508 778-8919 // / I� SS�QPRO // SIZE OF LEACHING FACILITY PROVIDED: ( ) PUMP POWER / / / / / / / P SF & FLOAT � v ' / l / / / VENT/ // �� ��o9l i° - � � ��,%' /,/' f/ 440 GPD= 0.74 SF/GPD �595 S.F. PROJECT TITLE: CONTROL /� ^� �� / l , / / / / / ,�^� < / F� /� / + - - _- _- CABLES � � .v - � o• \ ��''SY / \ •' I .t G ; ' ,�' / ��� SOIL, ABSORPTION SYSTEM l / / / / /� \ I G� �1 / USE HIGH DENSITY POLYETHYLENE \ � � LEACHING CHAMBERS 12' x2'x45' SEWAGE DISPOSAL Ca INLET / / / / / / , / / \ ,�� , F %� �o / SIDEWALL = 2(12+45 ) X 2 = 228 S.F. TEE ��' / / / / / , /`/ / \ \ , �' ,,'F� G ,�� / - B❑TT❑M = 12' x 45 ' = s4o s,F SYSTEM REPAIR cn 6" WALLS �,� \v Q ,Lp� // , // / // /` / ZONE C ZONE 8 110Q BUFFER ZONE ,;PJ�� J�� /' BROOK S.F. 24" DIA MIN. C.I. MANHOLE COVER ;� '� v S �P 5� ' ' / ' '� / �� %''Q ' 668 S,F x 0,74 SF/GPD = GPD DESIGN L BROUGHT TO FINISH GRAD (��' C G`' co �� l l l l / / / EXI.5T� l o / FEMA �� p� / / JE] ✓ ScJSL3 PSG / / / / / � / /s�ORA h/ t80UfNDARse000+ aooe o .%G�' ' /' AT // ///�\ /�/ P Q / / / SHED ,,gyp BARSTABLE B❑H REG 1,14 IRES ,� / / Y , ' 440 GPD/0,75 GPD/SF = 587 S.F. 314 SOUTH MAIN 3' COVER ~� � / / / ' /' / ' / EXISTING 7 /' RECORD LOCUS INFORMATION EFFECTIVE BOTTOM AREA = 46' X 13' TO SEPTIC o / / / j / / 2 oOM �� � '' /' = 598 S.F. (USE 12 X 45 SYSTEM) STREET c; TANK SECURE CHAIN 2 PVC J`� y\. I / , / , / �T A� ,;� ` / / r , G) BARNSTABLE MA f- CD U TO WALL DISCHARGE CURRENT OWNER: IRMA E. HAYES „ i,•; 1000 GAL PIPE ;� S/ / / M ,r S � , o, ;; .r . ; , tl MAP 207 LOT 61 m EMERGENCY o o Q 2 GALV. UNION L - l E 34 i , / TITLE REFERENCE: DEED BOOK 676 , PAGE 501 ,r' „ , � ~� 4 k STORAGE ALARM ELEV. S7 _ 'ti , / I 2 / w.. w O CHECK VALVE \� / I I h N �S( k ,, , PLAN REFERENCE: PLAN BOOK 363, PAGE 68 I a Cl- 6 m V rr �� I I I p \ ,/i ' ` / / nl evey,,� � Axe • tv w " = PUMP ON o 2 SCH 80 I o - �' / y • o w PVC THREADED I 1 + ;;WING �� / /; ` / ASSESSORS MAP: 207i A , o' I I ' k /'� /' / PARCEL: 61 CD 3.5 PIPE I 1 ,J TO REMAIN 3 ,. w v m I 1 1 CESSPOOL +� m PUMP OFF a vwi I ' •O/,�'/ .' / .� �� rr y �� 1 ' » „ 3 MERCURY FLOAT I ,o h� \ - RESIDENTIAL ZONE: RC BA �• 12 ". LEVEL CONTROLS p'I I I I .�� / o`�/:' �\ `� '' r " SETBACKS: FRONT 20 FRONT 20 • / -� // / SIDE 10 SIDE 20 x ^ o0 oe oo� vo�u. oo� oo� oou A�tYS=D'J M P 4P I / / / r ". �, ^�� REAR 10 REAR 20 S 0 I •• �, � � �� �8 �, � �• IRMA E. HAYES ,o��.��o.��,,p,��,o,�4a,�4a o,�� o�' , C-n OR EQUIVALENT O MINIMUM LOT SIZE: 43 560S.F. NA- V R, �'R 11i li; r� / S „„ 314 SOUTH MAIN STREET LOCATED UNDER MH AL S S P G I � � , � : F �� 6 MIN. 3 4 TO 1 1 2 STONE 30 GPM ® 12' TDH '`'61 PS Q ` ( ^ / // �w / _ "' � '' _ GROUNDWATER OVERLAY DISTRICT: AP NOT A ZONE II hn CENTERVILLE, MA NOTES: / ) �: �� -. � � 1 v inb, .a �dY 3 1. PUMP CHAMBER TO WITHSTAND I �' / L ' H-10 LOADING 4. POWER CABLES TO BE PLACED IN CONDUIT 1 1` I 3 /' ° ry' y / DATE: AUGUST 12, 2000 IN ACCORDANCE WITH LOCAL BUILDING AND 1 I �I o %' % / SHOE �W. '»�' rod =' ' LU I % � / �' �s PLAN VIEW A ., � , �w � COMP. DESIGN: K. HEALY ,r, 2. ALL PIPE CONNECTIONS AND CONCRETE WIRE CODES. III)- I ,� `f+cy w ,,. �r , co I I Q I ro .� / / ?° G P � ye �, k r `'' w CHECK: D. CRISPIN / N. W. HAYES CONSTRUCTION SHALL BE WATERTIGHT. I I ;r % / anvroJ. w � `"? ~� • �' �` _ LD w i «� 4_ _ cRISPIN a SCALE: 1 = 20 FEET �r�„�. ., "•` . I � ^� � ' �t ,, �. � �• �,� `. i► DRAWN: K. HEALY 3. RAISE MANHOLE TO FINISH GRADE WITH 5. DOSE FOUR TIMES PER DAY -1 / cnnL r L w ; •• ^»� N � -.. co SEWER BRICK AND MORTAR. FULL OUTER / I I i N0 �r Nam . y. FIELD: P.H. / A.D. / N.W.H. a17 uU�li� Ir- �l' IX ,� Y r+�,e° ram• __v"wnnp..ww, nn a,mror co =110 GAL DOSE I o / 32112 H� M r , rr , I I I ,� ,/ 0 10 20 40 FT �. �� m *.; :1C '�� + � �e MORTAR PARGE TO PROVIDE WATER TIGHT (10 X 5 -2 X 3.5 =110 GAL) I I I ', / m. FILE N0. 5885SEP.DWG I . . ►ONALEl1F' SEAL. DWG N0. 4367-01 r1� :wr".�u """" SHEET 1 OF 1 I �. •l3 .. r� ".".r. u !,.., w. :• JOB NO. 4-5885.00 4367-01 �. N. BENCH MARK: ELEV.13.79 (1929 NGVD) BARN / 1 WELL � � BOUND/CON(;, WATER L-VE' ' AT EL.9.3' _ HOUSE ASSESSORS MAP 207 /// /� // // �' ! / ` �' TOP OF FOUNDATION EL. ".49 PARCEL 53 / / /� �1-1/ 1-1/ ; .1a` I., / 1 �° qo I I / loll SHED/ .011 / 1 � _..14 / / \ / /` i / / �/ \ No ASSESSORS MAP 207 / , /' i' i' i /i /i �/ ASSESSORS MAP 207 ' / . o PARCEL 62 // `,� 1i '�� /!� ,�'3 PARCEL 61 / / / / // // 10, / / , f / i / Ile \ 0/ 1r // //�/ // // SHED o LD 14" EIVTUCKY COFFEE TREE \ ASSESSORS MAP/207/ / �. a PARCEL 60/ // ! !/ ,`jam COTTAGE \ // 00 ti ow co _ / , � /\ J�A CD CD Cu S45 NN, , 1 +r / 00 o / x I + CD m ++ icn \ .• / Lq Q / / / I