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0035 PIONEER PATH - Health
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RMWRrABM MASS. �M APR 2 9 PH 3- 1 2 i679' �0 rFD!My� Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2002-38 - Luce Family Apartment Special Permit - Section 3-1.1.(3)(D) Summary: Granted with Conditions Petitioner: Thomas&Janet Luce -- Property Address: U5 Pioneer Path,_West_Barnstable MA Assessor's Map/Parcel: Assessor's ap 128,Parcel 017,006 Zoning: Residential F,Groundwater Protection and Resource Protection Overlay District Relief Requested & Background: The applicant is requesting a family apartment special permit to allow for an existing accessory structure to be used as a family apartment unit in accordance with Section 3-1.3(3)(D). The property is a 1.31-acre 3 lot improved with two structures. A primary two bedroom, 1,600 sq.ft. one-story dwelling built in 1996 and second two bedroom dwelling of 979 sq.ft. one &three-quarters stories, constructed in 199E The apartment is to be occupied by Ms.Janet Luce's father, Albert Governor. The former owner William G. Zissulis originally developed the lot in 1990. The Luces purchased the property in 2000. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on March 01, 2002. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened April 17, 2002, at which time the Board found to grant.the family apartment special permit with conditions. Board Members deciding this appeal were Richard L. Boy, Ralph Copeland,Randolph Childs and Vice Chairman Gail Nightingale. The applicant, Thomas Luce represented himself at the hearings. The Vice Chairman noted to Mr. Luce that their were only four board members present to hear this appeal and that it would require a unanimous vote to grant the permit. Mr. Luce agreed to go forward with the appeal and the four- member board. Mr. Luce submitted a floor plan of the unit and explained.that the apartment would be his father-in-law's primary residence. The Board reviewed the plan and materials submitted. Concerns were noted for the size of the unit being over the 50% limitation permitted. The board however noted that this was an existing structure and was not being proposed as an addition. i Findings of Fact: At the hearing of April 17, 2002,the Board unanimously made the following findings of fact: 1. Appeal 2002-38 is an application by Thomas &Janet Luce for a Family Apartment Special Permit under Section 3-1.1 (3)(D) to allow a family apartment in an existing accessory building located on the property. The property is shown on Assessor's Map 128, Parcel 017, 006, commonly addressed 35 Pioneer Path,West Barnstable,MA, in a Residential F Zoning District. 2. The family apartment is to be in an existing accessory structure. The property is a 1.31-acre lot improved with two structures. A primary two bedroom, 1,600 sq.ft. one-story dwelling built in 1996 and second two bedroom dwelling of 979 sq.ft. constructed in 1991 and referred to as the "barn". 3. The apartment is to be occupied by Ms.Janet Luce's father,Albert Governor. 4. The property is located in the GP Groundwater Protection Overlay District. On-site septic met Title V in 1988 and was sized for a four-bedroom dwelling. Four bedrooms on this 1.31-acre lot would comply with today's 330 rule for groundwater protection. 5. Although the apartment unit is 979 sq.ft. and over 50% of the principal dwelling unit, it is in an existing structure on the lot. 6. Although two structures have existed on the property since 1997,the residential character of the area has been retained. 7. The application falls within a category specifically accepted in the ordinance for a grant of a Special Permit. Family Apartments-are permitted in all residential Zoning Districts provided all criteria are met. 8. After evaluation of the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the appeal with the following conditions: 1) The family apartment shall comply with, and be maintained in accordance with, all restrictions of Section 3-1.1(3)(D) of the Zoning Ordinance and shall be the primary-year-round residence of the family member residing therein. 2) The family apartment shall be developed and maintained as per plans presented to the Board. 3) There shall be no expansion of the footprint or gross area of the accessory `Barn'structure located on the property during the life of this permit. This restriction applies only to the `Barn'structure that is the family apartment. 2. it 4) The second floor loft area of the family apartment(`Barn') structure shall not be used as a bedroom. 5) The locus shall comply with all.State Building Code,Town of Barnstable Board of Health and State Fire Prevention Regulations. 6) Upon vacation of the family apartment,the premises shall be restored as an accessory structure to the single-family dwelling and its use as a residential unit shall be discontinued and all elements of the kitchen removed. The Building Commissioner shall have the right to inspect the premises as provided for in Section 3-1.1(3)(D). The vote was as follows: AYE: Richard L. Boy, Ralph Copeland,Randolph Childs and Gail Nightingale NAY: None f Ordered: Family Apartment Special Permit 2002-38 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. zert4,4� Cf O2 1 Nightin le, Vice hairman ate Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this �� cay of r% un,&"r`the pains and penalties of perjury. P P P 3 ry ....: Linda Hutchenrider, Town Clerk 3 Abutters Within 300' of Map 128 Parcel 017-006 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for,ensuring the correct notification of abutters. Owner and address data taken from Assessor's database March 8,2002. Mappar Owned Owner2 Address City Stat Zip Country 127008 PRITCHARD,ROBERT BOX 1327 POCASSET. MA 02559 128004003 BRIGHT,ERIC S&JENNIFER M EO rIONEER PATH W BARNSTABLE MA 0266E 1210140/4 ISCHOFIELD,ALFRED&CATHERINE �0/-MELCHER,ROBERT H -7110 PIONEER PATH W BARNSTABLE MA 02668 128004015 IKENNEY,PHILIP J&CHRISTINE AUSTIN- 79 PIONEER PATH W BARNSTABLE �MA �02668 KENN 128004XOI GREENBRIER CORPORATION PO BOX 510 CENTERVILLE MA 02632 128008 TUCKER,RICHARD H&PATRICIA L -712 KRISTI WAY JW BARNSTABLE MA 02668 - 128009 RICHARDS,LORRAINE J& SLEDZIK,BABNER,COTE 202 WOODSIDE RD 1�-,7BARN STABLE �MA 102668 128014 WHYTE,ADRIAN A&WINOGENE 1730 OST-WEST B"BARNSTABLE IMA 102668 1. IRD 128017001 MRZYGLOD,NANCY E 15 PIONEER PATH W BARNSTABLE MA 02668 128017002 JBINDER,STEVEN A&DEBRA A P O BOX 178 JW7HYANN[SPORT MA r2672 128017003 WHITE,JOHN A III& WHITE,ELIZABETH A 40 PIONEER PATH W BARNSTABLE MA 02668 128017004 �DACEY,WILLIAM E III TR& . OCONNELL,PAUL R III TR PO BOX 510 CENTERVILLE �MA �02632 -J 128017005 �SZIMMETAT,HANS A P O BOX 1296 MARSTONS MILLS MA 102 648 128017006 ILUCE,THOMAS E&JANET G 35 PIONEER PATH W BARNSTABLE MA �026.68 / Wednesday,March 20,2002 Page 1 of 2 Mappar Ownerl Owner2 Address City Stat Zip Country 12&018 SHUFELT,ERIC W&LAURA F 1696 OST-W BARNS RD, WEST BARNSTABLE MA 102668 / 128025 JOYCE,MICHAEL F&DEBRA A 18 RED OAK LANE W BARNSTABLE MA 02668 / 128034 MILLER,GARY A 47 AMOR RD MIL TON IMA �02186 128035 CARLSON,RUSSELL L °/oSNOWHILL,HELEN 1756 OST-W W BARNSTABLE MA 02668 BARNSTABLE RD 128036 TROMBLEY,LEON T&SANDRA L TRS ITROMBLEY REALTY TRUST 1733 OST W BARNS RD WEST BARNSTABLE MA 02668 Wednesday,March 20,2002 Page 2 42 A i'rl2t7�f' I fi.ft l,')iCtu4`At7.s t,7?if 1115�t � , t amt�l �t3f r' iJ^` :II g ;' �'1•�Cti•tS{!c t a�:2f1C r�V',92J'I 1U,,fit•G � ,�a.t5 TdN OF�BARNSZABE� g1111nr ��0. ��?4 'APPEALS T�GO PUBLIC HE R�NG UNDER TH� QNrING ROiINA1�IC.F Q #. ITd:all'p rsogr mteres'tee�Nn t'2fFebf OirtAW-8011n6jBoa`r'9'd A, gals under Section 11 poi!Plap4ffM� PA of Q Ser i ral�l a 'if}tFi%E dittrt'17+an ni a�tF czf ivfa'sachusetts d 114:;arrne�a erg theret �ydri+vie_fSeCel?yCttf :1i3 t+' jtiT �R"-II<' 7 OU�r, ti;; 4P ;tfF, ,41p ;"tr ti{f 38 ,r�t9rs 1f1�1 tflt r�Jtt� 1, 1Appeal � `. T�rorfias anet L uc�Y[[22 pplrrpp ;f F r11 /^ rF (j` • . . c; .v9i'T 4.4� ri}; fak r � ,�rG ,,,Xtsii? .1�.•:�r• :.f?jp , tm+. �Yt tf? �n,G';n aft. tln raa a so Idtn to •'!o ' I 7R�o p prbpe % I h bra a�"esso��Ma a i ryi. g con' he.. afd' 'Farce!'k17y00 ,'tara�l-rn6nf- s�ed�5 Pione estF +arh ab�f�' onh District. 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IJa ', ! .,= :t_ 3f'R '. -^LY x.S� �.7.r �S LzGF?3:��'b"+�t.='es�':.F•m.Lilb�m5'�::s."�"�'<m...t•ss.a �n�:fC v�:,;'o�esY°:c':nessa2�'£3:+�,.4,...�� .n._'-�• .. r'. a•� � .;e t M ..-fc,✓_„•v"+'•,+,o•.,..,_T.",:4TY.ISS3<"x-':.^.aw> b'°r:.n. r.�-,..., �:.'�' ✓'.`i�,�,a ...",.-i+'..if•:..f.arn...[.a ...v. ...,.::.,4't Nt'•tri v'f ...:T:'R Od'! on.m, `c ' --- ►7 0 u - LC TROY WILLIAMS �� ' � Nov' 9 SEPTIC INSPECTIONS _ - A Certified by MA Department of Environmental Protection 1999 (508) 385-1300 19 Hummel Drive TD WOFft NEA ND pp r South Dennis, MA 02660 + Fly COMMONWEALTH OF 1VIASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS - — DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500 TRUDY COKE Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS Governor CommissionerSUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 1 CERTIFICATION 35 Pronetr' Poach Prop"Address: Name of Owner L)es+ Add W;1I, Ziss 4-Aress of Owner: 3.$ P:o H c�r Oti->" Date of Inspection: 1113 /9 q w, ►3..rn MA. O 2 6 6$ Name of Inspector:(Please Print) Trey Williams I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: Troy Wipiams Se tic Inspections Maaiing Address: 19 Hummel'Drive, So. Dennis MA 02660 Telephone Number: (508) 385-1300 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: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _Inspector'sFailss l Inspector's Signatures -� ' / LLX�/v� 5 Date: I� .3 The System Inspector shall submit a 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 ttm system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification is not to be construed as a guarantee of future working condition of system,piping or components. This inspection represents the conditions of the system on the Date of Inspection noted above. revised 9/2/98 o... r ..rrr SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Owner: 35 Pioneer Path, West Barnstable,MA Date of Inspection: NNWilliam Zissulis INSPECTION SUMMARY: tierk,A992 C, o, D: A. SYSTEM PASSES: CCnneecc 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: B. SYSTEM CONDITIONALLY PASSES:A//, 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. 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. — 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 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 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 35 Pioneer Path,West Barnstable,MA Owner: William Zissulis Date of Inspection: November 3, 1999 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: N114 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 15.303(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 (approximation not valid). 3) OTHER revised 9/2/98 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTTACATION (contirxied) 35 Pioneer Path,West Barnstable, MA Property Address: William Zissulis OWf1ef' November 3, 1999 Date of Inspection: D. SYSTEM FAILS: /V114 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 Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 112 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped 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 les34han 100 feet but greater than 60 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 compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: A11,9 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 the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply 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 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 35 Pioneer Path,West Barnstable,MA Owner: William Zissulis Date of Inspection: November 3, 1999 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Ye No Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped-for-at least two weeks and-the system has been•recei al rates during that period. Large volumes of water have not been introduced into the system recently or as p rt ofm �th s flow inspection. _ As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. v _ All system components, excluding the Soil Absorption System, have been located on the site. — 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: Existing information. For example, Plan at B.O.H. JC _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance Is unacceptablel 115.302(3)(b)] - _ The facility owner(and occupants,if different from owner)were.provided with information on tha.propermaintenance-of SubSurface Disposal Systems. revised 9/2/98 Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: 35 Pioneer Path,West Barnstable,MA Date of Inspection: William Zissulis RESIDENTIAL: November 3, 1999 CONDITIONSFLOW CONDITIONS Design flow: //O 9.PAdbedroom. Number of bedrooms(design): 3 Number of bedrooms(actual): a Total DESIGN flow ,33o - —. Number of current residents: $ Garbage grinder(yes or no):,vo Laundry(separate system) (yes or no):A/O: If yes, separate inspection required Laundry system inspected (yes or no) Seasonal use(yes or no):NO Water meter readings,if available(last two year's usage(gpd): Pr.✓" c- W-e, �/ �160 j�v+, Z� 1, Sump Pump(yes or no): No Last date of occupancy:�v/,.e- COMMERCIAL/INDUSTRIAL: A114 Type of establishment: Design flow: gpd ( Based on 15.203) Basis of design flow Grease trap present:(yes or no)_ Industrial Waste Holding Tank present:(yes or no) Non-sanitary waste discharged to the Title 5 system: (yes or no)— Water meter readings,if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: ? No Uw�nihc ir. 0.V , �0.�1c c. � 6�r � }t 6/ tct � cwf P/wM�. System pump as part of inspection:(yes or no)LVO If yes,volume pumped: gallons Reason for pumping: TYPE OF SYSTEM 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 APPROXIMATE AGE of all components,date installed Ff known)and source of information: // �e-✓ G.S- 6uI /./-. Sewage odors detected when arriving at the site: (yes or no) A10 revised 9/2/98 Page-6ofII i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(corrtim ed) Property Address: OM/i1er: 35 Pioneer Path,West Barnstable,MA Date of Inspection: William Zissulis BUILDING SEWER: November 3, 1999 (Locate on site plan) / Depth below grade: + Material of construction:_cast iron Z40 PVC_other(explain) Distance from private water supply well or suction line Diameter y., Comments:(condition of joints, venting, evidence of leakage,etc.) e—,t al w.N C J G 4- 4 e.✓ c'- 7 SEPTIC TANK: (locate on site plan) Depth below grade: g/� Material of construction:Zoncrete_metal_Fiberglass _Polyethylene—other(explain) If tank is metal,list age_ Is.age confirmed by Certificate of Compliance_(Yes/No) Dimensions: S X �)C(� " /600 Sludge depth: 2 11 Distance from top of sludge to bottom of outlet tee or baffle:, Scum thickness: . Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were determined: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structurat4ntegrity, evidence/of leakage,etc.) 10 t- ec �., ;M �� r^"-A I 1'�1 �-Of - CEO�+G4 e✓✓-t� ' 1. Hn o��i WC✓t Lc � �- -}�/n� 1 -fi r.�r G / S GREASE (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: 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.) revised 9/2/98 Page 7ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner: 35 Pioneer Path,West Barnstable,MA Date of Inspection: William Zissulis November 3, 1999 TIGHT OR HOLDING TANK:_t/&(Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Materiel of construction:_concrete_metal_Fiberglass_Polyethylene_other(ezplain) Dimensions: _-_..._. ..._ Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes No Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches,etc.) DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Gvc Comments: (note-if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of box; etc.) w c.� aJ n N �. LlJ-v1 a r. �• H W O✓k ✓� O/ le ✓ PUMP CHAMBER:�/� (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) revised 9/2/98 Page 8ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Ownef' 35 Pioneer Path,West Barnstable,MA Date of Inspection: William Zissulis SOIL ABSORPTION�ffA)�V (locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods) If not located, explain: Type: i leaching pits, number:O&�c 6 �6 r LGc��� �, f leaching chambers,number:_ leaching galleries,number:_ leaching trenches,number,length: leaching fields,number, dimensions: overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure,level of ponding, damp soil, condition of vegetation, etc.) wf..s 6' —/21 +1 W A I T yr a In A 6 /C LJOL f- r ltu f N'.) r c w .t r e- v, c.. f Gr.,�cyS I ✓'i c_e-S CESSPOOLS:�J A (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materials of construction: Depth of solids: Dimensions: Comments: (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.) revised 9/2/98 Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of kispection: 35 Pioneer Path,West Barnstable,MA William Zissulis November 3, 1999 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) J&J W�1� V�t�s 3° fob revised 9/2/98 Page 10ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: 35 Pioneer Path,West Barnstable,MA Dane of kupecli—: Wham Zissulis November 3, 1999 NRCS Report name ��/� Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep ✓ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater .)0'jFeet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record --v/—Observed Site JAbutting property, observation hole, basement sump etc.) V/ Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers Z Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) ✓� �j � V�c� � ( es7 �o/� �'cc�srt� cA off W w t✓ U.S C, A L J,4-a✓ km w�p -s J S 4 o (��.-I C✓ 'L✓t ( 6 v G✓ o�O/-�- / �i+, f,✓'i t. (/�`// A) 0v1 jo.—oP.. �y i > Lh . �o�4�/l'/�aw,J e��/ �L�.� 1. K7 Cti h K (+.J�''-S &1 D 7 I O C c� t�l� • �^ /^'� l� y h �j vJ�+v� C—,a- C-✓ G revised 9/2/98 Page I of 11 TOWN OF BARNSTABLE LOCATION 6 �G SEWAGE # q1V —/J f VILLAGE /Z$—al7-0,47tS7 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY /d LEACHING FACILITY:(type) (size), _ NO. OF BEDROOMS �j PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: /ice f fJ...- VARIANCE GRANTED: Yes No m >n pc f � N . ...-• ----- Fes$.... ® . A �.� � THE COMMONWEALTH OF MASSACHUSETTS -b BOAR® OF HEALTH ....',-J.................OF........ �s Appliratiun for Disposal Works Tonstrurtiun ramit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal S stem ocation-.�. Address.... :.....z ��,f. .................................... ............................................. A / Address r ................................ Insta er Address ¢ Type of Building Size Lot_�7 ...Sq. feet aDwelling—No. of Bedrooms......_.... ...............Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ................................... . w Design Flow ---------------------gallons per peace V c�y. Total�illY �v'--_-------•---��... ----.......--gallons�� c� Septic Tank—Liquid capacity I�allons Length_1�..... Width.. --- 6... Diameter---------------- Depth..s.. .. Disposal Trench—:�o................t---- Wkidth.................... Total Length.................... Total leaching area.............___... q. ft. Seepage Pit No....... Diameter.......z-.... Depth below inlet......-lo-.......... Total leaching '�- Z Other Distribution box Dosing tan15( �'`ep cc f a Percolation Test Results Performed by.......,...._..'..._!.....................X.._._. Date..... _... ........ __._...If a Test Pit No. 1...G -minutes per inch Depth of Test Pit-_J12��_: Depth to ground water____7.. fY4 Test Pit No. 2---,i!LZr.minutes per inch Depth of Test Pit---.6............ Depth to ground water__- .----•tr--------•--••---. F.._ O Description of Soil-- �......TC?P 07C. 3 Z J�jj U ..0--- ................. •-y----3""'.....1.CZ--------.......°r�?<-! 'r' -'=''---------- '- '-='. ....... 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 operation until a Certificate of Compliance has been is tad y t board of It Signed.. -®- J t Application Approved BY ��� ._ C�_......._ it �/ ...... -� �� ... ate Application Disapproved for the following real ns......-----•-•------•-----•-•---•-•-••-------•----------•--•...-----•-••--•-------••--•-------- -•---------•-------•-•--•...........................................•......--------•-•------•-------- ......••--•- Date PermitNo........................ Issued-...........-........................................... ------ No.. O� .. �Fps.../•.O® THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 77 ..._...~...._...........................OF......., `..................................................................................... Appliratiun for Disposal Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct ('\) or Repair ( ) an Individual Sewage Disposal System at* f } --•• ........---•-•----.......-•-•-••-•-•---••----•••-•-•----•.............•--•--........... .....•-•---....._...---••-----••--•--- ._.. --........... .........._...._. / Location-Address i 1�C✓ /„> l� /J rJ i""�.=;�' /`vi �°�./ o' �-'C./, .��iC/'✓.,.5 .......................... ._... - ............. -----------........... .......... -•........................................../.......... .................... Address Type of BuildingInst er Address . feet U g ................Expansion Attic ( ) Size Lot•-Garbage Grinder q(�) Dwelling No. of Bedrooms................. aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -••••---•---•-• •• • • "" Z •7--------------------------------------------- W Design Flow............................................gallons per persen per day. Total daily flow............................................gallons;,, WSeptic Tank—Liquid capacity_. 1-a. allons Length. ._ . Width.......f�...... Diameter................ Depth. x Disposal Trench—. o. ..............�.T.. Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No........_...______. Diameter...... -�n..... Depth below inlet................ Total leaching area.l2 �- Z Other Distribution box Dosing tank,( ) � ,� '-' Percolation Test Results Performed by.......� ........i''J... .��. ... ..._ � /Date �.t.. ---------- Test , Pit No. L.. �' :minutes per inch Depth of Test Pit._ 4r........ Depth to ground water...o'____._%• :. f=, Test Pit No. 2....4..?__...minutes per inch Depth of Test Pit.. .. Depth to ground water.__ ............ .,. Description of Soil............. °� f _ /fr7 '.'l C ' •:1 � _._..,�._. ��''I�_ � .�_. P•J_ •�/^ AIN� ..__._=,a f��P.J.4;.7.._....._ .....c:..___.".....................................•..r-'__.?.f --•---•_............................ ....... ........ ......__. .. _ 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 TITI.i, 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---.... ._....... ............... ... ........... ............. Application Approved By. . .... ... : 6 ...... 7_ _. Date Application Disapproved for the following real ns --••--••••---•-•-••••---••••-----•••...•••--••••-••••••••••--••••-••--••••••--•-•............•................ Date ---------..•----- ~ Permit No. ................ -- Date THE COMMONWEALTH OF MASSACHUSETTS OARD F H ��A���� �Q ....lo..... .OF..... .. .V.... � ..... CIrrtifiratr of Tompliatta T. 0 C t Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ................ ----------•-•-- has been installed in accordance with the provisions of TI 5 o T e Sanitary Co de r' the application for Disposal Works Construction Permit No.._.90..... .__.___ dated_....__ _ 1 , ._ ._. __..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO TRUE® AS A GUARANTEE THAT THE DATE...... -'`U ION SF_ACTORY. Ins _'�94............... ........ peiet��..Wrn�... .......... THE COMMONWEALTH OF MASSACHUSETTS ............ ......7(,/ F.!. -.` .......... No .. L .......... FEE./.. . .... dap��s 1 ur � ion permit Permission ' herebyanted..�JS. _ !Y ._..._ - to Constr ct p ep ' ( ) n Individu e r Dispo St l .......4 as shown on the application for Disposal Works Construction Permit No../--CLIP-!_.:-GJ�D�ated. 4......... r ..� DATE. Board of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS �+ a Log Number: Bottle # BC965 Date; Sept 4, 1990 OF BALM BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE V BARNSTABLE, MASSACHUSETTS 02630 0 0 _ Alns`-' DRINKING WATER LABORATORY ANALYSIS PHONE':362-2511 i.Ext. 337 Client: Bill Zissulis . Collector: C. 'Stiefel Mailing Address: .15 Ploneer.Path , Affiliation: BCHED W.�Barnstable,�MA "02668 Time &'Date of - . 1 ° . Collection: 8/28/90 ` 3:00 p.m. Telephone: 420-3776 Type of Supply: well Sample Location: Lot 19 Pioneer Path Well Depth: 115' W. Barnstable, MA Date of Analysis: 8/28/90 4:55 p.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 O pH 5.8 Conductivit (micromhos/cm) 83 500.01 Iron ( m) 0.1 0.3 Nitrate-Nitro en ( m) 0.6 10.0 Sodium•( m) ., g ; 200 Copper (ppm) ' 0.1 1.0 I . X Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on results of the parameters tested for this sample, the water is suitable for -drinking- but may, present the problems 'checked below: A. Water- sample has higher-'than average -levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, 'odor, staining) -due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High'Bacteria B. 'High' Nitrates ' REMARKS: The Barnstable County Health and Environmental Department shall not endorse any statements, interpretations or conclusions made by anyone else conce ng these result ithout written consenk CC: Barnstable Board of Health CC: 1 /7/85 Ldboratory Vrector r Explanation of Test Results. Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply.' Water'supplies may become - contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the resulrof accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest anv well water that is not approved.- pH pH is the measure of acidity oralkalinityof the water. On the pH scale,the number 7 is neutral,less than 7 is acidic and more than 7-is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity . Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of.3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered'deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen T ' I The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes. Copper Due to the acidic nature of the water on Cape.Cod; copper tends to leach from pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a' bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. . IN p . r t|!lSmfl,!! l,!! |ilq!! !!|ltl9mntn| !! i mill = tit!! !!| mkt!! i!lligm !!! f!! !|!ll� m ,t9tlt!|!| F . ENVIROTECH LABORATORIES 49 Route 13 Sandwich, Na053 - (50) 8ƒ66 E . � � k CLIENT 'Rill $issulis EOCAT ON. ADDRESS 15 Pioneer Path g E W. Sarnstable,M& k k COLLECTED BY: Meehan SAMPLE DATE- 8/28/90 EE 6 PM DATE RECLINED: 8 29 9O S AMPLE ID: ET 420 g K JOB f New Well WELL DEPTH: 115 £t � ® K RESULTS OF ANALYSIS � BE.. Parameter Units Recommended limit Result d k F Co f m b de a/10 m| . (MF Method) O % . d PH PH units 6.0a3 5.72 F Conductance umh scm 500 006 _ � k F Sodium mg L . 20.0 14,8 % \ Nitrate- mg L ICO 0.03 Iron mg E 0.3 ' a <0.05 k2 Manganese mg E 0.0 k � k Hardness mg/L as CaCO 500 k _ 3 k Sulfate mg/L 250 Potassium mg/E 20.0 � . q � _ « Alkalinity mgE 20 d � O EE� Chloride mgL 20 Turbidity NTU &O G k Color APC units 15.0 k d IiE: Background bacteria � 2 COMMENT K � s No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. k k XUX El . ` DATE � BARNSTABLE COUNTY HEALTH AND ENVI1ZON%1FNTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANI( CHE^lIC'AL AN=il_.`i Ti C AL RESULTS Client : BILL ZISSULIS l:'ollection Date : 08/28/90 Mailing Address : 15 PIONEER PATH Date of Analysis : 08/30/90 WEST BARNSTABI.:E , '`La 02 I)668 T\ e of Supply: WELL 1- ell Depth (FT) 115 Telephone: 420-3776 Sample Location : LOT 19' PIONEER PATH LAT . (DDI, IMSS) : Not Given. WEST BARNSTABLE I-:ONG . (DDI`]`9SS) : Not Given Collector : C . 0TTEFEL: I:,L,/Par(,el Affiliation: BCHED Analytical Method : 502 . 1-1 , 502 . 2=2 , 503 . 1-31 504-4 , 524 . 1.=5 , 524 . 2.=6 , 502 . 1/503=7 contaminants Anal . Resua.t MCL: Detection===== Detected 1.lc]/1. ug/1 Limits (ug/1 ) ---------------------------------------------------------------------- Chloroform 7 50 . 0 0 . 2 Only those compounds listed above were detected . Attached is a list of compounds for which this sample was analyzed . NOTE: Contaminant levels equal to or e_xceedi_iig the Detection Limits are reported . MCL means Maximum Ccntam-i narit. Level for EPA-regulated compounds . (ug/l micrograms per liter = Parts Per Billion) The Environmental. Protect:i.on Agency has sf_!t Pi i:;lmurn CC>rltami.nant Levels (MCL) for the following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5 . 0 level not exceeded y Carbon Tetrachloride 5 . 0 level not exceeded .y 1 , 2-Dichloroethane 5 . 0 W level not exceeded y 1 , 1-Dichloroethene 7 . 0- level not exceeded y 1 , 4-Dichlorobenzene 75 level not exceeded 1 , 1 , 1-Tric_hloroethane 200 level not exceeded y Trichloroethene 5 . 0 level not exceeded Vinyl Chloride 2 . 0 1.eve I not etceeded Comments or additional compounds found: + Bernard E . Bartels , Pl D . Lal ..ratory Director- o t= BARNSTABLE COUNTY HEALTH AND ENVIR011MENTAL DEPARTMENT ] tD y SUPERIOR COURT HOUSE p -w BARNSTABLE, MASSACHUSETTS 02630 + J ,._ TABLE 1 . Compounds Detectable by EPA Method 502.1* PHONE: 362-2511 hin s EXT. 330 LAB 337 COMPOUND D.L. COMPOUND D.L. CLINIC 340 Benzene 0.5 1 ,1-Dichloroethane 0.5 Carbontetrachloride 0.5 1 ,1-Dichloropropene 0.5 1 ,1-Dichloroethylene 0.5 1 ,3-Dichloropropene 0.5 1 ,2-Dichloroethane 0.5 1 ,2-Dichloropropane 0.5 para Dichlorobenzene 0.5 1 ,3-Dichloropropane 0.5 Trichloroethylene 0.5 2,2-Dichloropropane . 0.5 1 ,1 ,1-Trichloroethane 0.5 Ethylbenzene 0.5 Vinyl Chloride 0.5 Styrene 0.5 Bromobenzene 0.5 1 ,1 ,2-Trichloroethane 0.5 Bromodichloromethane 0.5 1 ,1 ,1 ,2-Tetrachloroethane 0.5 Bromoform 0.5 1 ,1 ,2,2-Tetrachloroethane 0.5 Bromomethane 0.5 Tetrachloroethylene 0.5 Chlorobenzene 0.5 1 ,2 ,3-Trichloropropane 0.5 Chlorodibromomethane 0.5 Toluene. 0.5 Chloroethane 0.5 para Xylene 0.5 Chloroform 0.5 ortho Xylene 0.5 Chloromethane 0.5 meta Xylene 0.5 ortho Chlorotoluene 0.5 Bromochloromethane 0.5 para Chlorotoluene 0.5 . Dichlorodifluoromethane 0.5 Dibromomethane 0.5 Fluorotrichloromethane 0.5 meta Dichlorobenzene 0.5 Hexachlorobutadiene 0.5 . ortho Dichlorobenzene 0.5 Isopropylbenzene 0.5 trans-1 ,2 Dichloroethylene 0.5 n-Propylbenzene 0.5 cis-1 ,2 Dichloroethylene 0.5 Sec-butylbenzene 0.5 Dichloromethane 0.5 Tert-butylbenzene 0.5 D.L. is Detection Limit in micrograms per liter or parts per billion (ppb) . This table lists our normal limits of detection. If we report a smaller amount, - then our detection limit was lower for that analysis. *A photoionization detector is used in series with the electroconductivity detector, thus allowing for the analysis of most of the compounds listed in EPA Method 503.1 as well . TABLE 2. Compounds which have Maximum Contaminant Levels (MCLs) set by the Environmental Protection Agency. COMPOUND MCL (in ppb) i Benzene 5.0 Carbontetrachloride 5.0 1 ,2-Dichloroethane 5.0 1 ,1-Dichloroethylene 7.0 para Dichlorobenzene 75 1 ,1 ,1-Trichloroethane 200 Trichloroethylene 5.0 Vinyl Chloride 2.0 Total Trihalomethanes 100 Chloroform, Bromodichloromethane, Chlorodibromomethane, and Bromoform comprise the total trihalomethanes. I BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client : BILL ZISSULIS Collection Date: 08/28/90 Mailing Address : 15 PIONEER PATH Date of Analysis : 08/30/90 WEST BARNSTABLE, MA 02668 Type of Supply: WELL Well Depth (FT) : 115 Telephone : 420-3776 Sample Location:LOT 19 PIONEER PATH LAT. (DDMMSS) : Not Given WEST BARNSTABLE LONG. (DDMMSS) : Not Given Collector: C . STIEFEL Map/Parcel : Affiliation: BCHED Analytical Method: 502 . 1=1 , 502 . 2=2 , 503 . 1=3 , 504=4 , 524 . 1=5 , 524 . 2=6 , 502 .1/503=7 --------------------------------------------------------------------- Contaminants Anal . Result MCL Detection Detected Meth. ug/1 ug/1 Limits (ug/1) --------------------------------------------------------------------- Chloroform 7 50 . 0 0 . 2 Only those compounds listed above were detected. Attached is a list of compounds for which this sample was analyzed. NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. MCL means Maximum Contaminant Level for EPA-regulated compounds . (ug/1 = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels (MCL) for the following compounds . This sample compares as follows : COMPOUND' MCL (in PPB) Benzene 5. 0 * level not exceeded Carbon Tetrachloride 5 . 0 * level not exceeded 1 , 2-Dichloroethane 5. 0 * level not exceeded . 1 , 1-Dichloroethene 7 . 0 * level not exceeded 1 , 4-Dichlorobenzene 75 * level not exceeded 1 , 1 , 1-Trichloroethane 200 * level not exceeded Trichloroethene 5 . 0 * level not exceeded Vinyl Chloride 2 .0 * level not exceeded Comments or additional compounds found: Bernard E. Bartels , Ph D. LaP&atory Director No.-------------------- Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE ZippricationArVell Con5tructioupermit Application is hereby mane for a,permit to Construct (i°), Alter ( ), or Repair n individual Well at: �pl--�y- -`� ;V h' ,f' ----- �1 cis / ------------- $ Q ` 1- /?- - - Location — Address Assessors Map and Parcel —— 11 c� _ J ��5--------— -- — —---— —— —---- ——----------- Owner 'Address Installer — Driller Address Type of Building DwellingJ°`_---------- Other - Type of Building No. of Persons------f ------------------ -----------________ CC Type of Well------------ - -- Purpose of Well----Dbwint(<----- f t L --`-``k -`e`h-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certific a of Compliance has been issued by the Board of Health Signed__.��-�- - r-= ?----'-=`-r���------------- � Ll � ----- ---A 4d. te------------ Application Approved B - ��—�� �__—_________—________— �_ � —� PP PP Y-——---- " {e - - - Application Disapproved for the following reasons:- ---------------------- --------_--_-__---- ------ ----------------------------- date -----_ r PermitNo.----Li c-r 0-- 2-Z----------------------------------, Issued - -- ---- - -- ---- --------- -- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (,-YAltered ( ), or Repaired ( ) by --�=-- -�I'----------------------------------------------------------------------------------- -------------------------------------------------------------- Installer at-- ��' -------------- ----__-- -�"---- -- -- ---- -___ _— =----- - --- - has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------------- - Inspector= — --- - -- -— ----- ------ I .11112, 8'r y NO.- --� �2_ ,� . ..�.....-....m r �, Fee-2���0%1/[-IY- " BOARD OF HEALTH TOWN OF BARNSTABLE r Application,forVeri Con�tructionpermit 01* Application is hereby mide for a pe 'it to Construct (�), Alter ( ), or Repair,( an individual �� at: f-�9- ahcr —(-` L _ Location — Address Assessors Map and Parcel �� �r�lrGwr Cam• Z,c�u �/� �� (Owner Address ---------------_�_—_----------------------------------------- --------------------------__--- __---_--.—_-------- Installer — Driller Address Type of Building / a _ DwellingPSI�p�- Tcr Sc Other - Type of Building----------- ------ No. of Persons—_i-___----------- ---- a, Type of Well---y---------_--_ l l 1----•- -- -----4 Capacity--------- ''; Purpose of Well-- _Pftt Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health./ Signed _l_ _ (date - Application Approved By-----== �—o-� �_________________—____ _ --v------ date Application Disapproved for the following reasons:---------------________________________—______—_______—_--_-_-___ P ---------------------- -- - --- - — ---- -___-— -- date Permit No.— -- - ---—- ----- Issued-- - - — ----— ---- ——---- ---- 1 date ,�• { ;� - �� ` BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (-),'Altered.( ), or Repaired ( ) by— r r b _ Inst ller f +" IDS v =- `-ha"s beer installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --Dated -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- -- - - --- - Inspector------------------------------------------ - ---- BOARD OF HEALTH TOWN OF BARNSTABLE Veil Construct ion Permit No. ---------------------- Fee------------------- Permission is hereby granted-------L'- —L'Q'—`�= - ---- ------- — -- ---__—__ - to Construct 1( , Alter ( ), or Repair�. ) an Individual Well at: No. - — D I - -- 1(�'-`� -`'fit_, lti►QS} �^sC Street as shown on the application for a Well Construction Permit No.- - (� --�-- - -- —--—--— Dated----- - / v-- ----- — - DATE -- _ Board of Health -------------�/!�/'!v--_—_______ _ I J � �I. -a�-s r+•. ti• �' h t� V � C� R �E � E ' bid nn�O P \�` _ -.,:.- � \L � ' � �� � `�h r n \ ,� \ AA f � t_ .`,�l`' tip'�,4�© 4 ' \ �� � Q V oo rr _ O ¢ir y... :- �.—a. �.r-:- ., =r•,,�sw« --ne3e v,yt=svc.��'»Fi,' --_ , f )r PIMA 19x $,5 IJ j, Jl4�f„ yy i n i L..(�✓0 ,N L Ro iim NX 14 I"tx 1� aq � Noy -ro & Dr�N -To ac- 'i 3 �,, 4.OR AIN,WASTE&VtN 1 PIPtS ANt>I>V\:Jt..N 411.Inc _ ���_ - - MAIN STACK 15 3U. ' b.MAIN ER STACK IS 3". LINES ARE 1/2-OR3/4"TYPE'L'_ Qj • THE DEALERISRESPONSIBLETO NOTIFYEPOCHOFANY R SPECIAL PLUMBING LOCATIONS OR REQUIREMENTS 0 DINING T BEFORE CONST.IS STARTED., 2.ALL PLUMBING DRAINS ARE STUBBED THRU THE FLOOR. _ THE PLUMBING-CONTRACTOR IS RESPONSIBLE TO IN _ - _ - - - STALL SHUTOFFVALVES AND CO MPLETETHEPLUMBING SYSTEM,MEETING OR EXCEEDING GOVERNING CODES. 3•THE PLUMBING CONTRACTOR15 RESPONSIBLETO MAKE ALL FINAL CONNECTIONS NOT POSSIBLE AT THE FAC- TORY AND TO EXTEND ALL 3"-VENT PIPES ABOVE THE - 3 ROOF LINETO MEET OR EXCEED ALL GOVERNING CODES. KITCHEN GREAT ROOM 4.EPOCH CORP.ASSURES THAT ALL ORY INSTALLED PLUMBING I G HAS BEEN AR TESTED AND TAPPROVED,THE f I - TESTS ARE AS FOLLOWS: ' _ _ •.COPPER-LINES ARE PRESSURIZED AT 125 PSI AND C • - SUBMERGED IN WATER._ - O b,PVC-LINES ARE PRESSURIZEb AT 5 PSI AND HELD �+ _ FOR IS-MINUTES. cc y S. EPOCH CORP.PLUMBING SYSTEMS MEET OR EXCEED THE BOCA PLUMBING CODE - - I I I I . _ El6. HEATING ELEMENTS ARE SIZED TO BE 10°A-15Yo ABOVE THE REQUIRED CALCULATED HEAT LOSS AND ARE RATED AT.600 BTU'S PER FOOT OF FIWNED LENGTH. CALCULATIONS ARE BASED ON AN ASSUMED WATER _ I + — --_--+ TEMP.OF 185"F. - = . 7. THE PLUMBING CONTRACTORIShE.§P.ONSIBLE-TO SUP- j — 1 _ q� PLYANDINSTALL"ALL BOILER SWITCHES,,THERMOSTATS Yz,�l� - - L1. AND WIRINr'fOR SAME.HE IS ALSO RESPONSIBLE TO _ - - - BATH - - DETERMINE ALL ZONING, MSTR'BATH O O DY SEWIN S.THE HEATING CAPPER FEED LINES ARE TO BE TYPE'M' ` - AND STUBBED THRU THE FLOOR AT EACH END OF THE ' ! S,L•> I INDIVIDUAL UNITS.THE PLUMBING CONTRACTOR IS RESPONSIBLE TO COMPLETE THE HEATING SYSTEM, 1 MEETING OR EXCEEDING GOVERNING CODES. • 9.KITCHEN SINKSARE EQUIPPED WITHA SHUT OFF VALVE co - AN03VSUPPLYLINEDROPPEOTHRUFLOORFOREACH WATERLINE "• .. N - 10. BATH LAWS.ARE EQUIPPED WITHA SH OF UT= F VALVE �: ¢ .- T\ r AND A 24-SUPPLY LINE DROPPED THRU FLOOR FOR EACH WATER LINE Z J Q t� O I1. —CONNECTIONS TO BE MADE BY FIELD CONTRACol - [� TOR UNDER THE FLOOR OR IN THE 2nd FLOOR ROOFAREA.� CD z V 0 m L. 12-CONTRACTOR 16 RESPONSIBLE TO FURNISH AND IN- _ STALL THE HOT WATER HEATER PER BOOA_ii+P-1506.3. X � : 1 IF GAS,REFER TO BOCA M-710. p 13.CONTROL VALVES ARE INSTALLED AND CONFORM TO O I MASTER BEDROOM PAM I L PWM BocA93p-1504.1 _ • 14.CONTRACTOR IS RESPONSIBLE TO EOUIP EXT.HOSE d SUPPLYWITH AVACUIIM BREAKER AND INSTALL AS PER E N T SOCA°13-PASOS_11.2. Ifl 07 Z F" C 1S.WATER SUPPLY SYSTEM BELOW FIRST FLOOR IS BUG- y ; • GESTED ONLY-ALL WORK IS TO BE GONE ON SITE BY .0 GEN'L CONTRACTOR USING APPROVED MAILS.-PER 0 t U APPLICABLECODES.SEESHEET80FBFORSUGGESTED in IA. 0 LAYOUT A REWD.ITEMS WITHIN SYSTEM. 16. PLUMBING CONTRACTOR IS TO CONNECT ALL DRAINS BELOW FLOOR-COMPLETING SYSTEM TO MAIN HOUSE r DRAIN PER APPLICABLE CODES,INSTALLING CLEAN- . - } I T - - - ;�I' ,;.I F; ,i I::•_:_. OUTS AS REO'D_ 17.ALL SOLDERJOINTSTO BE DONE WITH 95-S LEAD FREE Z�Hryq SOLDER. .C)oAn sm=p 18.ALL VERTICALP.V.C_D.W.V.LINES TO BE SUPPORTED @ ¢'oil A MINIMUM OF 4'-0".EPOCH CORP.TO USE PLASTIC • STRIP ATTACHED TO PIPE 6 FASTENED TO STUD_ Q .. .... O2•X 3'TY(INVERTED) O E OA I v2'X 9r ELL . 4 O 11/2• Q X 9r ELL(AHG TOM o r x 3'INCREASER y f r SARI-TEE ®3 x 9r ELL !Y/ -w -?/�v.7/- P-TiW .Q 3-SAKI-TEE._ - tNOF EQ 1 yr x r.SAM-TEC SO 3'.smt-TEE'(DNERTEv) _ 'y►RD yGu, O I Wr X f:SNII-TEE QIV) O 3•THRU ROOF P. a U._>p /'EEOS-TOTE 19 _ _:.Q-c'vr x 3•.-sANa-TFF-•-� O _ _ • j�p,1fl778 Q'ti Lt•:11/2'wTRAP,:,,�.COPPER.rCCD .4 10 _ ®.. - AD - Qrs HE xrEu•_ - - - - - _ - _ tONtIROI VALVCS •Y.: -_t -�ANTI:S(;/y;D - ~iAia. f a Abe - -r She N + fQ' K � �dE ANCO PIECE r R �TAIL 5 -TEE:IWyER7ED).- Z - - - �L- N " Z. - - - -- ; - - OF- - oR.s+2VR.P-TRiw:; _ _ ;j co -- —— -—————————————————— e; - I I F-----------------------i ' I � - I , ILL PATE TO BE USED r� � S s I I I a-0 i o j I 2 . I -----------------J L _ - --._ L--=---- - -- --=`-------- - n I , 10r_On 10'-0" I .. 1I I I J rn Z I I I I ! sl I ! I °° CD CD -- z o I I s I I IOCATIO'I OF LALLY COLUMNS TO BE ! I v =o o J I I 4 wz I I ",ADDED P.Y FIELD CONTRACTOR ! w ¢ U- U 0 � I I APPROX. STAIR LOCATION I I ! r 0 0 I I ! 12'-6" z o 7 CD I I APPROX. PLUMBING STACK LOCATION ! I I , x a: I I I I I I b b w Li o , , I I I I o I I � I I I I 10 0" I , 1 10'-0" 10'-0" ! I o m lz I= c 3 I I —� I I I I y in o I I I I I I L_J __ I I I I I I I i i �NCRE E PAn rrn,JMNS TYP. I N o I I I � I lz o EXISTING CONCRETE WALLSlz ; a I I AND FOOTINGS I I I I 0 IL --------------- ------� -----------------------� I L-------------------------------=------=— ————————————- ao' o' NOTE: - OUT To OUT of cOvreEiF I LALLY COLUMN -FOOTINGS TO BE DESIGNED-BY-SITE CONTRACTOR -PER BUILDING-SITE _ r .SOIL..CONDITIONS Sheet Num ber,LOCAL CODE REQ M A SSX CODE- REQOUIREOD. MIN SIZING. PLUMBING&HOT WATER HEAT NOTES •�� I.STANDARD PLUMBING SYSTEMS ARE: 0] •.DRAIN,WASTE 8 VENT PIPES ARF PVCSCH40.THE MAIN STACK IS 3". - _ b.COPPER DISTRIBUTION LINES ARE I/2"OR J/4"TYPE'L'. y THEDEALERIS RESPONSIBLETONOTIFYE POCHOFANY — /+- - SPECIAL PLUMBING LOCATIONS OR REQUIREMENTS Q 'DINING AREA BEFORE CONST,IS STARTED,.. .I---- '.'`i� 2.ALL PLUMBING DRAINS ARE STUBBED THRU THE FLOOR. THE PLUMBING CONTRACTOR IS RESPONSIBLE.TO IN- _ STALLSHUTOFFVALVE SAND COMPLETE THE PLUMBING .- - - SYSTEM,MEETING OR EXCEEDING GOVERNING CODES. - _ _ 3.THE PLUMBING,CONTRACTOR'IS RESPONSIBLE TO MAKE ALL FINAL CONNECTIONS NOT POSSIBLE AT THE FAC• TORY AND TO EXTEND ALL 3".VENT PIPES ABOVE THE 3 ROOFLINETO MEETOR EXCEED ALL GOVERNING CODES. --�� KITCHEN GREAT ROOM 1.EPOCH CORP .ASSURES AIR AT TESTED FACAND AP ROV EDLLEO PLUMBING HAS BEEN AIR TESTED AND APPROVED.THE TESTSAREAS FOLLOWS: - ' COPPER:LINES ARE PRESSURIZED AT 125 PSI AND C - _ SUBMERGED IN WATER.- O ` b.PVC-LINES ARE PRESSURIZED AT S PSI AND HELD u) - - "❑ FOR IS-MINUTES. y Or S. EPOCH CORP.PLUMBING SYSTEMS MEET OR EXCEED THE BOCAPLUMBING CODE. • I I S. HEATING ELEMENTS ARE SIZED TO BE 10V.-15%ABOVE' THE REQUIRED CALCULATED HEAT LOSS AND ARE RATED AT 600 BTLrS PER FOOT OF FINNED LENGTH. + —— - - CALCULATIONS ARE BASED ON AN ASSUMED WATER - -E--- -- —'� TEMP.OF I85°F. 7• TM E PLUMBIN G CONT R ACTORIS REEPONSIBLE-TOSUP- - RM OSTATS S T HE PLY ANDINSTALI'ALL BOILER SWIT-CHE ,. ANO WIRING'FOR SAME.HE IS ALSO RESPONSIBLE TO _ gP &uI Y�G.�11 - - DETERMINE ALL ZONING. - MSTR BATH BATH UDY SEWIN O - O 8. THE HEATING COPPER FEED LINES ARE TO BE TYPE'M' AND STUBBED THRU THE FLOOR AT EACH END OF THE _ 1 INDIVIDUAL UNITS. THE PLUMBING CONTRACTOR IS RESPONSIBLE TO COMPLETE THE HEATING SYSTEM, 1 MEETING OR EXCEEDING GOVERNING CODES. '9 9. KITCHEN SINKS ARE EQUIPPED WITHASHUT OFF VALVE AND 30-SUPPLY LINE DROPPED THRU FLOOR'FOREACH WATERLINE. - ` `�, I i 10. BATH LAWS.ARE EQUIPPED WITH-A SHUT,=OFF VALVE - C�ll' � AND A 24"SUPPLY LINE DROPPED THRU-FLOOR FOR . 4 EACH WATER LINE. Q C r y1 11. ----CONNECTIONS TO BE MADE BY FIELD CONTRAC- ck� CD K ca TOR UNDER THE FLOOR OR IN THE 2nd FLOOR ROOF z V Q AREA - CD — I _ �CONTRACTORnl6 RESPONSIBLE TO FURNISH AND IN � 12. --' � - !8• HOT WATER HEATER PER BOOA-%P-1506.3. _ 1 l STALL THE HO X � IF GAS,REFER TO BOCA M-710. _ J cl ' INSTALLED AND CONFORM TO O 0_ ' BEDROOM #2 t3.CONTROL VALVES ARE INS � II MASTER BEDROOM BOCA°)T-P-ISO4.1 - 14.CONTRACTOR IS RESPONSIBLE TO EQUIP EXT.HOSE y SUPPLYWITH A VACUUM BREAKER AND INSTALL ASPER E BOCA9}P-1505.11.2. a m 15.WATER SUPPLY SYSTEM BELOW FIRST FLOOR IS SUG- C Ci GESTED ONLY-ALL WORK IS TO BE DONE I SITE BYCl 7 GEN'L.CONTRACTOR USING APPROVED MArLS.-PER O L V _ APPLICABLE CODES.SEE SHEET 8 OF 8 FOR SUGGESTED _ LAYOUT 6 REQ'D.ITEMS WITHIN SYSTEM. 16. PLUMBING CONTRACTOR IS TO CONNECT ALL DRAINS ...+ BELOW FLOOR-COMPLETING SYSTEM TO MAIN HOUSE - DRAIN PER APPLICABLE CODES, INSTALLING CLEAN- . ._,I' ,'•.1 F'=. i r: OUTS AS REO'D. - 17. ALL SOLD E R J OI NTS TO BE DO NE WITH 95-5 LEAD FREE Z manna .— SOLDER. .Q nn f" 5mip 18.ALL VERTICAL P.V.C.D.W.V.LINES TO BE SUPPORTED @ Qoi� A MINIMUM OF 4'-0".EPOCH CORP.TO USE PLASTIC Q ?tee STRIP ATTACHED TO PIPE 8 FASTENED TO STUD. Q ° .... O r X 3'Ty UNVERTED) O E Ot Vrx97 ELL a . O t l/2• %9C ELLC-GK TRM ®2'%3'INCREASER CL I/2•SMD-TEE © 3 X 90•ELL O 3•SANt-TEE U Vz'P-TRAP .O .. _ _ OF V2'Y r.SAM-TEE ®3'.SAKI-TEE'<07VERTED) . t E t .. - - p yGN O t t/2•x r sAtd-TLE UNV) .O r?4RU RDOF.. - _ - __ 1( - _P. _ TE 9 �,pEFISON in :-O�i trY Y-SMO TEE: ..: O.COPPER FEEDS-+a 4 - _ s-elvtE no 1/2'P TRM,,' 1.�4• 1 ..�OY-_X 90'ELL:.- - _ - )Kp.1fl778 p AD a` ,O:r_X,90•D10:DR0 TRM.-:,'1^J.CONIROI.VALVCS- ..: 'LF -- - _' z-- - _.r - _ ''r. .'M5 SW TAiI PIECE — �2/j0. T�x r iA�a. �•� � Sheet Number - ! - _. ... - � • 'TAN[-TEE�UM/ERTED) ODE ANC _ _ - .. c - N z•nn'pR.S/Ml_P-TRM '-- m w _ DOOR OPENNG IS FRAMED 3' LARGER THAN - X. aE VI REQ'D.SO SITE, CONTRACTOR CAN INSTALL. < Y, o 0 FULL HEIGHT JACKS ON EACH SIDE TO ' 6�" n N - TEMPORARY SUPPORT JACKS TO - TIE HOUSE, AND KNEEWALL TOGFTHER-MAI 0 L - W BE TAKEN OUT ON SITE AND REPLACED' 'SUPP'D SITE. CONTRACTOR TO CUT TO FIT ?E. io "'n WITH'FULL.HEIGHT JACKS - SHIPPED LOOSE q 6 70 BE.CUT TO FIT AND INSTALLED 8Y M O�, .. \ \ \ SITE CONTRACTOR. c -- Wo0 SUB EPOCH MODULE O: a F'-'La _1/2 WITHI SITE CONTRACTOR REQ'D-TO PERIMETER BEAM Z. 1/2 - ' PLY SHIM' w CUT OUT BEAM-®DOOR OPENING - - - a pW, o - B W OOR JOISTS - `��_.. Of 6 In' - - SITE CONTRACTOR CUT OUT 0 +! BY EPOCH 1/ PLYWOOD SHIM BEAM 0 DOOR OP •1NG 2 x 6 Slll w 2x6 PRESSURE TREATED SILL1 SILL SEALER }ON SITE m. S UT-ENTRY PLATFORM IS - Fw„ J BY FIELD CONTRACTOR O ui o o B LTED IN OPENING 0 FACTORY _- - ��' - _ " FI LD CONTRACTOR IS.RESPONSIBLE rn O J_ W J O TO LOWER TO PROPER HEIGHT. _ b f - L) Er MIN FOUND WALL -.._ - y m W �^ . I- SITE CONTRACTOR REQ'I) TO - - _ FE a, o' jn BUILD OUTPLATFORM"INTO r w - 'SILL TIE" FOUNDATION STRAP a z In DOOR OPENING - �� _ EMBEDMENT IN CONC. + FASTENING TO SILL PER_ - - w w w - _ Y• MANUFACTURERS INSTRUCTIONS 5 IT � rn _ SITE CONTRACTOR TO BUILD O � PO, SUB FLOOR OF PLATFORM'* - LATFORM INDOOR OPENING - - W LAST Two COURSES OF- - - MAT•IS :OT SUPP'D SIDIG INSTALLED BY � ' SITE NCONTRACTOR 91 �• . /2.6 SILL (BY-SITE CONTRACTOR) HVNOVN MIN,C FROM.STRUCTURAL WOOD TO FINISH GRADE. - - - - STD SILL D ETA I L . _ - SILL ANCHOR - SEE DETAIL-Do 'FIN.-GRADE _ 00 "-�o _f1111=1111J=]IIII N 3 0 o fllll=IIIII= - W _ Q. o: IIIII=IIIII o al u^t Y FLOOR FIGURED - I. IIIII=IIIII= o N N N �. .o Hilla _ Of _0 O ° ° FLUSH FRONT SPLIT ENTRY ELEVATION 'o I ~ REFER TO-DETAIL 2 AND 7.ON SHT6A _0 ° SITE CONTRACTOR RESPONSIBILITIES A, o Es, . OR DETAIL 4 ON SHT6E-1 &� 6E-2 a .SCALE: 1/2'-r-ct. - r. . - .z z N _ O F ,. � OR DETAIL 3 ON SHT6E-3;6E-4 & '� Q N � 6E-5 FOR-DETAILED INFORMATION t Y PLYWOOD SHIM. 22 "FASTEN TO SILL w/ Box - E ABOUT THE 2.6 SILLS / G BY EPOCH 2 6 SILL' NAILS t6d a 1E OC - o SILL SEALER a• ON SITE BY FIELD CONT. O H �; J U 0 STD SPLIT ENTRY'SECTION THRU PLATFORM f I A COUNTER:BORE- SEE NOTE#2 SCALE: 1/2'=1•-Lr FLUSH FRONT SPLIT ENTRY SECTION IV, A, TREATED zIL PRESSURE SITE RORJE NT ACTIiR1AL9 1REAIZD SIIl. ^']3ST'FIELD,CONTRACTOR x � SCALE: 1/Z'=V-^- TREATED SILLESSURE O - Q M. 1/2' MIN DRAM ANCHOR BOLT - may. z �I to EMBEDMENT: MIN 6' IN CAST- _ V O - IN PLACE CONCRETE; 15' IN N - UNIT MASONRY IN CELLS h - E « Q T ALTERNATE SILL DETAIL SPACES FILLED w/cor+cRETE- � (SEE BELOW) Z H z ED -ATTENTION- ,. � c IF YOU ELECT TO USE THE ALTERNATE SILL DETAIL d a/ OLl 3 THE FOLLOWING MUST BE DONE O L CTUT 1. NOTIFY EPOCH CORP.,SO THAT WE MAY ADJUST THE SIDING COURSING DIM. FOR THE DOUBLE SILL r• I FlN.GRADE 2. MAKE SURE THAT THE TOP PLATE OF THE DBL SILL .� �IIlII--IIII 0,!: FO IS R ER THE &RED BOLTOTHATVE AS A PROJ CTSOVER THRUdTHEP III—IIII=III y Z o METAL SLEEVE =IIII= _ BOTTOM PLATE.: APPLY NON SHRINK SEALANT �- 0 Cc!� BTWN WATER-PROOFING&PIPE DIMS DETERMINED r I IY °m=� f' ¢Oil BY BULKHEA MANUFACTURER SUMP PUMP I d d,I v NOTE:•SILL 71ES' &'ANCHOR BOLTV Q o-- ORAIN PITCHED SHOULD BE LOCATED Q TO ORr'wELL n,in r OF 'i Elu de s'FAi,EO 0 h A NAx OF S'-7 CONRN.ALONG W_ ( i v LOCATE AWAY - \ -SEE DETAILS BELOW- FROM ELFC PANEL EPOCH MODULE a FIN. GRADE Q IIIII=IIIII=IIIII DBL. SILL (TOP SILLCOUNTE ' 0 BORED TO NOTE: IIII]=11�11= RECEIVER ANCHOR HEAD)S0. ITE CONTRACTOR IS RESPOND LE RECOMMEND COVER TO —IIIII—IIIII PREVENT POSSIBLE _ r FOR MEETING STATE CODE RED' BY FIELD CONTRACTOR FOR BULKHEAD CONSTRUCTION. RADON wFILiRAT1oN _ - (1111=1111111�11 SITE CONTRACTOR IS RESPONSIBLETO DETERMINE FINAL LOCATIONS = - - . '• ,OF BULKHEAD.. _ _ - - _ - _ _ - _ - :.: .- _ - - W vogw I --IIIIIr=111 If= IIII�II=III=11 11111=IIII=11r=1G--: II1�111=IIII=11r=1( 5 .o_ re r=s 5'=0 =- _.1111=IIII=IIII_IL. . IIIIJIII=IIII=IIII—__:' ': 1= 1=III=111L==- - _ - III III I :- - - - Nu tuber -Sheet. FIELD CONTRACTOR'IS = :-'SECTION AT'SUMP'PUMP-' _ :SILL-.,-PE _ SECTION.THRU :BULKHEAD':' KNEEWAU SECTION-FLUSH WITH.PERIMETER:BEAM -fi,� RESPONSIBLE TO. DETERMINE_ - ..sHM±,rr-r-a FINAL-LOCATIONS.-AND=M - _ EET T SC -o.ALL GOVERNING CODES i _ w y 2: l21 CJt f `Ja .w YV .^ i . air gg 1. y J s _ 3 /��2Z fiG ` i f k � � i i. E