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0500 YARMOUTH ROAD - Health
vl � �� `��� �� � d o 1� �� TOWN OF BARNSTABLE LOCAA N S�JA'MlA/� �'�• SEWAGE # VILLAGE WyAnn,s ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY O'UV LEACHING FACILITY: (type) P (size) &X G NO.OF BEDROOMS BUELDER OR OWNER 6UUk 91w►M6n,l W GSI C #fA t. O tIA,+ 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 A O � �a 3A �. t3�- So Aa- 38 8a• �iy r33- a Aq- 10-► fay- 13;� { 4 yf I' l_OCQTIOPI : 5EWo,C4E PERMIT QO. VILLAGE '. INSTALLER 5 1. WAE ADDRESS eve; soo/-Ev-vm ooI4 M'9ss 6 z"/Y BUILDER 5 Q &VAE �- ADDRESS ,.r W Ate DIaTE PERNA T 15SUED ,MA 19)K DATE COMPLI &MCE ISSUED : _��_l �.� � � ' . ��� �� �� �1s �� ��� �. q ,: O ; �, , �� \ �\ W� - �� w"� c Pre m(it r Itefl, TOWN OF BARNSTABLE .LOCATION SEWAGE# 2 D/b -d IS- 1. VILLAGE ASSESSOR'S MAP&PARCEL 3 Y y- LT?-Uo INSTALLER'S NAME&PHONE NO. �RAP v 'r.tJet% SEPTIC TANK CAPACITY -c-a rinAd11A 1 '�U LEACHING FACILITY:(type) !Y;J (size) - U NO.OF BEDROO IMS OWNER L"b1�rh PERMIT DATE: o COMPLIANCE DATE: - d 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 G 3 Or- 0 IA b TOWN OF BARNSTABLE LO ' %UPrrP00')6,ION 90aa SEWAGE # 4 00q" q[q VILLAGE 4992npl' ASSESSOR'S MAP & LOT -a' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYas- -��® � °��� '�,Xnx7 LEACHING FACILITY: (type) CC-N-Ch 6e[GA (size) r �X NO. OF BEDROOMS 7 S-q 6 PO BUILDER OR OWNER L ck��(n M AOE e(le^ 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 3•6`o6d /� £ten Sfeu shrew Mao 45 61 9. 69` 9.1. is 61' u 0 60 6. Ll �. 574 0 , o� Clan cif f+ t COMMONWEALTH OF MASSACHUSETTS � EXECUTIVE OFFICE OF ENVIRONMENTAL AFFA FRSN • DEPARTMENT OF ENVIRONMENTAL PROTECTION F r ONE WINTER STREET, BOSTON MA 02108 (617)292-5500 rl U A I I �G 2 8 2000 e. Y C 3 XE Mary ARGEO PAUL CELLUCCI SA' B.:STRUHS Governor - Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: Westies Shoe Outlet Name of Owner: Chuck Simmons 500 Yarmouth Road, Hyannis, MA Address of Owner: 416 Main Street Date of Inspection: June 30, 2000 West Dennis,MA 02670 Name of Inspector: (Please Print) James M.Ford I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: James M. Ford Mailing Address: P.O. Box 49, OsterMle, MA 02655-0049 Map: Telephone Number: (508)862-9400 Lot: 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 Evaluationy the Local Approving Authority its Inspector's Signature: Date: July 17, 2000 The System Inspector shall submit y of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS revised 9/2/98 Page Iof11 Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road,Hyannis, AM Owner: Chuck Simmons Date of Inspection: June 30, 2000 INSPECTION SUMMARY: Check A, B, C, or D.- A. SYSTEM PASSES: ✓ I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: 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 bi h static water level observed in the distribution box is due to broken or obstructed pipe(s) � P g P Pe( ) 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: Westies Shoe Outlet, 500 Yarmouth Road; Hyannis,MA` Owner: Chuck Simmons Date of Inspection: June 30, 2000 '. C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 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 a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) - . -SYSTEM WELL 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: 3 -The system has a septic tank and soil absorption system(SAS)and-the-SAS is within 100 feet:to a surface water supply or tributary to a surfacemater supply. .., _ The system has a septic tank and soil absorption system and the SAS is within a Zone 1 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 3of11 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road. Hyannis, MA Owner: Chuck Sinunons Date of Inspection: June 30, 2000 D. SYSTEM FAILS: You must indicate either"Yes" or"No"as 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'h 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 1 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 than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"as 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 4of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Westies Shoe Outlet, 500 Yarmouth Road, Hyannis, AM Owner: Chuck Simmons Date of Inspection: June 30, 2000 Cheek if the"foilowing hive been done:'You.must indicate either-,"Yes"or"No"as to each of the following: Yes 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 receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. n/a 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. ✓ _ 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 conditions 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. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)(b))• ✓ _ The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. i f 1 r .+ if revised 9/2/98 Page5ofll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Westies Shoe Outlet, 500 Yarmouth Road,Hyannis, MA Owner: Chuck Simmons Date of Inspection: June 30, 2000 FLOW CONDITIONS RESIDENTIAL: Design flow: _g.p.d./bedroom. Number of bedrooms(design): _ Number of bedrooms(actual): _ Total DESIGN flow Number of current residents: _ Garbage grinder(yes or no): Laundry(separate system)(yes or no):_; If yes, separate inspection required Laundry system inspected(yes or no): _ Seasonal use(yes or no): Water meter readings, if available(last two year's usage(gpd): Sump Pump(yes or no): _ Last date of occupancy: COMMERCIAL/INDUSTRIAL: Type of establishment: Retail building Design flow: 160 end(Based on 15.203) Basis of design flow 3200 sg foot building/50 Pals.per 1000 square foot Grease trap present: (yes or no) No Industrial Waste Holding Tank present: (yes or no) No Non-sanitary waste discharged to the Title 5 system: (yes or no) No Water meter readings,if available: Unavailable Last date of occupancy: arrently occupied OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: None on file-per treatment plant. System pumped as part of inspection(yes or no): No 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(if known)and source of information: Unknown Sewage odors detected when arriving at the site: (yes or no) No revised 9/2/98 Page 6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road,:Hyannis,.MA •, , Owner: Chuck Simmons Date of Inspection: June 30, 2000 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction: _cast iron 40 PVC _other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting,evidence of leakage,etc.) SEPTIC TANK: ✓ (locate on site plan) Depth below grade: covers to grade Material of construction: ✓concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: 1000 gal. Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 31" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How dimensions were determined: , Measuring stick 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.) The inlet tee and outlet ba0`le were present. The liquid level was even with the outlet invert. There were no signs of leakage. Scum and sludge were minimal. GREASE TRAP: None (locate on site plan) Depth below grade: Material of constriction: _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 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road,Hyannis, MA Owner: Chuck Simmons Date of Inspection: June 30, 2000 TIGHT OR HOLDING TANK: None (Tank must be pumped prior to,or at time,of inspection) (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) 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: — Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) The box was not dug up. There were no signs of failure in the leach pit PUMP CHAMBER: None (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 8ofll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road, Hyannis, MA •; Owner: Chuck Simmons w Date of Inspection: June 30, 2000 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan, if possible;excavation not-required; location'may'be approximated,by non-intrusive'methods) If not located,explain: - Type: leaching pits, number: 1-6'x 6' 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.) The nit had 6"of water on the bottom. The scum line was at water level. There were no signs of failure. The bottom to grade was 96". CESSPOOLS: None (locate on site plan) .a i 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: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: 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: Westies Shoe Outlet, 500 Yarmouth Road; Hyannis, MA Owner: Chuck Simmons Date of Inspection: June 30, 2000 Map: Lot: 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) ad. a �3 Al - 3a 3 Ba- y 4 A-S- 0(a y 133- a i Ay• 10-7 �y• 3a revised 9/2/98 Page 10of11 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C i SYSTEM INFORMATION (continued) Property Address: Westies Shoe Outlet, 500 Yarmouth Road; Hyannis, MA Owner: Chuck Simmons 1 4 Date of Inspection: June 30, 2000 ,rt NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate ,D�p SITE EXAM Slope Surface water Check Cellar r Shallow wells Estimated Depth to Groundwater 20+/- Feet i Please indicate all the methods used to determine High Groundwater Elevation: t Obtained from Design Plans on record Observed Site(Abutting property,observation hole,basement sump etc.) { ✓ Determined from local conditions i ' Checked with local Board of Health i Checked FEMA Maps Checked pumping records Check local excavators,installers ✓ Used USGS Data `f Describe how you established the High Groundwater Elevation. (Must be completed) The bottom of the pit to grade was 96% Using the USES topographic map (40')and the Cape Cod Commission water contours map(20'), the maps were showing approximately 20' +/-to groundwater at this site. Using the Cape Cod Commission Technical Bulletin, the high groundwater adjustment for this site(AIW 230, Zone E, 6100)was 5.6'. p l This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inupection and/or this report. f F revised 9/2/98 r Pagellof11 } F f r . 8 CONIMCNAVEALTH OF MASSACHt•SETTS rrZI EXECI-71VE OFFICE OF ENVIRONMENTAL AF � d0 DEPARTMENT OF ENVIRONMENTAL PRO Wig 117Ate, ONE WINTER STREET. BOSTON. St.40_2108 6i'-_9 -5_08 199 S+ ro"O"ARNSTgg� N , pfpr V1rILL1AM F.WELD A CO?T Se-retaa, Govemc- ARGEO PAUL CELLL•CCI y 'ID B.STRL:l Lt.Govemor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissiorrc: PART A r // CERTIFICATION Property Address:S� a,___n v(Z. ��1 /—L�O1�w4 Address of Owner: So o qcL, Date of Inspection: p� 2�-� �— (If different) "O "!- „,ems—• `e�� Name of Inspector: ` l `"` y0 s't t2�ket�. Fe c_ tLIS I am a DEP a proved system ins�ctor pursuant to Section 5.340 of Title 5 (310 CMR 15.000) 0 'SOX Company Name: ` o.Q $SO Mailing Address: O oAc • VC� & 4"0 264 `f ►^ - Telephone Number: C S II )f�} !Lf ?O 0 i CERTIFICATION STATEMENT I certify that I have personals. inspected the sev,age 'disposal system at thi: address and that the information reported belov, is true. accurate and complete as of the time of inspect o The inspection was performed based on my training and experience in the proper function and ! maintenance of on-site sewage disposar systems. The system: I Passes Cond!110--al:v Passe; `,eecs -urthe- Eva!uat;or E.,the Local Approving Authonn i Inspector's Signature Date: Z The System Inspecto• shall submit a cop- of this inspection report to the Approving Authority within thirr (30) days of completing this inspection. If the system is a sharer system o• has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional orrice of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buve•• if applicable. and the approving authorih. INSPECTION SUMMARY: Check A, B; C, or! D: I Aj SYSTEM PASSES: i 1 have not found anv information which indicates that the system violates any of the failure criteria as defined in 310 C."R 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: I i B] SYSTEM CONDITIONALLY PASSES: 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 NDi. 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(201 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 conforming septic tank as approved by the Board of Health { (revisaC 04/25!97) Page 1 of 10 I DED on the World Wide Wei) hrj),Invww magnet state ma usiaec l , 40) Pnnted on Recvved Pace r i /` �;.►' t„(� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Jar:/- 'fit , • PART A CERTIFICATION (continued) Property Address:Soo L�ir•�—�.O vC�. y . Owner: Date of Inspection_„�� B] SYSTEM CONDITIOf ALLY ASSES tcontin:,-d Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipets) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe obsetiations: 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 replacec obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the em•ironmert. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER ., WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ Cesspool or priv\ is within 50 feet of a surface water Cesspool or pri.-',s ,+lthin 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 APPROPRIATE) 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 to a surface water supply or tributan• 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 sup,)'v well. _ The systern 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, urless 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 (rwiand 04!25/9,) Page 2 of 10 SUBSURFACE SEWAGE DISPOSAL SISTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: S -o O u`�,v �ca c.a ;• Owner: S-00 Y Date of Inspection. D] SYSTEM FAILS: You must indicate either "t'6 or 'No" as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined 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 liau,d levei in the distribution boa above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth rr. cesspool is less than 6" below invert or available volume is less than 1/2 day floe. Reau!red pumping more than 4 times in the last year NOT due to clogged or obstructea pipe'.s:. Number oi.times pumped _. Any por,,orr o;the Soil .Absorption Svstem, cesspool or privy is below the high groundwater eievatio-, Am portion of a cesspool or privy is within 100 feet of a surface water suppiv or tributar to a surface water supply. Any pomon of a cesspool or prn- is "rthm. a Zone I of a public well. Am pen;o e`a cesspool or prn1• ,s %vithir• 50 feet of a private water supply well .Am por;,or o-a cesspool or privy is less than 100 feet but greater than 50 feet from a private water suppiv well with no acceotabie water qualm analysis. If the well has been analyzed to be acceptabie. anach cop% of well water analysis for coloorm bacter;a. volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: You must indicate erher "Yes' or "No" as to each of the following: The folio,,+;rg c-re,ia aep;% to large systems in addition to the criteria above: The system serves a facilin with a design: flog. of 10,000 god 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 bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CN1R 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 041*25/97) Page 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: s� Y�_=v deal k" , Owner: Date of Inspection: / / l Check if the following have been done: You must Indicate either "Yes" or "No" as to each of the following: Yes No x Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As bull, plans have been obtaired and examined. Note if they are not available with N/A. The facdm. or dwelling %%as inspected for signs of sewage back-up. _ The s,.-stem does not receive non-sanitary or industrial waste flow. The site \,+as inspected for signs of breakout. _ All system components. excluding the Sol! Aosorption System, have been located on the site. The septic tank manhoies v`ere uncovered, opened. and the interior of the septic tank was inspected for cond,tion of baffies or tees, materia� o• construction, dimensions, depth of liquid,.depth of sludge, depth of scum. location o the The size and I n f Absorption Svste on the site has been determined based on — e 5oil Absor p m The facility o\%ne, ;ano occupants. if difteren: from owner were provided with information cn the proper maintenance of Sub-Surface Disposal Svstem. Existing ir.iormation. Ex. Plan at B.O.H. _ Determined in the field :if am of the failure criteria related to Part C is at issue, approximation of distance is unacceptable I5.302:3t:b`J (revised 04/25/91) Page 4 of 10 ' i SUBSURFACE SEWAGE DISPOSAL SYSTEM I\SPECTION FOR.m PART C SYSTEM INFORMATION PropertN Address: ,SOD _ Owner: SOO Y. Date of Inspection: © '7— FLOW CONDITIONS RESIDENTIAL: Design f!o" g.p.d./bedroom for S.A.5 Number of bedrooms Number o'current residents:_ Garbage g,. der (yes or noi:_ Laundry co-•^ected to system (,yes or not Seasonal use ryes or nog: Water meter readings. if available (last twc Q1 year usage tgpd): Sump Pump (ves or no): i i Last date o;occupancy I COMMERCI,kUINDUSTRIAL• Type of establishment. Design fio% 160 ea!ionvda% Grease trap present, ryes or no Nv f Industria! \taste Holding Tani; Dresent. .ves or no' Np ton-san,ca� Nzste dacnargec to the T ;e 5 system: ;ves or no eater meter readings. n avaiiable NO ` 4 Las:Fa;e of o pz^c. �42rJ j I OTHER: Describe Last date of occ:oanc. I I I GENERAL INFORMATION 1 PUMPING RECORDS and source of ,nformanor NIA S\-stem pumped as par, of inspection: hues or;no. If ves, volume pumped eallons Reason for pumping TYPE OF SYSTEM _ Septic tankr'd)stribution box/soil absorption system Single cesspool Overflow cesspool i Shared system (yes or no) (if yes, attach previous inspection records, if any) 1/A Technology etc. Copy of up to date contract? Other i APPROXIMATE AGE of all components, date installed (if known) and source of.information: i Sewage odors detected when arriving at the site. (yes or no) i I . I .I I (revised 04!25;9') � � Page 5 of 10 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION' FORM PART C SYSTEM INFORMATION (continued) Property Address: Soco c��,o ct Owner: spco Date of Inspection: / BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction: _cast iron _40 PVC _other (explain! Distance from private water supply well or suction Iii Diameter Comments: (condition of)oints, venting, evidence of leakage, etc.) SEPTIC TANK:AGS (locate on site plan Depth below grade�'rCa4N� Material of construction: Aconcrete _meta _Fiberglasc _Polyethylene _othertexplarn` If tank ;s metal. list age _ I; age cor.firmee u, Ce^;ficate of Compitance _(les.!No Dimensions Sludge depth Q'_ II Distance from top o: sludge to bororn o outlet tee o, bade Scum thickness)_ e� Distance from top of scum to top o` outlet tee or ba^ie b Distance from bottom of scum to bot om 01 outlet tee o, bake 14 How dimensions Here determinec at;U��1. n s Comme t_: trecommendation for pumping. condition of inlet and outlet tees or b\iesi depth of liquid level in relation to outlet invert, str�uraJ integrity, evidence of leakage. etc.i VO t V� II�2 w�'CS t21. sd t/ GREASE TRAP: 00 (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 i-ilet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural ;ntegriry, evidence of leakage, etc.; (revised 04/25:97) Pag• 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propem Address: SO) „ ( C', C., Owner. 5oO /�-- Date of Inspection:y 73/r TIGHT OR HOLDING TANK: !�� 'Tank must be pumped prior to, or at time, of inspection; (locate on site plan, Depth below grade: Material of construction _concrete _metal _Fiberglass _Polyethylene —other(explain) Dimensions: Capacity: galions Design floes. gaLons•da, Alarm level Alarm in working order _ Yes: _ No Date of previous pumping Comments. (condition or inlet tee. condmon o` a!arm and float switches, etc.) DISTRIBUTION BOX?-4 S (locate on site pan Depth of hould !e.e! aoo-e oune: mve vvl oV ��NJ�� Comments: inote if level and dtstnc:mo cua'. evidence of solids carryover, evidence of leakage into or out of box, etc.) ` bv�l rJ <—S 2e-1J% olc- o . -e-� 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 04/25/97) Page 7 of 10 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: so o .� ??f ,/ Owner: sP� - p��/4 Date of Ins ection: A-) m Ile �/9�- SOIL ABSORPTION 4YSTEM (SAS): (locate on site plan, if possible; exca-, n not recurred, but may be approximated by non-intrusive methodsi If not determined to be present, explain: Type: leaching pits, number. leaching chambers, number: leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensioni. overflow cesspool, number Alternative system Name of Technology. Comments: mote condition of s ii, s!gr.s of hydraulic failure, level of pon g.,co i of vegetation, etc.) O CESSPOOLS: _rjb (locate on site plan Number and configura:�on Depth-top of liquid to inlet m.-er, Depth of solids lave,: Depth of scum layer: Dimensions of cesspool Materials of constructior Indication of groundwate- inflow tcesspool must oe pumped as oar, of mspectioni. Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revsaed 04/25/97) Page ! of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued; Property Address: '�5—CD Owner. Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) A O� (reviaa�- 04125!57) Page 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propem Address: 50 0 C./; ©v gel . Owner: Date of Inspection: 7 Aq'T— Depth to Groundwater �Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observation of Site (Abutting property, obsen•ation hole, basement sump etc.) Determine it from local conditions ChecK with local Board o- heaitr. Chec'K FE.NAA maps Check pumping records Check local excavato,s. installers Use LSCS Da'a. Describe In %oj' o� n %%ova= ro%% \o:, established the Hieh Groundwater Elevation. (Must be completed: . • vas t, cra-, /1. A. Cog Page 10 of 10 TANKS] 51 FUEL STORAGE TANK RECORDS ] HELP [ ] FOR PARCEL NBR: 3441 0071 ] ] MAIN ACTION I] Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ 11 [ ] (0101681 [B ] Test 1123981 Rem 1123981 ---- Test --- --Abandoned-- -- Removed -- -- Variance - Fuel Reason Capacity Constr Status Leak-Det Cath-Det [FO] [B ] [ 5001 [SS] [ ] [ ] [ ] Additional Details [ ] -------------------------------------------------------------------------------- Action Tank Nbr Tag Nbr Installed Location ----Notification Dates----- [ ] [ ] [ ] [ ] [ ] Test ] Rem ] ---- Test --- --Abandoned- -- Removed -- -- Variance - Fuel Reason Capacity Constr Status Leak-Det Cath-Det [ l [ ] [ ] [ ] [ ] [ ] [ ] Additional Details [ ] -------------------------------------------------------------------------------- Cancel [ ] END OF DATA NEXT SCREEN [HMENU] ACTION [ ] PARCEL NBR [ ] [ ] [ ] ] TANK NBR [ ] [ ] 46 u . 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F i �.,,:` :::`�..I.��:'I,:.::�:i.���..,.:-:.;:�:.:'/-�:".:.:.�:..�.*��i.::' b. 0 PA�IKING VE ::*Z+":.-i:�ii.":..;.�..'...I.::�-.:.J.,:.:��#:i:,:.i;.:�.:�:.-:I::-,.:"::��i..:*"/1.��.;ii-.�'..�:.:�-:*.:.::.5.��i;:"?�..i:i�..:�-.:t f ' _ \�/ . .. 24.6 3 : j ............. f. o,.: a; c'<<.... < .. . 335 »' pq :.F < / 1[, --1:9 vt VE E..: ; T. , : i /:::::J`.. +. ,: > / �> : ::i / E3' f= /'q 455; . 60 9 k / 1:erg �`r�.r4`' �. . 3 .0 f: .1 X . ...... .9 :.;:: •:.::.:.:::::... ....1 <k 36 % ..... :.;:.::.;:: . 3 1 �. �. /.. i k :: / 5.0 � ' ' .: :.: .r 3S `' �1 // �, i PARKING < 92 / • / PAVEb f \ Pam, / : • i ® 7'C. EO o.a3 Ac \ ...... 35 2 . . I / / , /: 3 x 3j,r 32.4 f r \ :\ \ xlg K ' �30 5 s / ,: I f r , 0 0�0 Division of Zecco, Inc. . Site Evaluation Puritan Pontiac 460 Yarmouth Road Hyannis, MA Prepared By HydroSample — Division of Zecco , Inc . w March 1987 345 WEST MAIN STREET, NORTHBORO, MASSACHUSETTS 01532 (617) 393-2537 INTRODUCTION This site is located just to the 'east of Barnstable Municipal Airport and just west of the Yarmouth town line (Figure 1 ) . The site is approximately 38 feet above mean sea level . Puritan Pontiac consists of two main � buildin9 s one of which is used as a show room and the other is an auto body- shop . Both of these buildings have floor drains which lead into MDC type oil/water separators located at the rear of the respective buildings. This report evaluates the groundwater and subsurface conditions ,at the site as well as addresses the five measures required in the January 13, 1-987 Notice of Responsibility letter sent to Puritan Pontiac by the D.E.O.E. INSTALLATION OF MONITORING WELLS On February 17, 1987 four borings were placed on site and monitoring wells were constructed in each . Well locations are . given in Figure 2. The borings were advanced to either five feet into the, water table or refusal , whichever came first . The. wells ` were screened five feet above and below the water,table using 2 - inch I .D. PVC (Schedule 40) with 0.010 foot slots. Solid PVC riser was used above the screen in the unsaturated ' zone. The well screens were packed with clean #20 sil-ica . The wells were sealed with one foot of bentonite and a road box or secure casing (steel ) was grouted in at the surface. The well construction is described in the boring logs (Appendix 1 ) . Soil samples were taken in each boring at five foot intervals. Soil samples were scanned with an HNU model PI-101 photoionizer to determine if any volatile hydrocarbons associated with fuel product were present . None of the four borings had any detectable contamination at any depth . Printout for the HNU values can be found in Appendix I I, WATER QUALITY On: March 4, 1987, the Your monitoring wells were sampled and brought to a laboratory to be analyzed per EPA Methods 601 • r and 602. Three well volumes were removed from the wells before sam-pling to insure representative groundwater samples were obtained .. The equipment used for sampling was purged with deionized water,, methanol and deionized water again to avoid cross contamination. Samples were immediately refrigerated and brought to a certified laboratory for analysis,. None of the wells had any detectable contamination. The analytical results for both tests (EPA Methods 601 and 602) , can, be found in Appendix III . Groundwater Flow and Direction On March 3, 1987, the well heads were surveyed into a relative datum and the depth to the water table was determined . Water table elevations and the direction of groundwater movement can be seen in Figure 2. Groundwater on the site is, flowing in a westerly direction as depicted in the diagram Summary and Conclusions Based on the findings of this assessment there is no evidence of any contamination on this site. Wells upgradient and downgradient of' both MDC traps have no detectable contamination in the water or soils. Our data indicates that this site is free of any hazardous materials. No further action is deemed necessary at the site. f i i I - } f - G, - ._, ;,..,,•c 7:7 :.J �.a. .'Water - "!l".� 1\./(l it 4 0 o O Tank�)�r, ° i•• en ' /NCiANGE ya 14 SSb�$ Zr eo 0' c• .r _' �J a�\a,.\,�r f�o � � 0 -�.•-�11�(\��.l _\o O V �.� �; \\• 'Giavel y l/ n t r !j ~ 4/��/' /cT1ON }:r~`PiE• } i �\ mp_\'Y ',o IM\�",•\ 4?1�c a t� � 1 �SRV � � �� �/.--n � � {I \� �.✓, two • ,. •Gravei Ri t s 8ttlev�ST .,�. k' O as p Radio a P Tower_- /Q nd JE y r/ rive-in ` o c o ; t �o • heater6-91 \ o�{\ fJ,.�o� 50 tt\ ��l1 I -• \ it QI nn Du , O 0 7 m Sr' hCJ r: •0✓ J •0=�+0 tiJ• 2 t\ 91 400a°o to O ° O ;,, O o• � O ��''11 l '•l A � J 0 4 R �1 i E 1. , !9 n ' 17 c •// � J t (t 0 �J ,o cl Little DuC 50 ) \•1 9..W Q b O 0 1 `\ 8 ` ;r - -O /l Y D D `�. :•° .. Y. ` Pits ..O :I;,``�•� a.. �o �� �< •�1L.1 `� '•.,�• '1 r 't--t"��d� �y ,- �_' 1y 's�9 • _�J i,�:. 91 nn)1 .-�:, � c'y'GeN•. 'I^` . � g• ."'l\:. � � e� '� Mill %° °� ♦ i •'\ems:• r•_// r_-.__ '. _i c � u ;�•�,�- aF�, � i.. :r0! �� \ •f 2 gp15T. r ,9 �',� .11-+ `,Z I�� �. r'• rr i t 1 r L % T. J o '✓� `� _- \ _ I.r +p 1.,• q ,, ( i. ` �\\1^� � :\ 3 Sr v� I nt ^ Cat :W< y --'I�-_,....� /,y'�,•��.` \ \ �. a -fir' - 1 BM fire`'; ua ' Ji— \\� 39\aSta t r 0 �1� � - 0 =_eu. y float" ��''J� rarq 1 St ,.yy •�." `' �\� 'i,� /- r v:•rf�i'• �P`� _ •../'l 6': I i t .��7 `\f �) �% v� t`'.. a Bel •. . 1� \ Armory f ( ��\: •f 'I I .. ri CN 1 (.r 9 OSaSigh -� ( \ i {� '' %' IJ �j�• yl�\' I6•. 2 0 1 MILE 284 MrLS 1.". 1000 0 1000 2000 3000 4000 5000 20 MILS 6000 7000 FEET Y .5 0 1 KILOMETRE CONTOUR INTERVAL 10 FEET ' ZvW on of LOCUS PLAN c ��A ZECCO, INC. 345 WEST MAIN STREET F�987 SCALE 1:25 000 °"•'"•' NORTHBORO, MA 01532 ✓ SM/EGAL PUPI TAN PONTIAC H YA NN I S MA FIGURE #Z YAPMOU TH POAD O FLAGPOLE 4 a c� SHOWPOOM ® O W-2 R �r"�'l tiU�l r 4- GkGi11V Jft:,�-C�P. ® OW-3 AUTO-BODY SHOP oW-1 OW-4 i TELEPHONE POLE DNi on of PURITAN PONI IAC ZECCO, INC, PLO T PLAN 460 YARMCUTH RD. 345 WEST MAIN STREET \\ NORTHBORO, MA 01532 �90 J SMIEGAL MONITORING WELLS —' FENCE FIGURE � i ,I i i I t i y APPENDIX 1 } j BORING LOGS I t { f Soil Boring Log HYDROSAMPLE Zecco, Inc. Boring 345 West Main Street Number: OW-1 Northboro, MA 01532 (617) 393-2537 Client: Puritan Pontiac Date: 2-17-87 Location: 460 Yarmouth Rd . Hyannis, MA. Weather: Sunny, 301='F Driller: Soil Exploration Corp . Inspector: J. Smiegal Drilling Method: Hollow-Stem Auger Sampling Method: Split-Spoon Well Construction Screened Interval : 8 ' 6" feet to 18' 6 feet slot size: 010 Solid Riser: 0 feet to 8 ' 6" feet Schedule 40 PVC 2" I .D. Seal : Bentonite 7 feet to 8 feet - Grout 0 feet to 2 feet Gravel Pack: # 20 sand ------------------------------ ------------------------------7---------------- Depth ss range count %rec. hnu strata Description -------- I I I I _ 1 I 1 3" Asphalt IS-11 3"-2 ' 1 Off I 1 <2ppm I I Tan fine to coarse sand IS-21 2 ' -4 ' 1 flights I - 1 <2ppm I I with some inorganic silt I I I I I I 1 and a little fine to 5 ft.----------------------------------- --coarse gravel ---------- I i I 1 I I I Tan, medium 'sand with a I . 1 I Off i I I I little finer and coarser IS-31 5 ''-6' 6" I flights I - 1 <2ppm 1 I sand . Homogeneous and I 1 I . I 1 I 1 well sorted . Little gravel 10 ft .------------------------------------- ---------------------------- I I I i I Off I WATER 12 - 10" IS-41:10 ' -11 '6"`1 flights I = I <2ppm I I Same as above, less 1 I gravel . 15 ft -------------------------------------- ---------------------------- I ( I I I i I Wet , tan medium sand with I f i I I I I. a little coarse and fine IS-5115 ' -16 ' 6" I 9-12-11 1 85% I <2ppm I ------- I sand and a trace gravel . W.P. I Well sorted . 20 ft --------------------------------------- ---------------------------- i I I I I I I ------- I Same as above. IS-6120 ' -21 ' 6" 1 , 10-17-1.21 65% I <2ppm I E.O.B. 1 Tan, Medium sand . 1 I I I 25 ft.-------------------- ----------------- ---------------------------- I 1 I I I I I I I I I I I -------------------------------------------------------=------------------- iFiE�F�EaEiE�E#�E#�E�EIE�E-1E�F#�E�EiFiE-lEiE-)EiE-lE#-N1E#�FiF�FdE�EIEiE�E##�FiE�EiE#�E#�EaE-�iE###iEIE�E##IE�E#####iE# Comments: HNU values in ppm: Due to the low temperatures samples were taken back to the office and allowed to reach room temperature before screening with the HNU meter . "Headspace" values were used . Soil Boring Log HYDROSAMPLE Zecco, Inc. Boring 345 West Main Street Number: OW-2 I Northboro, MA 01532 (617) 393-2537 Client: Puritan Pontiac ' Date: 2-17-87 Location: 460 Yarmouth Rd . Hyannis, MA., Weather: Sunny, 30-F Driller: Soil Exploration Corp. Inspector: J. Smiegal Drilling Method: Hollow-Stem Auger Sampling Method: Split-Spoon Well Construction Screened Interval : 12 ' feet to ' 22 ' feet slot size: 010 Solid Riser: 0 feet to 12 feet Schedule 40 PVC 2" I .D. Seal : Bentonite 6 feet to . 7 feet Grout 0 feet to 2 feet Gravel Pack: # 20 sand ------------------------------------------------------ Depth ss range count %rec. hnu strata Description -----------------------',------------------------------------------------------ 1 I ( 13" Asphalt IS-11 3"-2 ' I Off I I <2ppm I' I Fill , tan fine to coarse IS-21 2'-4 ' I flights I 1 <2ppm I I sand with some silt and I I I I I I- I fine to coarse gravel . 5 ft ----------- ---------------------------- ---------------------------- 1. 1 . I I I Fill , with alot of gravel , I 1 I Off I 1 1 I CHANGE a 7'-8 ' . IS-31 5'=6 ' 6" 1. flights I - I <2ppm I I Tan, Medium sand with a I I :. I i little fine and coarse 10 ft ------------------ ----=------------- ---------------------------- I I I I I I I sand and a trace gravel . I I I Off I I' IS-4110' -11 ' 6" I flights I I <2ppm I I Same as above, less 1 1 1 1 I 1 I gravel . 15 ft .-------------------r----------------'= ---------------------------- I . I I Wet , tan medium sand with I I I I I I........ I a little coarse and fine IS-5115 ' -16 ' 6" 116-12=16 1 60% I <2ppm i water I sand and a trace gravel . I I 1 I I I table I Well sorted . 20 ft .-----------=-----= J'----------------- ---------------------------- 1 I I I Off, I ° "I I ------- I Same as above. IS-6120 '-21 '611I _ filghlts -1 1 <2ppm I W.P. I Tan, Medium sand . F I I I I ------- I End of Boring a 24 ' 25 ft.------=--------=-=- --------------- E.O.B.---------------------------- f .1 j li I 11 I Comments: HNU values in ppm. Due to the low �temperatures samples were taken back to the office and allowed to reach room temperature before screening with the HNU meter . "Headspace" values were used . i Soil Boring Log HYDROSAMPLE Zecco, Inc. Boring 345 West Main Street Number : OW-3 Northboro, MA 01532 (617) 393-2537 Client: Puritan Pontiac Date: 2-17-e7 Location: 460 Yarmouth Rd . ' Hyannis, MA. Weather: Sunny , 30-F Driller: Soil Exploration Corp: Inspector: J. Smiegal Drilling Method: Hollow-Stem Auger Sampling Method: ,Split-Spoon Well Construction Screened Interval : 12 ' feet to 22 ' feet slot size: 010 Solid Riser: 0 feet to 12 ' feet Schedule 40 PVC 2" I -D. Seal : Bentonite 8 feet to 9 feet Grout 0 feet to 2 feet Gravel Pack.: # 20 sand ------------------------------------------------------------------------------ Depth ss range count %rec. hnu strata Description `I 1 1 3" Asphalt IS-11 3"-2 ' 1 Off I, - 1 <2ppm l I Fill , tan fine to coarse IS-21 2 ' -4 ' 1 flights ' l - :' 1 <2ppm I I sand with some silt and i I 1 I i I I fine to coarse gravel . 5 ft --------------------------------------- 1 I I` -I I 1 I Fill , darker with some top I Off I <I I I soil . IS-31 5' =6 ' 6" 1 flights ., I - •1 <2ppm 1--CHG--1 Tan, Medium sand with a 1 I I I little fine and coarse 10 ft .-----------------=------------------- ---------------------------- I 1 I I I sand and a trace gravel . i I Off I° I I I Water a 14 ' I S-4 1 10 ' -11'_6",1 16-12-17-1 50% 1 <2ppm 1 "^'^'^'... I Same as above, less water I gravel . 15 ft .-------------------------------------- table ---------------------------- 1 1 I Wet , tan medium sand with 1 I I I a little coarse and fine IS-5115 ' -16,' 6" 116-12-16 1, 60% 1 <2ppm I 1 sand and a trace gravel . 1 i 1 i I . 1 Well sorted . 20 ft .-------------'------------------------ ----------------------------- I I - Off I' i I ------- I Same as above. IS-6120 ' -21 ' 6." i filghts I I <2ppm I W.P. I Well Point @ 22 ' 1 1 I I 1 , E.O.B. 1 End of Boring 0 25 ' 25 ft .-------,- ---='---------------------------------------------------- .. L., --------------------------------------------------------------------------- Comments: HNU values in ppm. Due to the low temperatures samples were taken back to i;he office and allowed to reach room temperature before sc.reenin(_) with the. HNU meter . "Headspace" values were used . Soil Boring Log HYDROSAMPLE Zecco, Inc. Boring 345 West- Main Street Number: OW-4 Northboro, MA 01532 (617) 393-2537 Client: Puritan Pontiac Date: 2-17-87 Location: 460 Yarmouth Rd . Hyannis, ILIA. Weather: Sunny, 30,"F Driller: Soil Exploration Corp . Inspector: J. Smiegal Drilling Method: Hollow-Stem Auger. Sampling Method: Split-Spoon Well Construction Screened Interval : 10 ' feet to 20 ' -feet slot size: 010 Solid Riser: 0 feet to 10 .. feet Schedule 40 PVC 2" I .D. Seal : Bentonite 8 feet to 9 feet Grout 0 feet to 2 feet Gravel Pack: # 20 sand ----------------------- -------•--- --------------------------P---------------- Depth ss range count. � %rec_ hnu strata Description --------- 1 I 1 I I 13" Asphalt IS-11 3"-2 ' 1 Off I , I <2ppm I ' I Fill , tan fine to coarse IS-21 2 ' -4 ' 1 flights I - 1 <2ppm. I 1 sand with some silt and fine to coarse gravel . 5 ft .----------=-------------------------- I I. i I I 'I I Fill , with alot of gravel . I 1 Off I i I I CHANGE a 9 ' IS-31 5 ' --6 ' 6" 1 -flights J' - 1 <2ppm. 1 --CHG-- I Tan, Medium sand with a I j I f 1 I - 'little fine and coarse 10 ft .--------------------------------------` ---------------------------- I sand and a trace gravel . Off I I. I I Water a 13 ' 8" I S-4 1 10 ' -11 ' 6" 1 f 1 ights . I - , 1 <2ppm .I ^'^'^'^... I Same as above, less I I 1 1 - ,I water I gravel . 15 ft .--------------------------- ----- table I I I I I --------- I Off I 'I f I Well Point at 20 ' IS-5115'-16 ' 6" 1 flights I - . 1<2ppm I I 1 I I L 1 W.P I End Of Boring at 20 ' 20 ft .-----------=-------------------------------------------------------------- Iar I I I E.O.B. 1 25 ft..-=-.=-----=---=--=--=----------------- i 1 I " ''j I• I I Comments: HNU values in ppm. Due to the low temperatures samples were taken back to the office and allowed to reach room temperature before screening with the HNU meter . "Headspace" values were used . r . APPENDIX II HNU PRINTOUT _ Uto Ui �C - - jl 1 U /�/� ..�� - � pl --I 012: C i "gip i I- CJ' 1 1-= - ---' - I � 0112 - --- - U I ----- = --:_- f ---- OIL- - ---r--- f --- : 'U 8 ! sv , • v OF � �-- --- ---�- --- it x M1 : -- u112. - 1- ` Oil I I i ' ut 7v-3 �l I � V;6 I I " I I 0-11 ul ` I ohs. i r - 5-�7T- _ /^)i f{ 1 m L) 'I�/F-----1-_ ._._.. Y - 9J F f A i a APPENDIX I'I I WATER QUALITY i ANALYTICAL RESULTS >: r 1 t i THE e BAfiSSTABLE, o Ti MA681639 s� POATE0 MAI A:* O .�G�nrnnc�� n4dacltudelld 02601 COMMISSIONERS: (617) 775-1120 Ext. 123 KEVIN O'NEIL, CHAIRMAN ROBERT L. O'BRIEN JOHN J. ROSARIO, VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. MCCARTIN January 19, 1988 Health Department Town of Barnstable Town Hall Hyannis, MA 02601 SUBJECT: Yarmouth Road - Map 344-007 Gentlemen: Mr. Jospeh J. Reardon, Esq. , has requested that we advise you that it is not economically feasible given the distance in this area to require connecting this parcel to the sewer system. This area is not on the Master Plan for sewering. Sincerely, WALTER JACOBSON Proje Engineer WRJ: sdm cc: Joseph J. Reardon, Esq. I 1 THE COMMONWEALTH OF MASSACHUSETTS --,/BOARD OF HEALTH _. ........ -----OF..................................... ....................................... ............ Application -for UWVviitti Works Totouurtilin Vrrolit Application is hereby made for a Permit to Construct (�r Repair ( ) an Individual Sewage Disposal system t: 1/! -- - . Location.Addres or Lot No. W O er Address TLd�c ( _� ------------- ••-••.....----- Installer�USr Address _� d Type of Building SE -[/CEc��c� Size Lot/- ,.92-Sq. feet V Dwelling—No. of Bedrooms........................... .....Expansion Attic ( ) Garbage Grinder ( )U aOther—Type of Building ' Ap_MR4 /. o. of persons.--_____.-_.3__---____-__ Showers`("'�`— Cafeteri a Other fixtures ---------- W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. W Septic Tank_Liquid capacity Width Length--------_------ Width................ Diameter_-.___ _ . _ Depth................ x Disposal Trench—No- ------/........ 'th�+_______ _________ Total Length-------------------- Total leaching area.-------------------sq. ft. Seepage Pit No......._/-_-_-_-- Diameter.....(1z..X. Depth below inlet.................... Total leaching area..----- ..........sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results ' Performed by-------------------------------------------------------------------------- Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-----------.__-.-_.___-- f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------._--.--__-._. P4 ------•-•-------------------•-•------.----.----------•-------•--•--•---------- .............................................................................. O Description of Soil---------- --------------------------------------------- x 6,%W5e - /RUC[ - lJ- /� _/= T ----------0..--•------••-------•------••----•----------•---------•------•------•----•---•-•--- --------------------------------------------------- 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 Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued b e board of heal Signed- S-//- �� -- --- --- -------- •----••---•-. •-••-••--•--_.... Date Application Approved B Date Application Disapproved for tl following reasons:----••-----•-----••-----••............................... ...........................................•---------- •---...--•...............••....-•••-....-•---•--.....----------......----------------•••-••••--••---------------•---------------•-----••---------------------...._._...-----•----------•.--_.._....----- Date PermitNo.----/PY...•-••--------••-•.........••--------... Issued........................................................ Date No.. . ------------------ `>' FEa............................ THE COMMONWEALTH OF MASSACHUSETTS J. BOARD OF HEALTH 14 _..._ .... .........._..........OF............ ........................................................................... . Appliration -for Bhipoiittl Vorkii Totutrurtiau Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: •--•---•---------•----------••----•-----------------•---------------...---------------------.----- ------------•------••-••----•--------•---••--......--------••-•-•---••-••-•••.._...........------ ' ` Location-Address or Lot No. ------------------------------------------------------------•---------------------------._......._ ..-----------------•-------------•-------••---------•-------•-•-•----------------•-------------••- Owner Address W Installer,A, Address Type of Building �- - ,__� Size Lot............................Sq. feet Ui Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) a, Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures •--------------- --------------------------------------------------------------------------------------- W Design Flow----------------------------------..........gallons per person per day. Total daily flow--------------------------------------------gallons. r W Septic Tank—Liquid capacity............gallons Length---------------- Width................ Diameter---------------- Depth..__--_--_-.._. x Disposal Trench—No..................... Widtli--..-_ .__-.--_--- 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--.---------------------- ------------ a Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water........................ (Xq Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water-..-..------_-.--__-.._. �+ -----------------------------•---------......--•------•-------------•-•--...._..------------•-----....--•---•------•-•--.......------••---.._...--•--------- O ` Description of Soil................. .. ------------- ----- x .. 1. � -i� r- V ------------------------------------ ---------------------- -------------------------------------------------------------------------------------------- ------ ---- -------------------------------- 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issued P9he board of heaA. Signed.......... Date Application Approved BY A�---------------••'•. ...... ---- ---------------------------------- Date Application Application Disapproved for e following reasons:----••------------ -----------------------------------------------••------------------ ----•-------•----------- --•-••--•--•---------------------------------•----------------...-----------•-•-•-----•------••------•-•-......--••--------------•-•-•---•••---•-••-•---•---------------........•-------------•-----•--- Date PermitNo �- ............................................ Issued..................... ......................Date....... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...........�...... .............................................. Itrrtifiratr of Tompliaurr THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) ------------• --•--•�--------------------••-------•---•-----------------•-••-••--••-----•------------------•-----•-----•-•---- ��/� Installer I t- ��t�9.�,_ _ f „__n ,_�, j `'-------- /-/ ter; at....... -------------•----•----------- ---_--------•--•-------- -------._................_.................-••---•. has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..... C_ __________________________ dated__.]-- _.: ------------------------- THE ISSUANCE OF THIS CERT!FECATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. W- DATE---••- _ .. _-----•------------- Inspector------- ------... •• -- .........--..................... THE COMMONWEALTH OF. MASSACHUSETTS BOARD OF HEALTH r., ........ ......OF........flsp.l�- r4�p�.._'.. ....... No. -�1--••--- FEE/v:;� ........... Bi-nVaBttl Workii CITo itrurtion Vrrmit Permission is hereby granted-------------- —:Y............ to Construct ) or Repair ( ) an Individual Sewage Disposal System at No....... ..! �,c�, /A ( / T�' t/ice ' Street as shown on the application for I isposal Works Construction P it No.. y !_._. Dated 19Y ��' ! ,r_,�` 2 ..... ....................... Board of Health DATE........�---�--�-......1-14........................................ (7 FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS m DATE I 0 1M o TOWN OF 13ARNSTA13LE FEE P _ OFFICE OF RECEIVED BY r �+ i )ASIk$& 1 BOARD OR HEALTH vo �a�o• \�d'' 3e7 MAIN STREET �o war A. HYANNIS,.MASS. 02e01 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Ilealth meeting. , NAME OF ,APPLICANT Purita TEL. NO. 775-7111 ADDRESS OF APPLICANT 460 Yarmouth Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Telk, Inc. SUBDIVISION NAME Land Court Plan No. 28708-E DATE APPROVED .ASSESSORS MAP AND PARCEL NUMBER Map 344, Parcel 7 LOCATION OF REQUEST Yarmouth Road. Hyannis, 11A 02601 SIZE OF LOT 150255±• SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yee No X • v VARIANCE FROM REGULATION(List Regulation) Protection'of groundwater quality, Section A The so-called 330 Rule. REASON FOR VARIANCE(May attach letter if more space is needed) See Attached Letter PLAT; — IWO COP?ES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED1-3 NOT APPROVED .s REASON FOB DISAPROVAL } Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C:M. Farrish, M.D. BOARD OF IIEALTII TOWN OF BARNSTABLE REARDON, THOMAS & BAILEY, P.C. ATTORNEYS AT LAW CORNER OF BEARSE'S WAY AND BASSETT LANE POST OFFICE BOX 978 JOSEPH J.REARDON HYANNIS,MASSACHUSETTS 02601 WILLIAM W.THOMAS TELEPHONE BRADLEY J.BAILEY December 31, 1987 771-4644 LESLIE-ANN MORSE AREA CODE 617 JOHN S.MOFFA Board of Health Town of Barnstable Town Hall Main Street Hyannis, MA 02601 RE: Variance Request Gentlemen: This is a request for a(variance on Assessors Map 344, Parcel 7. This variance is necessary because the applicant's agent has been informed by the Barnstable Health Agent that the current septic system does not meet the,current Barnstable Board of Health regulations. In particular, the regulations regarding the Protection of Groundwater Quality, also known as the "330 Rule". Consequently, the applicant has been'unable to acquire a building permit to renovate the building in accordance with its intended use. It is the intention of the applicant to change the use of the property from a dry goods store to an outlet for the display and retail selling of automobiles. The applicant believesIthat a change in use from a dry goods/garden center store to a retail automobile sales establishment will be less harmful to the groundwater quality. The dry goods/garden center in the common course of its business, would store such things on the premises as fertilizers, insecticides, and other toxic substances which would be harmful to the groundwater quality. The danger of accident alspillage from fertilizers, insecticides and other toxic substances would(be likely, even in the normal course of business. The spillage would normally be discharged through the septic system and into the groundwater supply;. The applicant intends to discharge only human waste into the septic system and into the groundwater supply. The applicant does not intend to maintain on-premises repair or maintenance facilities in relation tofthe automobiles. Further, the applicant has no plans to store gasoline or any other toxic substance on the premises. The applicant's engineer, in the preparation of the plans accompanying the variance request, has used the Department of Environmental Quality Engineering's sewage flow estimates for an office building in determining a necessity for a variance under the 330 Rule. The applicant, however, feels that the use of the office building analogy is not correct in this instance. In particular, the D.E.Q.E. Regulations are based upon the use of an office building employing i ,f I 1 -2- 44 persons. On the premises in question, the applicant intends to only employ 6 persons at any one time. Consequently, the amount of sewage produced by the proposed establishment would be considerably less than that anticipated by the D.E.Q.E. Requirements.. The applicant believes that while no establishment on the D.E.Q.E. sewage flow estimates closely approximates the type of operation contemplated. by the applicant, the so-called factory or industrial plan, without cafeteria comes the closest. If the sewage flow estimates for the factory type establishment are used in accordance with the 330 Rule, the proposed septic system plans would allow the applicant to meet the requirements of the 330 Rule without derogating the intent of the regulation. It is the intention of the applicant to meet, if at all possible, the requirements of the Barnstable Board of Health. If the Board does not feel that the factory/ industrial plant analogy is correct, the applicant would respectfully request that the Board take into consideration the difference and the scope of the operation contemplated on the premises compared to the scope of the operation contemplated by the D.E.Q.E. sewage flow estimates and grant the applicant a variance from the so-called 330 Rule. Yours very truly,Leslie-Ann Morse Joseph J. Reardon Attorneys for Applicant LAM:ss yoFINC TOWN OF BARNSTABLE OFFICE OF 31AR7 BOARD OF HEALTH ruL 367 MAIN STREET CFO tlPY"' - HYANNIS, MASS. m6of January 20, 1988 Ms. Leslie-Ann Morse Attorney at Law P.O.,.Box 978 Hyannis, Ma. 02601 Dear Ms. Morse, You are granted a variance. on behalf of your clients, Telk, Inc. , owners of Puritan-Izuzu dealership, from the Board of Health Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain zones of contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at Yarmouth Road, Hyannis, listed as Assessors parcel 7 on Map 344, with the following conditions: (1) The septic system must be installed in strict accordance with the submitted plan. (2) The designing engineer must be onsite and supervise construction of the onsite sewage disposal system and must certify' in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (3) The building must be connected to public water. (4) The building must be connected to town sewer when the Board determines its availability. (5) All outside catch basins shall have gasoline and oil separators fitted with petroleum sorbent pads. A copy of a contract schedule for the periodic cleaning of the catch basins by a licensed hazardous waste transporter must be furnished and approved prior to final approval. (6) Floor drains shall not be installed inside the building. However, if the plumbing or building inspector deems floor drains with oil and gasoline separators necessary, the floor drains and the oil and gas separators shall be connected to a holding tank. A copy of a contract schedule for the periodic cleaning of the oil and gasoline separator and holding tank must be furnished prior to approval of the building permit. However, by copy of this letter we would request a variance from an interpretation of the State Plumbing Code that would require floor drains and an oil and gasoline separator.. We have been assured that the building would not Mrs. Leslie=Ann Morse January 20, 1988 Page 2. be used for any type of truck or automobile maintenance. It would be used as a "showroom" of vehicles only. This business is located in close proximity to public water supply wells. Drains and gasoline and oil separators inside the building would only encourage maintenance of vehicles and contamination by solvents. A11 of Cape Cod is considered special in regards to protecting ground-- water inasmuch the Federal Government has given the Cape a designation of "A Sole Source Aquifer". The Town's entire drinking water supply is derived from ground- water. We have indications that certain hydrocarbons pass right through oil and gasoline separators contaminating our groundwater. (7) It shall be recorded on the deed that the occupancy of the building shall not exceed six (6) employees. This conditional approval was granted because your client stated that the first floor of the proposed building would only be used for showing vehicles with no wash- ing or maintenance of any vehicles. ' The second floor of the proposed building would only be used for dry goods "dead" storage. The plan does not show floor drains or an inside gasoline and oil separator. In addition, the Department of Public Works stated that this area is not on the Master Plan for sewering. It would not be possible to include this area for sewering because the environmentally sensitive areas that are planned for sewer- ing will use up all of the present capacity of the Town Sewer Plant. Very truly yours, er .M. Farrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE TAM/dm cc: Plumbing Inspector Louis Visco .State Board of Plumbing Examiners Py THE TOWN OF BARNSTABLE OFFICE OF rrua BOARD OF HEALTH X` m 367 MAIN STREET HYANNIS, MASS. ozew _ _.. _ January 20, 1988 4 ti AN L Ms. Leslie-Ann Morse Attorney at Law P.O. Box 978 Hyannis, Ma. 02601 Dear Ms. Morse, You are granted a variance.. on behalf of your clients, Telk, Inc. , owners of Puritan-Izuzu dealership, from the Board of Health Interim Groundwater Protection Regulation limiting sewage flows to 330 gallons per acre in certain zones of contribution to public water supply wells. This variance will allow you to install an onsite sewage disposal system at Yarmouth Road, Hyannis, listed as Assessors parcel 7 on Map 344, with the following conditions: j (1) The septic system must be installed in strict accordance with the submitted plan. (2) The designing engineer must be onsite and supervise construction of the onsite sewage disposal system and must certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (3) The building must be connected to public water. (4) The building must be connected to town sewer when the Board determines its availability. (5) All outside catch basins shall have gasoline and oil separators fitted with petroleum sorbent pads. A copy of a contract schedule for the periodic cleaning of the catch basins by a licensed hazardous waste transporter must be furnished and approved prior to final approval. (6) Floor drains shall not be installed inside the building. However, if the plumbing or building inspector deems floor drains with .oil and gasoline separators necessary, the floor drains and the .oil and gas separators shall be connected to a holding tank. A copy of a contract schedule for the periodic cleaning of the oil and gasoline separator and holding tank must be furnished prior to approval of the building permit. However; by copy of this letter we would request a variance from an interpretation of the State Plumbing Code that would require floor drains and an oil and gasoline separator.. We have been assured that the building would not Nis. Leslie-Ann Morse January 20, 1988 Page 2. be used for any type of truck or automobile maintenance. It would be used as . a "showroom" of vehicles only. This business is located in close proximity to public water supply wells. Drains and gasoline and oil separators inside the building would only encourage maintenance of vehicles and contamination by solvents. All of Cape Cod is considered special in regards to protecting ground- water inasmuch the Federal Government has given the Cape a designation of "A Sole Source Aquifer". The Town's entire drinking water supply is derived from ground- water. We have indications that certain hydrocarbons pass right through oil and gasoline separators contaminating our groundwater. (7) It shall be recorded on the deed that the occupancy of the building shall not exceed six (6) employees. This conditional approval was granted because your client stated that the first floor of the proposed building would only be used for showing vehicles with no wash- ing or maintenance of any vehicles. The second floor of the proposed building would only be used for dry goods "dead" storage. The plan does. not show floor drains or an inside gasoline and oil separator. In addition, the Department of Public Works stated that this area is not on the Master Plan for sewering. It would not be possible to include this area for sewering because the environmentally sensitive areas that are planned for sewer- ing will use up all of the present capacity of the Town Sewer Plant. Very truly yours, er M. Farrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE TAM/dm cc: Plumbing Inspector Louis Visco State Board of Plumbing Examiners I 1 by t ' Si01L LOS ���ti� I,t�\1� r 4Kei�/i ,�.t �r vyi rn1,A� .L�lix . '�.-- •� �r6 m ®t," ' ./_ 2.:PEA 'ONE LOAM B "PILL 12 MAx, 1L O.J.24' i: �U. - 0� � r 7RLOCK '41 � ID I S T. °BOXe r 24"MIN.5'MIN IOOO IrDo °° 10° PR °GAL. . I r D ` '?$EPTfC6lee. ° t TANK e ° SEEPAGE PIT o sartcQ o a _ 20' MINIMUM" o,° '• �° — — 1 7 FOUNDATION 4e ° o , 2 I e. I %z to WASHED STONE , o ° ° o _ �_°_�� SCALE• I =14t r, Io' PBRC:• RATC lyeza +Aa-, - ELEVATION SKETCH„ _ TEST BY-�Lu�hA-)„W— 5�, -�— SCALE 1 = 4' ``'TOWN-� NSPECTOR: A� BACKHOE OPERATOR �[lAv j�al 8 - TEST MADE ON A�>-0 Ia /1QCA. AVAII~ARI L FO2 L�•ACHIN6- t LOT S —/O E c qs,2� By.30 �► lb PE2CT63T 2`I. 40•*_ \ a OCN4TES STK S`157- y�8�7to /000 GAE. �"�' ' D15T j9 0 06 A��-j Pa. U� `BoF 20' �Ij,b 9u•,)077 9S.2S 95,11 .t� OF 1 LoT 3 4;,,��`• ssq ` { PRO po s c:D V A. Lo 96 1 wAQ.�r�orss� r� , v -r S f t� p � ,IU00 9a, I-, y �' � q SEPT�c V � sus\j °¢ 96,9y 38 _ EDININ LoT 6YQUING , f •1� tyT.` B 6,60 _ 8H a 0 " APPROVED BY BOARD OF HEALTH Y 99.ZJ N 29- 2-9 ' /3 x 99Sf DATE 19 .d— \/,,A 2M6 UTH QOA I s'o wloc t'�av�� PUQI iC --- "Tow N w/A T•E 2 f ELEVATION SCHEDULE PROPOSED SITE PLAN INV. AT FOUNDATION Q SEVAOE SY9TEm DESIS14 3.7 I N 2 i NV. INTO SEPTIC TANK ' eA2lvsrAeLC- , M� ss S�- 3 I NV. OUT OF SEPTIC TANK 4 I V INT.O DISTRIBUTION BOX = 1� 'C' SCALE; I" = 44 API . 1U 197� I .. = 91. 99 C- s17 > 5 NV OUT OF DISTRIBUTION BOX �t 78 CAPE C00 SURVEY CONSULTANTS k`. 6 INV INTO SEEPAGE PIT ROUTE 132 Z B'-)TTOM OF PIT _ S 78 HY:ANNIS, MASS. A DIVISION BOSTON SURVEY CONSULTANTS, INC. •: ° , LAYER ' 3' 7 N FAR PE2IMC--re SILL L C P L Z8768 Rec0rif40, B. BJTTOM OF STONE �T� `� ►Jarn3 ��Wf J /S 7 �Pfd x " la►i or� . �e( 10h . 1 I T PIT DATA: INDICATES SEPTIC TANK DETAIL. j oc)ca �., c -�--t �... DISTRIBUTION BOX DETAIL. (r-- x I STI "c LEACHING PIT DETAIL. REVISIONS. 1i SOIL TESINDICATES PERC. - OBSERVED NOT TO SCALE NOT TO SCALE TEST aROUNDWATE!�! NOT TO SCALE N0. DATE NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR NO. OF OUTLETS: MANHOLE COVER LOAM 8 SEED REINFORCED CONCRETE. SCHEM 40 PVC. TEES TO BE CENTERED UNDER „ BROUGHT TO FINISH GRADE OR PAVEMENT TP TP TP TP NOTES. 2. SEPTIC.TANK TO WITHSTAND H-10 LOADING MANHOLE COVER. J �___ ,� �� ` �- GRD. EL. GRD. EL. GRID. EL. GRD. EL. "- - L DIST. BOX TO WITHSTAND H-10 LOADING 2 MIN.OF 1/8 4 ^ UNLESS UNDER PAVEMENT, DRIVES OR I I UNLESS T 12" �� GW. EL. GW. EL. GW• EL. GW• EL. TRAVELED WAYS.WHEREIN H-20 LOADING .1 PRECAST 1 ESS UNDER PAVEMENT, DRIVES OR 0 / 12 MIN. FILL I TRAVELED WAYS WHEREIN H-20 LOADING WASHED ` SHALL APPLY. I•- STONE / SHALL APPLY. _ 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER -I I DIST. ( t• �� oo ,:� • . i CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE BOX I 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF o a o a •!= c a o p INLET PIPE EXCEEDS 0.08 FT•/FT. OR IN PVC INLET PIPE' ;•-°,,, �o PUMPED SYSTEM. , I2"MIN. L---r-�---J o C3 o . ob GENERAL NOTES: NOTE: COVER 3. FIRST TWO FEET.OF PIPE OUT OF DIST. x ° ;+ ,p , LEACHING PIT TO BOX TO BE LAID LEVEL, a o Do� o WITHSTAND H-10 LOADING ' .••. : • • .. ..• t o . a a o a d o a o a °� . UNLESS UNDER •.. . ::� • :': . ' . .. ►.. ... : ..., . .. .. + : .•• PLAN VIEW w �f °•. , c / I. THIS PLAN IS FOR DESIGN AND PRECAST CONSTRUCTION OF THE SEWAGE REMOVEABLE� (� ° PAVEMENT,DRIVE OR ;NORMAL WATER LEVEL COVER � ^ 3/4 TO I-I/2 a I= o 0 o C3 o o a TRAVELED WAY WHEREIN DISPOSAL FACILITY ONLY, r ==J--- - - - - - - - - -- - - - --•� V DOUBLE LEACHING PIT' ,oo H-20 LOADING SHALL 4, c. 2. ALL CONSTRUCTION METHODS AND -� 0 •� % WASHED o a o Q c c� o a a 0. APPLY. w MATERIALS SHALL CONFORM TO MASS. PROVIDE .r,••. ,.:. , :.:. .:. .•:;.•:.• ::::�:.-..:.:•::.:.:• � STONE •. INLET TEE WATERTIGHT (no fines! Live G.10��., r8o D.E.O.E. TITLE 5 AND LOCAL BOARD _ _ o'mo to 0 0 "ono•' i w OF HEALTH REGULATIONS. JOINTS(trR l .I I•.: I I.: $� I� PRECAST I,• 4'-0"MIN. OUTLET {: pp SEPTIC I• :!' " NOTE 2 1:1 �� . -il 4, LIQUID DEPTH TEE J'-1 SEE (:• I I:•. .• Q _ TANK _ I 4 INLET - I /, �._ ;� IJ I o ca o 0 0 0 0 ❑ n e ° 3. ALL PIPES LOCATED UNDER PAVEMENT 1 '}L>41 1 4 OUTLET I " OR TRAVELED WAY SHALL BE 1 !` �.I ` I- o •dP. 4.' SCHEDULE 40 OR EQUAL. L - - - - - - - - - - - - - - - --� ,. , - ----J` ,, II DIA. 2 4. .. c- ,I ( �o -o 0 0"0 -BOTTOM ON o�i , BOTTOM ON LEVEL STABLE BASE 00,;� LEVEL STABLE DIA. CROSS-SECTION 97/ >✓ / BASE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION CONSTRUCTION NOTES: DATE: DATE: DATE: DATE: INVERT ELEVATIONS. TEST BY: TEST BY: TEST BY: TEST BY: INVERT AT BUILDING �k► r� �, WITNESSED BY, WITNESSED BY: WITNESSED BY. WITNESSED BY. INVERT AT SEPTIC TANK(in) %'S Lo ' r INVERT AT SEPTIC TANK(out) . I PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: i 1 ,wd INVERT AT DIST. BOX(in) — MIN./INCH MIN./INCH MIN./INCH MINJINC4 INVERT AT DIST. BOX(out) 2'� y3 i INVERT AT LEACHING PIT L 1` DATUM. i BOTTOM OF LEACHING PIT `�a' �G i U.S.G.S. MAXIMUM GROUND r- VERTICAL DATUM: AS5UMf_= 0 N , WATER ELEVATION CA ••y OBSERVED GROUNDWATER BENCH MARK USED: GB/DFI FI�1 D etit S.W. cotz�.1 G1�.. �sEa:. •pL AtA ELEVATION \ j uJ ! ' Y i Y /VOTES koPERTY L i,vEs Sf�OwN �►EREo,v N/ERE COMPEL ED FROM A PLAN T ABLE COUNTY REGISTRY OF DEEDS, h RECORDED AT THE BARNS A F D 0T REPRESEA/7" aN l Oit! L.C. C. 2 8708 , AN DDES N OTE ' N 1_X d S'T I►.i CT L E A G++ T T B D. tG U I/EY ON THE GR011�1 ACTUAL S R � _ purn�pED � BAG�cFIe.LED AND/ ,TNE �eauzlD �. _ �---- - u E' AS /VIA,E on! l T�/� op�GR,4P,� S �e� w :.: I.� _SIGN CRITERIA. AT -r AAID L o � DESIGN FLOW. r ca 1 i / �0 30 5 V/}/�fFBL oL:F�c.1✓ FL,oL s 75 c.I=D J 1 a�r� tscy I- 9) U,l/GERG�'AUC> 1JT/L/T/ES WEi2E Cotif R�coD Pc ws cap LET ur Co ivC,�q,<11E.S 4AI47 P41BL/� � � p� BEF'G�" O` � ,; �,:.:,..• ._:. T tavo x 75 = ?�?3v GPI . 4 L " D/ S�4FE . /-Q���-3 2 Z- �i 8¢� ` �' CA L �j 1 L O-r' ��. ��"�` REQUIRfED"SEPTIC TANK: The BSC Group , I n I S) F, � y �y At;UT 9 �° i-�� �' 1.�5� o °F '�As — GAL. .� .. 9,+ r SEPTIC TAN PROVIDED: = I rxw GAL. , � I � WOCp �p �Ex � � FRANKR o% �,e�!- , Cape Cod Survey Consultants WHIfIt�IG N ., v + h, Y No. 29t369 K w Q i oaD 91 .,.: `'' .� SIZE OF LEACHING FACILITY REQUIRED: Al Ecr �° q u�, DESIGN PERC. RATE: L Z MINJINCH I t� zo -s�� W I t21 ( .A,5 rr� o� 3236Main Street W Route 6A SU�21/E b IagTE l F�PoS ' ?�3C> C� �A P�of�SS/dit1,4L tAA1,P Barnstable Village MA 02630 ro r l ` �j �a h FC Harz 5G j i 617 362 8133 tv J 98.10 / I PROJECT TITLE: 1 SIZE OF LEACHING FACILITY PROVIDED: OF REPA I R.,,,, cG c ` PIa1 2 w%_y ' D 6-t-P IL Co' D A ► Z •S-Co�►-•Yi cREcol,Y — I a ��Ftia SEWAGE DISPOSAL oTAYLDR �I -r: .«*...ra .nM.ro.«#..h•.... .rsww. . / G !' \ 1 f N0. 27"110 4n s ►� 5►Gi1J POST -'�`yoyly P, \ =- �� ,ZALL S.f _ SYSTEMDESIGN .... tat... S l >< Z/ � C PD t�-8 �''�.-•-••`'.. � �- r r Ar -.�-: _.., �./ 6 O �30 50 W /8D. 9w � _ S g o c�Ta•-N1 7�t -5.1=: Y. ►,y = '1!G,P to , CB/rDH FNo LOT Co A5 S 4UME•D oy(y ToT`A 1. S 7 p A /OD,oo — n'n YARMtOUTH ROAD 3 A i .::.e�'0 8 ' OCUS PLAN.' t` SCALE: 1 =2083/ p`V t. HYAW N I S , MA. hi A e A✓� r, Al R-10�2 PREPARED FOR: c_�A-c- H P t T' Tt� r * �p P�PoP' '"'.1 PUR/T/+hl /z U Z U - Go._� i r2 O a t`�(1 1J� t:-lam T t G T-� i,_-) Ic �A,JJ t] tom. t ST T24 '�0 T 1 bA+�1 w x 3 Tao >\ Ta '4sr. tJ M�'rc..1� A �J G-L L , i5 A-#,3�J ✓�• �_', �r � , I 3�-ToT A L. IF La�a �t_�o� C� v ti�t�e � �5 R-U L.� � �1_ � � � wxr�. 1,177zz_5 � r DATE: tJoV. 10 19 87 15,255 35L� x 3a = 115 G,4'P. �, ,�� ° -rot- -3 :v _ -J COMP./DESIGN: CHECK: 'S.A.N . /c•F-W. PLAi �; VIEW DRAWN: ,f•}, G ScALE: t"= ZO - -.� �,. FIELD: J.V.B . /J• C I ` -1 RourE e8•' FILE NO: 1 . DWG. NO: 1 300 SHEET 0 10 zo _•I. Go FEET m,A,� JOB NO: 3-18&t�,41 I OF J I SEPTIC TANK DETAIL: DISTRIBUTION BOX DETAIL: �x ts-ri ,t LEACHING PIT DETAIL: REVISIONS: -�- SO IL TEST PIT DATA. INDICATES INDICATES ' ,PERC. OBSERVED NOT TO SCALE NOT TO SC�LE NOT TO SCALE No. DATE TEST GROUNDWATER LOAM B SEED NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR NO. OF OUTLETS: MANHOLE COVER OR PAVEMENT REINFORCED CONCRETE. SCHEM 40 PVC. TEES TO BE CENTERED UNDER BROUGHT TO FINISH GRADE . NOTES:. TP TP TP TP 2. SEPTIC TANK TO WITHSTAND H-10 LOADING MANHOLE COVER. �__J_�___� „ `` - GRD. EL. GRD. EL. GRD. EL. GRD. EL. DIST. BOX D WITHSTAND ,D LOADING 2 MIN.OF I/B UNLESS UNDER PAVEMENT, DRIVES OR GW. EL. GW. EL. GW• EL. GW. EL. TRAVELED WAYS,WHEREIN H-20 LOADING I i UNLESS UNDER PAVEMENT, DRIVES OR To 1/2° 12°MIN. FILL � PRECAST 1 TRAVELED WAYS WHEREIN H-20 LOADING WASHED r SHALL APPLY. SHALL'APPLY. �- STONE I GIST. I 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER _I I Ioo ra , BOX r' 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 100 CONSTRUCTION TO BE WATERTIGHT. BRouaMr To FINISH GRAD i PVC INLET PIPE - o o c t� a o 0 oa/ INLET PIPE EXCEEDS 0.08 FT./FT. OR IN � 1 I PUMPED SYSTEM. i% ' a cmo 0 ' c c 0 o D °° NOTE: • r-�--- GENERAL NOTES: Ix MIR. 3. FIRST TWO FEET OF PIPE OUT OF DIST. x ;+° Jp . LEACHING PIT TO COVER' BOX TO BE LAID LEVEL. a o Dog a c o 0 0 0 0 o D u WITHSTAND H-10 LOADING I. THIS PLAN IS FOR DESIGN AND :. .:' ..': .:! . :::: •:. .''+ :." PLAN VIEW w ° . . o °� UNLESS UNDER REMOVEABLE� o �� PRECAST `' ;b° CONSTRUCTION OF THE SEWAGE PAVEMENT DRIVE OR NORMAL WATER LEVEE COVER w A 3/4 TO 1-1/2 o c C3 o o Q o o D TRAVELED WAY WHEREIN DISPOSAL FACILITY ONLY. l/ DOUBLE LEACHING PIT o H-20 LOADING SHALL / a. o; 2_ ALL CONSTRUCTION METHODS AND WASHED o Q cc 0• APPLY. 1 1 w D ca o c o v MATERIALS SHALL CONFORM TO MASS. STONE PROVIDE' :►:.. ,.; . •,, ;:.,.. ::::r:•'..:.:.;:.:.: w 8� D.E.Q.E. TITLE 5 AND LOCAL BOARD 1 1 INLET TEE ~ WATERTIGHT aL (no tines? .. lwn Lr►O► L., _ 1 JOINTSItpp) ;I 1` :I 1; w o p o n o 0 o a o ` OF HEALTH REGULATIONS. P RECAST Ir 4%0•MIN. OUTLET .a r-1 SEE (:; 1 ,,. OC� ;► Q SEPTIC 14 LIQUID DEPTH TEE _'•' 4" INLET NOTE t ti'1 �` I •• % D 0 o 0 0 0 o " n °- , 3 ALL PIPES LOCATED UNDER PAVEMENT JI TANK4„OUTLET �j Ili r e • % OR TRAVELED WAY SHALL BE _ SCHEDULE 40 OR EQUAL. L - - - - - - - - - - - - - - --� L 1J ':L--- --�' DIA. ON r � � BOTTOM ON LEVEL STABLE BASE' d 0'P _ vim, �i �� �� -BOTTOM �h� DIA. �o J'a• CROSS-SECTION BASE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION DATE: DATE: DATE: DATE: INVERT ELEVATIONS. CONSTRUCTION NOTES: TEST BY: TEST BY: TEST BY: TEST BY: INVERT AT BUILDING ' BY: WITNESSED BY: INVERT AT SEPTIC TANK(in) WITNESSED BY: WITNESSED BY: WITNESSED q 5 Lo INVERT AT SEPTIC TANK(out) PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: INVERT AT DIST. BOX(in) v/ .tea MIN./INCH MIN./INCH MIN./INCH MIN./INCH , INVERT AT DIST. BOX(out) INVERT AT LEACHING PIT BOTTOM OF LEACHING PIT `%d•`7�(� DATUM: � U.S.G.S. MAXIMUM GROUND WATER ELEVATION VERTICAL DATUM: A55unnl=0 OBSERVED GROUNDWATER BENCH MARK U S E D: GS/Dli Fr•1 D ©ti► ' 5.VN, CO2>:a r=F (SF-E- _FL AtA) � ELEVATION � L_o-t" 12 I v y i /VOTES J 5 E R L A MPIL DAj �) PkOPERTY L DIES Sf><OWN HEREON WERE CO F DEEDS 0 DED AT THE BARIMABLE COUNTY Ri5GISTRY 0 h REC R E AND DES NOT REPRES,EA/T AN 0A1 L.C. C. 2 8 70 8 I t f► pp N OTE: E X I S T 1 1.i G1 L E A G.{•1 'PI T TO i3>c /ll VND. ` ': >'SIG 1 q A p oR ACTUAL SURVEY 0 THE GRO Pu mPEi� � B GK.FI L:L.ED r1 / i CRITERIA U N �eU �1Q /.� S u �E 1q/�s JVIAaE o SIGN 7/-//S ToPor,�RAPN d A DESIGN FLOW: y01 /80 9l0 / �// G ,y /� �j /�,��ry (��p.Jy_�_ :.::�. t �'�`', "hC 'Y \ E J....,. ©�F�G.+6/ l L�VV✓ ��(..w 1`D 1 IL/f./V ,t/ T/L/T/�S W�i2E CoAKP/!� F'�C',dM fI{/f}/LflBL. i I 3) UA4XRGkoU D U u L Eit/G/ES` �` ur�r�r CoMPi9�cli�S A�cly P B /� A4 RAC©rtlD PLArttsA/NIG H / T6 orlcy $ 'F C01,157'&U C71 CA/ 75 = 3 3v G.♦' The BSC Group o �� � LOT � 4 L, ��t � _ ` D�'`ft�x � ,� � REQUIRED SEPTIC TANK: tj GAL. C. 9`y� 01 I �_` _� ,NvS,('o. r S PTIC TAN PROVIDED: = 1 t c� GAL. wrsTi.1l�i ��t (U _ 9 Q r a �Exvc, o FRANK 1 �� aov 4•- _ _ z w LOT ( ( Cape Cod Survey Consultants WHITING N Y 1 OI/FJE..f/A IN I,(p�► -J U \ P y s, No. 29969 0 :: ! q5. \ SIZE OF LEACHING FACILITY REQUIRED: •�^ssr ��Cr ERA°�Qa��. �i oo �� - �ri 1 DESIGN Sc PERC. RATE: G_Z MINJINCH 04 " l v W t ) f2 �.�ss�rr� o) 3236Main Street h , ,fixt/C� Z 5' ,ea14.0iA1� / 9�0 � � \a• Route 6A P oF•�-55/D�tl�4L L�l�c/L 11�2 VE oo�?,, I�gTE '� I p s / I; l - ?j3C� G �T� Barnstable Village MA 4 ;o ' t �• U P.eo�s,�',o �/4T0 S�o�J p i� 02630 i,r r i �y►2 1"' � '; �°p _ y a g 5 s�.�'-l: t 1 0� �} 617 362 8133 : Y J G �a h 0 0 A � � I � ToP coNcze•rE FLOOtz. / � � \ 98.10PROJECT TITLE: or N J �, / I SIZE OF LEACHING FACILITY PROVIDED: �iEPf�I R.••. �,tss� t I W :.. �, ,� SEWAGE DISPOSAL 9G<< � a I ►a � Df�+ir•-� >L(.®' t� � A t z sTo/� � P �I i-� GREGORY 's; r.,,. N, _ xr C. a TAYLOR "" :..: No. 2»>00 �) I s►4N Posr .1 ofrw U P ��a,t< �At.t_S 1 I S •5,t: x 2 S �PD SYSTEM DESIGN - p` .f�7(-, . ..•, .. .,. ,. . _ ,., .,. ,� � .,, .,:.. , , .. _.,ace;,>��. � .:4; � _ �OQ � ` c�� `k (oC a3oIF 50" W /80. 9w Rot-Tar�l -7ci .5,r- 4Pr> t/L 17AT� CB/DH F�c/D 7� s: �. ToT`rq �-- 1 0l� S F 7A P D o L.-/OO.DO , YaRMOUTH ROAD A PR 29 LOCUS PLAN: L� ( � ` /� 9 SCALE: I"=2083� ap`V (. I t YAl V t V I S } I � 1A. � h 50 MA DyAl J o y0 I�YJ'1�-S : C c.o r�T.� ►CIPP� ��J f FFtRsoAl A✓� PREPARED FOR J T LOx�-5T fl-we-w cati� a Tt >c- c..� �c N P I. Ta fag FPo w ,,,I` Pull l TAki /z U Z U �� t kt`��"r ►��, bG—PT7C r -t-3Ic �� tsT R4 T T1 a 3 ►.�5pr,�.t� �s -rU - - S�, T-.o-�3 I c_t T-Y O �o • �3� �4 t_ �t_ac.� ptL..troL..) E.� v ►�D F�' �33� R-•t•�I- - I °� `�•� DATE: NoV. to) i987 , c 15,255 _ 35Loa x 3 a 1 1 S G,•� �, �, �== u COMP./DESIGN: C.F,W./'S,A.t4 . CHECK: 5.A.A . /G.F.1M. • r� � oyTy� � .�=:��••r�� M��- eo DRAWN: G PLAN VIEW _ .. � �—•►�• " 7 1 FIELD: J.V /�.J• H •C � SCALE: 1 = 2p I RourE• •Z. • 2 FILE NO: FEET ,r mp,N Sr DWG. NO: 13[�O SHEET 0 10 20 40 60 JOB NO: 3- 18(6(a.�1 1 OF --DISTRIBUTION BOX DETAIL:1i SOIL TEST PIT DATA: 114DICATES SEPTIC TANK DETAIL. LEACHING DETAIL- REVISIONS: INDICATES V PERC. OBSERVED TEST GROUNDWATER NOT TO SCALE NOT TO SC LE NOT TO SCALE NO DATE NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR NO. OF OUTLETS: MANHOLE COVER LOAM 8 SEED REINFORCED CONCRETE. SCHEM 40 PVC. TEES TO BE CENTERED UNDER BROUGHT TO FINISH GRADE-i OR PAVEMENT TP TP TP TP I I - F 2. SEPTIC TANK TO WITHSTAND H-10 LOADING MANHOLE COVER. --- NOTES- lilt 111111,11 k I ( 11 (11:3 HI III I I I III I I GRD. EL. GRD. EL. GRD. EL. GRD. EL. it , till 77- UNLESS UNDER PAVEMENT, DRIVES OR I. DIST BOX TO WITHSTAND HAD LOADING 2 MIN.OF 1/8" GW. EL. GW. EL. GW. EL. Q_FILL GW. EL. TRAVELED WAYS,WHEREIN M-20 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TO 1/21, 12"MIN. SHALL'APPLY. _j PRECAST TRAVELED WAYS WHEREIN H-20 LOADING WASHED SHALL APPLY. STONE 5. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER I DIST I tj CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH BRAD[ BOX Ir- 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF 0 C3 C= 0 INLET PIPE EXCEEDS 0.08 FT./FT, OR IN PVC INLET PIPE- CM C:3 C3 M PUMPED SYSTEM. ji; 12 C�b� Q MIN. 0 Im cm C=3 t= C3 C3 a tb 0* NOTE: 71: b .1 pn.COVER 3. FIRST TWO FEET OF PIPE OUT OF DIST m 6 LEACHING PIT TO GENERAL NOTES: r_1 0'01-� . BOX TO BE LAID LEVEL. 4 b WITHSTAND H-10 LOADING a 0 cm CL PLAN VIEW w 1;� CM CM C3 0 UNLESS UNDER 1. THIS PLAN IS FOR DESIGN AND PRECAST REMOVEABLE_\ I PAVEMENT,DRIVE OR CONSTRUCTION OF THE SEWAGE ;HOftMAL WATER LEVEL COVER w 3/4"TO 1-1/210 C3 =3 C= C3 C3 00 - DISPOSAL FACILITY ONLY. 17 rr TRAVELED WAY WHEREIN r • Ly DOUBLE LEACHING PIT H-20 LOADING SHALL % I . %. 2- ALL CONSTRUCTION METHODS AND 17-1 L) WASHED 13 CM r= C-1 =r C=3 I= a APPLY. PROVIDE Uj MATERIALS SHALL CONFORM TO MASS. *-.";.,::�:.!.". ID LL STONE INLET TEE WATERTIGHT ILL no fines) :7 (,eoc, CA L�. D.E.O.E. TITLE 5 AND LOCAL BOARD w --r 00 C3 = C-1 c= c3 c o OF HEALTH REGULATIONS. JOINTS(typ) .1 P;ICAST 4'.0 MIN. OUTLET j--1 SEE V, PT NOTE 2 3. ALL PIPES LOCATED UNDER PAVEMENT LIQUID DEPTH TEE TANK 0 C3 C3 C3 C-3 C3 :!24 C3 13 OR TRAVELED WAY SHALL BE 4"OUTLET I ode -1 OC641 JOO SCHEDULE 40 OR EQUAL. ---------- DI A. BOTTOM ON LEVEL STABLE BASE -BOTTOM ON LEVEL STABLE DIA. CROSS-SECTION BASE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION DATE:' DATE: DATE: DATE: CONSTRUCTION NOTES: INVERT ELEVATIONS. TEST BY: TEST BY: TEST BY: TEST BY: INVERT AT BUILDING WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: INVERT AT SEPTIC TANKOO INVERT AT SEPTIC TANK out 25-&0 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: INVERT AT DIST. BOX(in) MIN./INCH MIN./INCH MIN./INCH MIN./INCH INVERT AT DIST. BOX(out) INVERT AT LEACHING PIT DATUM: BOTTOM OF LEACHING PIT 1O. U.S.G.S. MA.XIMUM GROUND VERTICAL DATUM: A55UMC-wD WATER ELEVATION Q� BENCH MARK USED: C-5/0H 1=t,4D nkl 15-W, c0i�-�JSR- (!a�as 1PIL-AI-A OBSERVED GROUNDWATER ELEVATION \9 3 NO 7-6,5 tZ PROP5R7-Y �IA1613 SHOWN 14,C RHO AI WrRc COA4PILED FROM A PLAN ku V) V) cCORDED A- REGISTRY OF DEEDS R, r THE 8ARIVSrA8LE coumrY ON L.C. C. 26708E � AND DOES Nor REPREsEw' AN ACTUAL SURIEY OAI rHE' GROI)ND. f C21(4 t-10-rs; E>cjs-riw(� LF-Ac-.H 'ffr TO E;E 'PUfY�PED le 15ACk4,frILLSO A140/0p_ Z)-rI41S 7-o,0o6RAP1_11C 5U�ZW71 WAZ5 MA,0�5 , oAj -rxlE c7R_c)uAjD REMOVED - tl SIGN CRITERIA. t, 0 one 'DESIGN FLOW: s 6 00 sol 50 001 3) UA1PEjQ_(5k0UAJ CoAf 101LE19 F-R,.OM A V,4 4,64Z_ 180-96 D D7 W45-R-,5 -14.17-, CoMpq,<11455 Aq47 R4ec0R.nsc;F Pt-"S Cr .17 v IF y " 1.14 K. OX14tl 46&1'� c C/l/5 7-&U c C3 ,'%0,PR,(VX 14$716 4-.p 9 S -_,a Pr 7 t ec;e x > The BSC Group L o T REQUIRED SEPTIC TANK: (q C Is 7_55 i- 51 F. OF �Pti7� x. 1 GAL. SEPTIC TANK PROVIDED: I GAL. C. I)Jv"&o WHITING CD FRANK c" A5 LoT 0. 29869 .00 Cape Cod Survey Consultants o SIZE OF LEACHING FACILITY REQUIRED: Tr at oOP DESIGN PERC. RATE- MINJINCH _j U 3236 Main Street SZ jp,�I.0 0 A511 7-C' 5 7_1-1VC7 pc> Route 6A 94e7l-0 S. o14' 7'W/Z_ Barnstable Village MA 41 02630 N 617 362 8133 0 -rop cc>r4c_R.F_TE FLOO)z. F-L . 98.10 N PROJECT TITLE: k4s SIZE OF LEACHIING FACLIITY PROVIDED: V) GRE DRY 777 b6,i_P )L4,* t_� A SEWAGE DISPOSAL OR TAYL NO. 27-.170 1. Sn" POST, IIQ A SYSTEM DESIGN 6c*300 so od w (51' DATA' CB/OH rva L OT G -Tcr� L pr� /00.00 9 tj -3 57-7 A .\0P LOT 3 YARMOUTH ROAD PLA�J 2-LB-70SAI 'k LOCUS PLAN: :SCALE: 1"=ZO831 HYAW NJ 1 5 ) MA. m1q Or!AIAI • 0 Al Aylg' 77c� PREPARED FOR: O-AD'5rr 0-'F- T'IA-e- 4_,6_A-c_ (4 T)t-r -rin Rot Vj PUR17-AjQ IZUZU ep 0 Z,) E_X t-0 c, -S G-P T7 c r-A"--mF Ica A, j�-3 T la>0 T1 cri.,z) 7S��-ToT A L F-LcFc,3 tj V-�,n e- F2- 2,C) P-0 L. 49 -wt -DATE: �AoV- to) ige-7 I gs C,.P. >1 COMP/DESIGN: C.F.W./151A.H. CHECK: S AA- PLA[q VIEW DRAWN: wl FIELD:D: ze FILE NO: FINE 0 10 20 40 (00 FEET DWG. NO: 1300 SHEET L _I!"MIN. 4" INLET nh ii-11"_ JOB NO: 3 646,col , I OF T -----------