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HomeMy WebLinkAbout1500 IYANNOUGH ROAD - Health 15S0 Iyanough Road �� Mli5xll A= 253-020.. t� 3 o t P { L w k, s tA. N 4 l No. Fee t ® ram' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliratlon for ;Disposal *pstrm Construction 3pPrmit Application for a Permit to Construct Repair Upgrade �A�b.do ,,/Complete System ❑Individual Components PP ( ) P (') Pg ( L`J� Location Address or Lot No. g kyam tV"M W6,Ei "Prb ner's Name,Address,and Teel.No. BA .1 I',+t n�,ti GYPE Gob Ft v E ceySf Assessor's Map/Parcel Z S'3 v LO- 6C2 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. C.c. —ki, Tpv"rW, 1141 5' Dt"oAms P*T* S.M-WAU5, %4- Sv g-348-e 8t Type of Building: *3 p�400 sk pf (Sc") J Dwelling No.of Bedrooms NIA, Lot Size 4.11 k"S sq.ft. Garbage Grinder( ) Other Type of Building G ost 1KCK4C.tA _ No.of Persons NV!- Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) K -koVe 9XI- V44 SFI°tcc- T*4*4 t Aw-6 c celieELQf FOC VIA eT1e,A-X! 4u.&j 6.44aA* Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in . accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of It Signe Date l l•Z'201�- Application Approved by Date - Application Disapproved by Date for the following reasons Permit No. 2-y I -) - �( 0 Date Issued it ` -- ----- r',r..w..r a+tl�'s`k+. .�'+S—.'"�'*}.,, _.^. i�yru..'—r ..°5^r% ..Jsr.,,�. �.;� `»s:.1 "� � � "',�, ,� -fi. :} y+' �• �. "s"-.. G ( Sr No. I U Fee Z THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION,:- TOWN OF BARNSTABLE, MASSACHUSETTS ZIppfication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( )A andona V) RComplete System El Individual Components Location Address or Lot No. i 62,0 t%jAj4 t a 0U6 h tw R A -Owner's Name,Address,and Tel.No. SA" TT%A—. «1f'E t'ou Five e_-,6V1'f 'W+n34r5 Assessor'sMap/Parcel IS3 ow- acc> Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. G- e. t0W5Ts2uc.TiW, ►Nt is P'AmONASAAT►1 S-EtEV1J15, 1-4 So$-316•l&1 -+^ Type of Building: ?p,*0 S R r"f �O c-D,J) * Dwelling : No.of Bedrooms N/A Lot Size i•1"/- L R•r S sq.ft. Garbage Grinder( ) Other Type of Building G ow,w t:IV-4,k - No.of Persons IJ 1d4 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title «. Size of Septic Tank Type of S.A.S. .r• Description of Soil . Nature of Repairs or Alterations(Answer when applicable) RE.+uoyt EXrSTiN(r JrhTtL ?,rNltf `,{wlj cCAG+thr#ELQs - y1C OI�fA fTfl/1711 �tbI.&IJ AJ Date last inspected: Agreement: R The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of - Compliance has been issued by this Board of—Health, Signe pl. Date 11 2 '2,l } Application Approved by iv4, �l Date Application Disapproved by V Date for the following reasons Permit No. 0 7 - ?c1 o Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS,IS TO RTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned ^� - - has been constructed in accordance - - with the provisions of Title 5 and the for Disposal System Construction Permit No. G/ 7—'dated Installer Designer #bedrooms Approved-design o� gpd The issuance of this, ermit hall not be construed as a guarantee that.the sy em will fundti' as d i�ed Date 1 � Inspecto - � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS i - �is�osaY �pstem construction berm"t�... r` Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( System located at / .0 / v G✓ ...�� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ' 4 Title 5 and the following local provisions or special conditions. Provided:Constrticion must be completed within three"years of the date of this permit. Date 1 q ( 7 Approved by r � • t � V a ;off Commonwealth of Massachusetts `1• _ ,1 . Title 5 Official Inspection Form p� " / Subsurface Sewa ge Disposal System Form 1`cC' - Not for Voluntary Assessments cam.. u 1520 I � ann ou h Road Rte. 13 < F�" 2 Ethan Alien Furniture system Property Address Owner D&C Investment Corp. C/O Chris Raber, Cape Cod Five information is Owner's Name required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not use the return Joseph R. Smith key. Name of Inspector Bennett Environmental Associates, Inc. Company Name 1573 Main Street/P.O. Box 1743 Company Address Brewster MA 02631 City/Town State Zip Code 508-896-1706 S14994 Telephone Number License Number B. Certification 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 the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ❑ Passes E Conditionally Passes ® Fails ❑ Needs Furth Evaluation by the Local Approving Authority 1-15-14 e' spe or's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. I t5ins•3/13 Title 5 Official Inspection orm:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 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. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface •Sewage Disposal System Page 2 of 17 P Y 9 Commonwealth of Massachusetts 0iv Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 public health, safety or 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 public health, 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is.within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or ® El 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 Y day flow l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M ,. 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of 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. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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 If.you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner. Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A). ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information Description: Commercial Use system is comprised ka:H:-1 septic tank, and a 6' diameter leaching pit surrounded by 4' of stone. Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system?-(Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): See Details Detail: Ethan Allen and Mid-Cape Home Centers Have shared water usage between one common water meter. Combined water usage records below: 2011: 56,000 gallons = 153 gpd 2012: 102,000 gallons=279 gpd _2013: 56,000 gallons= 153 gpd Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Retail Store Design flow(based on 310 CMR 15.203): 50 gpd (750 gpd) Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): per 1,000 sq.ft. (15,000 sq.ft) Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: Attached as addendum from Barnstable Water Dept. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c�M 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Currently in use Date Other(describe below): General Information Pumping Records: Source of information: Town of Barnstable B.O.H — None on file Was system pumped as part of the inspection?. ® Yes ❑ No If yes, volume pumped: Ism;f1UW5 gallons How was quantity pumped determined From Pumper Neighborhood Wastewater Services Receipt Attached Reason for pumping: System Components Backing up and overflowing. 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: No info on System approximate Age on File with B.O.H, Building was erected in 1976 Were sewage odors detected when arriving at the site? ® Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 2.0'feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): 100'+ Distance from private water supply well or suction line. feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints and venting are functioning properly, no evidence of leakage encountered while inspecting building sewer line. Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 7el—voatic)n. oncrete 1,000 gallon septic tank inlet riser to grade, outlet riser within 12"of final grade Concrete inlet and outlet tees both intact and operating correctly. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1,000 gallons Sludge depth: 0" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official' Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle N/A tank pumped during inspection Scum thickness N/A tank pumped during inspection Distance from top of scum to top of outlet tee or baffle N/A tank pumped during inspection Distance from bottom of scum to bottom of outlet tee or baffle N/A tank pumped during inspection How were dimensions determined? Tape Measure, Sludge Judge. Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Septic Tank Pumped at time of inspection. Both concrete inlet and outlet tees are functioning properly. Liquid level as related to the outlet invert is above normal operating height, into septic tank riser(picture addendum attached). No evidence of leakage encountered while conducting the inspection of the septic tank. Septic tank appeared to be structurally sound (picture addendum attached after pumping) Grease Trap(locate on site plan): Depth below grade: feet 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: Date ' t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Ethan Alien Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five. Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fibergl ss ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes -❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M s 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No D-Box Present Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No D-Box Present Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes [-I. No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: 6' Leaching pit with 4' of stone surrounding it, with access cover to grade, was overflowing at time of inspection and also pumped at time of inspection (picture addendum attached) t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: (1)6' pit with 4' of stone ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching pit was overflowing at time of inspection and also received pumping at time of inspection. Pit shows signs of hydraulic failure and was overflowing ( picture addendum attached). Soil was saturated, vegetation in immediate area was normal. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough.Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection D. System Information(cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ® drawing attached separately r ®0 I 0.__. tj c P (" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments c�M 1520 lyannough Road Rte. 132 Ethan Allen Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. CityFrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar ® Shallow wells Estimated depth to high ground water: 13+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: USGS Groundwater contour Maps You must describe how you established the high ground water elevation: Established estimated depth to high groundwater by referencing the Town on Barnstable As-Built plan on-file dated 01/03, which places the area of the leaching pit at elevation 55.0'. The bottom of the leaching pit was measured to be 9.0' below final grade elevation, which places the bottom of the leaching field at elevation 46.0'. Groundwater elevation was also verified using the USGS groundwater contour maps, which indicate the actual groundwater at a depth of 33 feet, from the grade of the property. This leaves a 13.0' seperation to groundwater. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Ethan Alien Furniture System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 1-9-14 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 f Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.1 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 7/11/2000 BILLED .00 17.00 17.00 7/28/2000 PAYMENT 0 17.00 0.00 .00 10/24/2000 BILLED 55 .00 113.00 113.00 11/22/2000 PAYMENT 0 113.00 0.00 .00 1/4/2001 BILLED .00 18.00 18.00 2/1/2001 PAYMENT 0 18.00 0.00 .00 3/19/2001 Adjustment .00 46.00 46.00 3/23/2001 PAYMENT 0 46.00 0.00 .00 4/12/2001 BILLED 36 .00 79.20 79.20 5/3/2001 PAYMENT 0 79.20 0.00 .00 7/3/2001 BILLED .00 18.00 18.00 7/30/2001 PAYMENT 0 18.00 0.00 .00 12/1/2001 BILLED 33 .00 74.10 74.10 12/12/2001 PAYMENT 0 74.10 0.00 .00 1/30/2002 BILLED .00 18.00 18.00 2/12/2002 PAYMENT 0 18.00 0.00 .00 3/14/2002 Adjustment .00 46.00 46.00 4/19/2002 PAYMENT 0 46.00 0.00 .00 5/17/2002 BILLED 27 .00 63.90 63.90 7/2/2002 PAYMENT 0 63.90 0.00 .00 7/8/2002 BILLED .00 18.00 18.00 8/1/2002 PAYMENT 0 18.00 . 0.00 .00 11/19/2002 BILLED 25 .00 60.50 60.50 12/12/2002 PAYMENT 0 60.50 0.00 .00 1/9/2003 BILLED .00 18.00 18.00 2/3/2003 PAYMENT 0 18.00 0.00 .00 4/8/2003 BILLED 42 .00 89.40 89.40 5/2/2003 PAYMENT 0 89.40 0.00 .00 6/10/2003 Adjustment .00 46.00 46.00 7/1/2003 PAYMENT 0 46.00 0.00 .00 7/3/2003 BILLED .00 21.00 21.00 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.2 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 7/30/2003 PAYMENT 0 21.00 0.00 .00 11/25/2003 BILLED 53 .00 138.50 138.50 12/10/2003 PAYMENT 0 138.50 0.00 .00 4/15/2004 BILLED 29 .00 70.30 70.30 4/28/2004 PAYMENT 0 70.30 0.00 .00 512612004 Adjustment .00 46.00 46.00 6/25/2004 PAYMENT 0 46.00 0.00 00 7/8/2004 BILLED .00 30.00 30.00 7/23/2004 PAYMENT 0 30.00 0.00 .00 10/4/2004 BILLED 39 .00 106.00 106.00 11/2/2004 PAYMENT 0 106.00 0.00 .00 1/1/2005 BILLED .00 30.00 30.00 1/25/2005 PAYMENT 0 30.00 0.00 .00 4/1/2005 BILLED 38 .00 106.00 106.00 4/29/2005 PAYMENT 0 106.00 0.00 .00 6/9/2005 Adjustment .00 46.00 46.00 6/30/2005 PAYMENT 0 46.00 0.00 .00 7/6/2005 BILLED .00 30.00 30.00 8/1 712 0 0 5 PAYMENT 0 30.00 0.00 .00 10/3/2005 BILLED 36 .00 102.00 102.00 1 1/812 0 0 5 PAYMENT 0 102.00 0.00 .00 1/4/2006 BILLED .00 30.00 30.00 1/5/2006 Adjustment .00 50.00 80.00 2/8/2006 PAYMENT 0 30.00 0.00 .00 2/8/2006 PAYMENT 0 50.00 0.00 . 30.00 4/4/2006 BILLED 40 .00 160.00 160.00 4/13/2006 PAYMENT 0 160.00 0.00 .00 6/8/2006 Adjustment .00 46.00 46.00 7/7/2006 BILLED .00 80.00 126.00 7/24/2006 PAYMENT 0 46.00 0.00 80.00 8/3/2006 PAYMENT 0 80.00 0.00 .00 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.3 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 10/4/2006 BILLED 36 .00 152.00 152.00 12/12/2006 PAYMENT 0 152.00 0.00 .00 1/2/2007 BILLED .00 80.00 80.00 1/22/2007 PAYMENT 0 80.00 0.00 .00 4/4/2007 BILLED 37 .00 154.00 154.00 5/2/2007 PAYMENT 0 154.00 0.00 .00 6/1 312 0 07 Adjustment .00 97.00 97.00 7/5/2007 BILLED .00 123.00 220.00 7/11/2007 PAYMENT 0 97.00 0.00 123.00 7/24/2007 PAYMENT 0 123.00 0.00 .00 101112007 BILLED 30 .00 183.00 183.00 10/22/2007 PAYMENT 0 183.00 0.00 .00 1/2/2008 BILLED .00 123.00 123.00 1/25/2008 PAYMENT 0 123.00 0.00 .00 4/2/2008 BILLED 31 .00 185.00 185.00 4/22/2008 PAYMENT 0 185.00 0.00 .00 6/18/2008 Adjustment 00 97.00 97.00 7/7/2008 BILLED .00 123.00 220.00 7/14/2008 PAYMENT 0 97.00 0.00 123.00 7/28/2008 PAYMENT 0 123.00 0.00 .00 10/1/2008 BILLED 29 .00 181.00 181.00 10/20/2008 PAYMENT 0 181.00 0.00 .00 1/5/2009 BILLED .00 123.00 123.00 1/26/2009 PAYMENT 0 123.00 0.00 .00 4/1/2009 BILLED 27 .00 177.00 177.00 4/23/2009 PAYMENT 0 89.00 0.00 88.00 5/1/2009 PAYMENT 0 88.00 0.00 .00 6/8/2009 Adjustment .00 97.00 97.00 7/1/2009 BILLED .00 123.00 220.00 7/16/2009 PAYMENT 0 97.00 0.00 123.00 7/20/2009 PAYMENT 0 220.00 0.00 -97.00 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.4 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 10/1/2009 BILLED 26 .00 201.00 104.00 10/23/2009 PAYMENT 0 104.00 0.00 .00 1/4/2010 BILLED .00 123.00 123.00 1/25/2010 PAYMENT 0 123.00 0.00 .00 4/1/2010 BILLED 27 .00 204.00 204.00 4/26/2010 PAYMENT 0 204.00 0.00 .00 6/24/2010 Adjustment .00 97.00 97.00 7/1/2010 BILLED .00 123.00 220.00 7/26/2010 PAYMENT 0 97.00 0.00 123.00 7/26/2010 PAYMENT 0 220.00 0.00 -97.00 10/1/2010 BILLED 26 .00 201.00 104.00 10/18/2010 PAYMENT 0 104.00 0.00 .00 1/3/2011 BILLED .00 123.00 123.00 1/24/2011 PAYMENT 0 .123.00 0.00 .00 4/1/2011 BILLED 26 .00 201.00 201.00 4/19/2011 PAYMENT 0 201.00 0.00 .00 6/27/2011 Adjustment .00 97.00 97.00 7/1/2011 BILLED .00 123.00 220.00 7/19/2011 PAYMENT 0 97.00 0.00 123.00 8/11/2011 PAYMENT 0 123.00 0.00 .00 10/3/2011 BILLED 30 .00 213.00 213.00 10/31/2011 PAYMENT 0 213.00 0.00 .00 1/5/2012 BILLED .00 123.00 123.00 1/31/2012 PAYMENT 0 123.00 0.00 .00 4/3/2012 BILLED 51 .00 282.72 282.72 4/30/2012 PAYMENT 0 282.72 0.00 .00 6/7/2012 Adjustment .00 97.00 97.00 7/1/2012 BILLED .00 123.00 220.00 7/3/2012 PAYMENT 0 97.00 0.00 123.00 7/31/2012 PAYMENT 0 123.00 0.00 .00 10/5/2012 BILLED 51 .00 282.72 282.72 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.5 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 10/26/2012 PAYMENT 282.72 0.00 .00 1/4/2013 BILLED .00 123.00 123.00 2/5/2013 PAYMENT 123.00 0.00 .00 4/3/2013 BILLED 28 .00 207.00 207.00 5/10/2013 PAYMENT 207.00 0.00 .00 7/3/2013 BILLED .00 123.00 123.00 8/2/2013 PAYMENT 123.00 0.00 .00 8/13/2013 PAYMENT .00 0.00 97.00 9/17/2013 PAYMENT 97.00 0.00 .00 10/2/2013 BILLED 28 .00 207.00 207.00 11/6/2013 PAYMENT 207.00 0.00 .00 1 M F^, '*„ �i 'kf� .;�- � 1 .ri�":�saw....=rx as I �. j.., t.�•, r t t E� ,y:_".�F' "r ..��' �.q. 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I : ELL WELL fts 54 , o i a t 9 54� lA,q� r09A,44 I r @4a U!<QIft 00, ° 0�nay �R $� . i 0-0 F EXiS'ii{d .5EPT1 S�S'it kt CONSIt ©F,1OW-GALLON P110 TANK t 6-FOOT DIADEM LEACHING PI'�'. 4GFEET.OF.STDNE i L(?CA'EtON.. 5{ZiN OtA.°fEiV T SEPARAT �UIFt, UYERS CQRE'ORA770h2 01Li, . itOU'T1 g2; IYAPf{d(S,. lA.;..DAT, 5/31n/�9}5,.TCf�rY F�NUyGa 30t�tdot+ A'14f{IIS.V Ira a6.7._R!1'SIt7 +a4+..LG YAR 20745 nriiirmceririRoM++etrruTEcra�o poles irie BaI!!StO1@.Hgal�tl pepartrYl@Tlt�S PROJECT# 5936 00 WO ft fl faml Perk . . ..... 0� 3 /J�,a ltamm�,so-a, Built Septic System Plan DATE. L I n yr saao<a►aa, u.Qoi,o ort�o 520{ aMOU h Road SCALE: 9 NTS �: y . 9. cs00). Hyahnts,Massachusetts I DRAWN JP lam_ Ppl�.<` ► G I. =I YOTH ,y EXIST LOADING AREA. WWI 2 N f .EXIST BtUDING Y1;1. tJo°Prz- 1 b N � 4 19 A � \ PARKING LL 1 at, '- IP 12/23/13 Map Town 6f Barnstable Geographic Information System New Beat Parcel Viewer11 custom Map Abutters Map size [3 Zoom OuttlMonfl d®391fIn Turn map layers on/off by 3PG selecting check boxes below . cam`• - f j X so I y 11 �aapt7a7rs7inmr Zm Q AE-100 year flood )( 992., 51t t/ ..r <O , r - r r"275058 / X '� �• A tt4 / E AO-100 year flood X 53 05_•'a:; • _ _ _7r .`Bt4fi X mot;" d VE-Velocity Zone 0.20/o ,�L-'� ��•:2540I8, �' X 41•.I Annual Chance Flood i I I 1 ..,'.�'��. O` ,+�. � •�I \ f 4} '"� (3 Open Water 3540f8 fj �`• �i%J JC Q Neighboring Towns Iloilo ,ya E41 Water �� -'• {_ 1 r + 'f , streams 55.33 ---- f S r �O Y7d/Cl3&-SW W,�142 t� 1( 11 f\ $ ❑J Jetties 5305 p\ Edge of Water X w z540ta- �t 1. r= 1 � �" tl 1sa2� --- --- �� v 1. •�a,.. h+�,>L 27so0t d Marsh * , A 346 74 X 42 647 _ � -` 0 Drainage Ditches 253020B00 ky - ,,� i�/ �V tl t530 •. 'Sn;• I. i lr (w',C./. ��\`�:. _ ��:.'� ' Water Bodies Ej 01585 '- t�r a l,'f, ._ s i i l4, F t p • ❑ Transportation { f � j J 1 t 1i �• `J Major Road Centerlines / r. r '• — ~t -1 �\ It "X J2.66 ,(,}}. t PQ�" Road Centerlines .c \`, l i — 253°17XD2 ' '� -� �� �\ - 61 l jrt \. fl f• + $M1 eyl X 55. k.,253026ro0 f}! ± X 65 r;. - ❑ Edge of Road Unpaved 01585 t / I 253020F00 , s:fI p s :> 3� �'•• 1520 — !Jt Q— Edge of Road Paved X t,.yr .� t� t 81470y11'f 253019TD0•^ 0 Railroad Tracks 81575, �` - ~,1.tt It -253018. g /J —I- 81555 k ., \ \ !} tl+. 33.1 t °z53D15 J x t ; }15 o��p r ❑ Bridges A 1591 _♦ - i� 545 J .L,/J, y i 1 `-1: > >,I zi �. lti 1 ! 253D 18001 X - friar �c�� A1513 0 i ' 1rj; ❑ Roads 253014X03 _ I 274°°2 Paved Road 25 4 ID/ R 81481^\ ,ill r-r 81.43'0 �- is 11 * R 1 I i X 4513S ' u ; .�\ Unpaved Road Structures Set Scale 1"=1 MAP DISCLAIMER 177 Aerial Photos 4 Copyright 20052010 Town of Bamstable,MA All rightsresewed.Send questionsor comments to GIS BarnstablehiA v1.2.4748[Produc Con] ma s.tomofbarnstable.us/arcims/a eoa /ma .as � ro er D=253020B00&ma arbac1--253020B00 1 P Pp9 pp P P P P � PP 1/ f 12/23/13 Print Page e Q y ► $ 249453.73 • Sales History-Map/Block/Lot: 253 /020/B00 -Use Code: 3220 History: Owner: Sale Date Book/Page: Sale Price: D&C INVESTMENT CORP 4/15/1995 9646/098 $700000 MYERS CORPORATION 12/15/1988 6562/285 $1 MYERS 132 CORP 3/15/1986 4976/330 $1 MYERS CO INC 3/10/1976 2309/98 $0 Photos 253 /020/B00 -Use Code: 3220 Sketches -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 22 TKO As Built Cards:Clickcard#to view: card #1 Constructions Details -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 www.town.barnstabl e.ma.us/Assessi ng/pri nt13.asp?ap=0&searchparce1=253020B00 2/4 12123/13 Pint Page ituilding Details Land Building value $ 1,308,200 Bedrooms 00 USE CODE 3220 Replacement Cost $1,886,744 Bathrooms 0 Full Lot Size (Acres) 4.72 Model Ind/Comm Total Rooms Appraised $ 936,400 Value Style Showroom Heat Fuel Gas Assessed Value $ 400 Grade Average Heat Type Hot Air Year Built 1976 AC Type Central Effective depreciation 30 Interior Floors Carpet Stories 1 Interior Walls Drywall Living Area sq/ft 30,000 Exterior Walls Concr/Cinder Gross Area sq/ft 32,255 Roof oofFlat } Structure Roof Cover Metanin • Outbuildings &Extra Features -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 Code Description Units/SQ ft Appraised Value Assessed Value SPRl SPRINKLERS- 30000 $ 77,700 $ 77,700 WE PAVI PAVING 24000 $ 41,500 $ 41,500 ASPHALT • Sketch Legend Property Sketch Legend 1132N Barn-any2nd storyarea FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area (Finished) SOL Solarium BMT Basement Area FUS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story (Finished) CAN Canopy GAZ Gazebo UAT Attic Area (Unfinished) CLIP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area (Finished) GXT Garage Extension Front UST Utility Area (Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) vm w.town.barnstable.ma.us/Assessing/pri ntl3.asp?ap=0&searchparcel=253020B00 3/4 r NEIGHBORHOOD WASTE WATER • SERVICES f1VOICe W YARMOUTH,MA 02673 Date Invoice# 350 MAIN STREET 1/10/2014 5060 Bill To Job Site DAVID BLOTNICK 1520 IYANNOUGH ROAD PO BOX 1827 HYANNIS,MA 02601 PALM CITY,FL 34991-6827 US US P.O. Number Terms Due on receipt Description Price Each Amount PUMPED 2500 GALLON FROM COMMERCIAL SEPTIC 454.00 454.00 454.00 0.00% 0.00 i Payments not received within 30 days will result in a finance charge of 1.5%per month or an annual percentage rate of 18%. Total $454.00 Please make checks payable to Neighborhood Waste Water Services.Thank You. Phone: 508-775-2820 Fax: 508-778-9628 TOWN OF BARNSTABLE LOCATION 15ild SEWAGE# VILLAGE IAE gKtI ASSESSOR'S MAP&PARCEL -C.1-6 49U O INSTALLER'S NAME kPHONE NO. 00� ( c('� SEPTIC TANK CAPACITY LEACHING FACILITY:(type)-izC?-(Gi-t— (size) -7e=is NO.OF BEDROOMS [Zort-R-zi L -1(7r�6wC- OWNER C.0 9 l % C PERMIT DATE: 1•-1 COMPLIANCE DATE: ' Separation Disiance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'S� Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) t Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /3r 4— Feet FURNISHED BY Ae.,A, f L 1 \\ O � o o � \ o o , C � i r . - 1 •V No. 0 37 Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in co uter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes av plir t�n Bis�posar �pst Coustrurtion Permit / , . Application for a Permit to Construct( ) Re i ) Upgrade( ) Abandon( ) ❑Complete System (Individual Components Location Address or Lot No. 5 0�0 P1 j 3 Owner's Name,Address,and Tel.No. fi 10-0 Ces)tl- ✓i o,,gyp}L /O Assessor's Map/Parcel a,5 3 aao /3� �a s Installer's Name,Address,and Tel.No. •���- ��'��o Designer's Name,Address,and Tel.No. 516 16-70/-`)(st � fa Zr,C, �{sTr�uS��yR� Y.�f/t. tV�e �cl��nrz+etror� ��Nc�c'�P.�sf-� Meth dl oaco v-a-&o Type of Building: Dwelling No.of Bedrooms Lot Size ° 7a AC—sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title (A,° Size of Septic Tank elCi ;ng /Q(,29ga Type of S.A.S. r O $ Description of Soill�� Z�a Nature of Repairs or Alterations(Answer when applicable) ` iS��y union - ccmX r - , o Da a last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environments �nottoace the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date C Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0 / Z Date Issued �� r 'A �n / �. � �. - bU No. >,r "ie`k i9' e � f Fee THE COMMONWEALTH OF MASSACHUSETTS. Entered in computer: Yes - PUBLIC HEALTH DIVISION TOWN OF B° RNSTABLE, MASSACHUSETTS plicatibfi br Vis posa I *Ps W,mCoostrurtion ertnit Application for a Permit to Construct( )" Repair U grade( ) Abandon( ) t 3❑Complete System individual Components Location Address or Lot No. �� F 3 j0 �jner's Name,Address,and Tel.No. 'yl 7y-7�- yU�I Assessor's Map/Pazcel'o2S 3 0 i!�cv -� 6w/�GL/7y ,414 6�3 f �. sta er's Name Address and Tel.No.�`�•.y �- &,S'a Co Designer's Name,Address,and Tel.No. S'a' 5 Irtte; 2c f,bra,lnc, �ls'Trr�us�r�/P, /.�r�.1Cd-Vt A/,�e r✓i� � eu'c�5 .7�NUr{G�S-IL �Ict rs�,Urs/\A;t15 vLt�l oxo yFl 1-� a vl c�a-�� 1 T)rpe of Building: Dwelling No.of Bedrooms Lot Size ' 7.Z 14C"sq.ft. Garbage Grinder( ) Other Type of Building ' No.of Persons Showers( ) Cafeteria( ) g. Other Fixtures Design Flow(min.'rre uired, gpd Design flow provided gpd Plan Date 7 /la / Number of sheets Revision Date Titl CAkr ' Curt - CS Size of Septic Tank °�-X'�5�ne3 /GYM f� Type of S.A.S.4,eJd 04 49 g10 S&�- S _ Description of Soi— � L0 9 "a Nature of Repairs or Alterations(Answer whWappticable)`&,G r ,; �}xsrYl�e► 1�1 a Date last inspected: ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on_site'se_wage•d'sp,sal system in accordance with the provisions of Title 5 of the Environment - e a d not to place the system in operation until a Ceficate of system Compliance has been issued by this Board of He t Signed Date ;v1,L �(y Application Approved by I/in. A=�ee C Date S� lz Application Disapproved by Date for the following reasons � Permit No. U ( - / l Date Issueda°� 0 ._:_ ... .. - - ------------------------------- ,.�s+e - --"----------- ---' ate---• - --`------'-----'--------'-.' THE COMMONWEALTH OF MASSACHUSETTS ;`�'BARNSTABLE,MASSACHUSETTS (Certificate Of CompYIATYLP THIS IS TO CERTIFY,that the 03ksite Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by 0)0,40(0-ttC at IS010 PVU-f, ( zt"y 4_ "� fias been constructed/in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q/l�7 dated Installer '�.Xj r-It,((� �C 1100 .�./n C- Designer &Kit;(- I rn -#+ ooms f,G Ta V'' r Approved des' n w I 6 Cf y gpd The issuance of ' t h I o be construed as a guarantee that the system wi,1`func' Js des" / Date Inspector / /�f r No. j / � _ Fee �U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem ConstCUCtiou Pprmlt Permission is hereby granted to Construct( ) Repair(� JJUpgrade( ) Abandon f")Uu..C. ( ) System located at 0 --��, �. "F V GtL n Y)/ 5 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc io7;nst be completed within three years of the date of this permit. Date Approved by �= I i - C 3M, i MAY-08-2014 20:34 From: To:15087906304 Paee:111 J Town of Mrastalble Regulatory Services y hArd Ric V.Scali;Interim D rector eaneagrna�}l. " . Public Health Division Thoma McKead;Director 200 Main Street,Hyannls,•MA 02601 Office: 508862-4644 Fax: 508-790=6304 Installer&besigger Ceedfli cation Form Date: =��'`� Sewage:Permit#t '?oli1�/�� Assesso�'R MaplPar.�l 2S3 .�o q Designer:, �.zx kr. -�_1�1 installer:. Address: 7a K&&n6 St-, Address: V n. ids '0'/ Anp� Okvefn 'QZ&O I [V IG kyns *1 L YR- On 5� 13er4ti,le 1}; C ,� _ ryas iswed aperinit.to install.'a (date) (installer)' septic system at 1 as Ala a �2�- 1:3 z based on a'jcslgii.diawn by ( ress) dated' ( lgner) y I certify that the septic system referenced above was installed substantiali}p according to. the design, which,may include minor approved changes such as laferal relocatioh,of the distribution box and/or septic tank: Strip out (if requirai) was inspected od the soils were:found satisfactory. I certify'tbal the septic system referenced above was installed with maj.br changes (i:e, ;greater than �4'lateral relocation of the SAS or any vertiee[relocation of any component of the septic sydem).but:in accordance with.State.&Local'Regulations. Plar:xevision or cectifred as:bui.1 by.designer to follow. S.t p out(if required)was inspected and the soils: were.found'satisfactory.. I'certify that:the,system referenced above was consiruotcii'in compliance with the tenus of Ebe AA-Pap, tters.(if.appiicabte) a 4 STEPHItg •. ,' (Installer's;Signatuce) rit.. �►.. tiVl1 S N Cn . " N4,_80219- m �a•�FG. ��0 . e grier''s,SignaluTC)' PLEASE I1ErTURN TO.BARNSi'ABLE:PUBLIC HEALTH..DI � SIOIV. .CEIELTI�+ICATE OF COAffLIANCE 'WILL, NOT BE ISSUED UNTIL BaM THIS FORM AND A& .BUILT CARD ARE'RECEIVED BY THE BARNSTABLE_PUBLIC HEALTH DI VISION. THANKNOU. Q.\S igVoiocr Ctr.fi icaliori Form Apy&.1441do6 .tN- z of 5 bjs:ciz)'. r _ T6,vvn�of Barnstable.. men i _Depart t of Regulatory Sen ces . I .:Public Health Divi4ion Date Sr Hyannis• r67P ag 200 Main rut Hyannl 02601 ' Data Scheduled Fee' P Time d. os l • Soil Su..italiilifj/Assesssrzent.fof�.Sel a e, ..leis] p a . -. ..- ..... .... .. Performed By: S r r� W l e-r, P Wlomssed By:: v CATION R RAL INFORMA N: LO : •GEN TIO A o -Owner'smG pri cGeFs Se.r.rs r aG. LOCflt)Olt Address ig2.0 ��e-�Ne'Vy'h 2 0 !✓ q. Address Assessor's Map/Parcel:M,. 253/P&r-4 6Zo Enginecr'sNamo J3gx�r—a♦�ye NEWCONSTRUCTION REPAIR X : TclephoneA..5.Ofs ^77/^7502. A-and .. .. .. p .. .. ce Stan .. .. .. Use :i.. w r+t r.'v a_l a ( Slo es(io) surfs mbs ... ...... Dislances from: Open Water Body' it Possible Wot Arca ft Drinking Water Well R Drainage Way ft Properly Line ft:. Other p. SIC C'TCH:(Street name,dimenslons of lot,exact locnlions of lest holes.&p.rc tests,locate xvellands In proximity to holes) .. .. .. .:..:-: .:..:.: .:..:.: ..-. ...... ...... ...... ...... ...... .:..:.: .:..:.: .:..:.: .:..:.: .:..:.. .... ...... ...... ...... ....... ...... ...... ..... Parc g :: .. r nt materiel(geolo Ic) d C o u S(� Depth l o Ded ock P star let W it Face • Depth to,Groundw :Standlgg Water In Hole:::_ Weeping from Estimated Seasonal High:Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE r Method Used: : .. — Depth Observed standing in obs.hole: n. Depth to soil mottles: in Depth to weeping from side of obs.hole: 3v" 10.-1,Groundwater Adjustment fi .... Index Well A Rcading Datc: Index Well ievel Adj.factor Adj.Groundwater Level_ PERCOLATION TEST DRIB Time Obsern lon: Time at 9" Holeq.;.... ._. Depth of Pere Time at 6" Start Pre-soul;Time i Time(9"-6") End Pre-soak NOYt=.': fZ a�cr io;. n +a Inc cQ:, i ......: ...... Rate MlnJlnch ' • SiteSullabllltyAssessment: site Passed Site Polled: Additional Testing Needed(YM) Original:.Public Heeuh Division Observation Hole Data To:Be Completed:on Back-=-=-7-=- .. ...... ...... ...... ...... ...... ...... .... ...... ...... ...... .3.. ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one.(1)Week prior:to beginning,_ Q:HEALTHIW f/PERC iuv1 it 2C>13—075. i qs DEEP OBSERVATION HOLE LOG. : Hole:#. L_ Depth from Soil Horizon Soh Texture: Solt Color Soil Other_ Surface(m.) (USDA) (MdnF ) Mottling (Structure,Stones,Doulders. CiGrgyen ! C ♦ .. .. .. .. .. .. .. .. .. .. r .. y.O BM SAA fA 3 .. .. .. .. -. D-Co'.. . . /� Y.. . IQ ti'r2 ./ Y to ....... 2l>•.3G• �• a.rtr.Q. S -- WI Lo bytes . S 1 o i YL 4 .. a C CO^1WRer IO:YR —: C4 P1lr r�ao•a G O4 N/ Sanr� `a .. DEEP OBSERVATION HOLE.LOG Hole 9 2 Depth from Soul Horizon.. Soil Texture Soil Color Soil Other Surface(Ina (USDA):.: (tvlunsell) Mottling (Structure;Stones,Boulders.: Consistency.° Cravel) .. rgSe,.eaA • 10 Y rt y�G to Gar Son./. 1.1 t7 'f k q . _... �.r^ 36r Gr :GC°pta Sowf is/O y/L GI(j. 4slGobblu _.. 36n C2 T .Coact Se"0 '1U YK �g Sc.hpls ♦vkw eXr SscJ6 -tc64rn ,. Horizon e Depth from DEEPil OBSERVATION sA'TION HOLE Soil. Other SE ll 1unse o USDA ling. (Structure,Stones,Boulders. Surface(inJ ( ) (h ) n1 ti .... p. DEEP OBSERVATION HOLE LOG Hole H' .... Depth from Soil Horizon Soil Texture: Solt Color Soil Other Munsell Mottling (Structure,Stones,Boulders. (USDA) 1 I . I Surface(1n.) (US ) c ° Flood Insurance Rate Mno: ..... .... Above 500 yearflood boundary No Yes X t Within 500 year.boundary Now. Yes_ within 100 year flood boundary.No LC Yes Denth of NaturollV Occurrine Pervious Materiel t:. Does at least four feet of naturally occurring poSYlous material exist in all areas observed throughout the are proposed:roposed for the soil absorption system? �s If not,what is the depth,of naturally occurring pervious material? _.. Certificn(ion 1 certify that on (date)I have passed the soil evaluator examination approved by the Department.of Environmental Protection and that the above analysis was performed by me consistent with the required training,e: ertise and experience described in 310 CMR 15.017. Signature at D e - Q:H Eht.TH!W P1PERCFORM. r .. .. .. .. .. .. .. .. .. .. i f / \ FM 111 ll, . . . .. ��d r l :.: A. llll� 0 ,, if /„t, till It Mr I� r P„ (8� ....'co ....� .. ll'.lf / li TD- \ .m \ R . s�. • f \e O� ,M1. u m.� r SRU I3 r t ggs Engilieeiing: & Testing A!)ri-ieroc(ir'Rti iti.<:tucrtns,l,w.'. March 24,2014 Baxter Nye Engineering :78 North Street,3rd Floor Hyannis,MA 02601 Attn: Mr. Stephen Matson Title V Soil Analysis Address: Cape Cod.Five, Hyannis t Briggs# ..__24617...... _ . Tested: 03/19/14 Lab Ref..No. Description. Source M-23898 41:0 Fraction::::: Test:Pit//2 2. Particle Size Analysis: {ASTM D 422} - w. ::Sieve Size _ Resi)lts:: �. : Standard Alternate 1%Passing by Wt.) 1 2.0 mm #10 100 :. I 0.850 mm #20 : : :52 0.425mm I _ #40 ::: 17 0.180 mm #80 7 I 0.150 mm #100:. 6 0.053 mm : . #270 3 .. 1. 0.0384 mm 3 0.0244 mm 2 0.0141 mm : 2 m . 0.0100 m 2 0.0071 mm 0.0036 mm 1 0.0000 mm 0 3. The above:analysis was performed in accordance:With D.E.P.. policyff BRP/DWM%peP-001:-1 Appendix 2. Respectfully Submitted, BRIGGS ENGINEERING&TESTING ..... A Division of PK Associates,Inc. Sean Skorohod Director.of Testing Services Construction Technology Di vision --enclosures:-graph-- - __...._.. .... .__ . . ......._ ..._ ..... .. _ ._... ._... - ----- .... .. :��•mv briggsengineering com ::::::: ..... 100%Vcyniouth Street- Unit C-2 56 Roland Strect-Suite 102-1 I00 Pound Road Itiickhmd.:MA 02370 : Romin,MA 02129 :Cumberland,RI 02864 :. Mimic(781)87176040•Ras(781)8714340:. 1?hone(61..7)666-6040. .. : Phone(40I)658-2990 Fax (401)'658-2977 Project: Cape Cod Fire,Hyannis: iIIGGs Briggs Engineering &Testing Date Tested: 3/19/:14: _ " L;ab Fef.No.: - A Division of PK Associates,Inc. Particle Size Analysis 0.002 mm #270 #4 3 t, 00 .. ..i .... 1... ..t..l f .t.. I.. 11. .. I.. i .. 1 , i 1 1 I t I „1 I1 t - 4 t' t 1' 1 • f f t ., - 1 - 1 ', -I ., 1 1 I II .t . . .. ... 90 -1..1l. ..4.. 1 1 i . .1 11 -. - 1 - 'i '--- � :1- 1.-I-'i s 1 ]((� .::..80 i 1- 1 1-1 1• 1 I' 11 1 1 . In � 60 to l- I I 50 i ,_ 1 -1 "-i'- 1 1 ', 1` - 1 i' t •1 1' 1• 1 till i 1 3 1 I.F. 1 C 1.•.. 1 .. .. -1 - t ..1.. .•1 .1. ..I 1 1 -1. lilt 1.1,. .... I, t Ill . if .. ::.. ' I'20 I . - -1._•i f e i• 1 -i-i i I � i 1 1 - i R I 'I i i .. .. ... ..... ... -. .._ .... ,�..... _. !- i I .... ...... .... 1. i, i1.1. ... - ... 1 1 ... .1.1. 1... - I• ..1.. ..J 1 1 ' � 1 � t- � 1 I - ( 1 I -'1 i I'i - 1 I 1 1 .1 1 1� •• I - 1 `1 I 1- . 10 1 .. .... t .. .. , , .1I 1 .... - y.I... , f t 1 .. � � ...} !- 1 1 ! S -1 1 I.i 1 i- '.+ t I i t 1'I - .1 1•.. !"-. a `i 1 .. .... .. ' I 1 I .. t f ! 1 •3 1 f e - 0.00 : 0.01 0.10: : 1: 00 10.00 100.00 ze S , m Sieve' i m Note: The illustrated graph represents the sand fraction only as.defined by D.E.P..policy#BRP/DWM/PeP-P00=1,Appendix?. AsBuilt Page 1 of 1 TOWN'OF BARNSTABLE LOCATION I�� 9 67� I j`Z SEWAGE M l VILLAGE, V,;,+y e,i ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. G, e LZ rC.V:2 SEPTIC TANK CAPACITY SYQO 4'8 l LEACHING FACII.rTY:(type)_-. /r i-C-�`l /Z��f (siu)__/ 1� r 0 NO.OF BEDROOMS4. 6t.sr� BOOR owNER D d'd :C L- rLIJ PERMITDATE: Q — 7,C COMPLIANCE DATE: /a /? Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 t J 47 c 3� s� http://issgl2/intranet/propdata/prebuilt.aspx?mappar=253020B00&seq=1 4/29/2014 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 'N14........T5>....­­......................_0F....... ................................... Appliratiou for Uhiposal Works Tomitrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: "---1 A-F-41-4 1.5 A C) eL Location-Address or Lot No. XF -M -=1 PLA ..................... .................... -------------...................P_ Owner Address Installer Address Type of Building Size Lot__ e.....Sq. feet U Dwelling—No. of Bedrooms.............�L&.....................Expansion Attic (6./A) Garbage Grinder (,.tA) Other—Type of Building o. of persons.........f!................ Showers (w/,k) — Cafeteria (i4®) ttnkX-.,e V41--m1ce Other fixtures ............................................... Design Flow................IS ............................gallons per person per day. Total daily flow....... ..........................gallons. 9 Septic Tank—Liquid capacity._!*P_.gal!ons Length-_10 Width..2!�'...,._ Diarneter_�!JA...... Depth_-5`_�"__. Disposal Trench—No.-------!............ Width....__On........ Total Length..... Total leaching area.._�aS?.-----sq. f t. Seepage Pit No------!!-A/A.... lameter....��I.A---------- Depth below inlet....k-J'A........ Total leaching area....!n-JA......sq. f t. Z Other Distribution box ( e Dosing tank (s-w) Percolation Test Results Performed by-----!,7?A.'*.T=12, 9................................ Date_..._ ............ Test Pit No. I----K.In....minutes per inch Depth of Test Pit-__.°o.......... Depth to ground water .--- Test Pit No. 2................minutes per inch Depth of Test Pit................:... Depth to ground water......................... P4 ............................................................................................................................................................ 0 Description of Soil..... 1—... %....Z'...C..,.. /. i.7.—.-..,I ..... t. ----------- . 2....7............................................................. .......... ............................................ ...................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable----&PAr'L '5�jAPL-,( .. ............................................................................ ---------------------------------------I---------------- ---*------------I------- ---------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewa e Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The un ersigned further agrees not to place the system in operation until a Certificate of Complian h een i he oard of health. Signed ------- . ... ... ................................ -------------------------------------------------- ........................................ Due Application Approved By -------------- -------- --- A," 9 ................... ......... ....... -- Dace Application Disapproved for the 6711owing reasons: ........................................................................................................................................ ............................................................................................................................................................................................................. ........................................ Permit No. 7S- 7 !!� ' ."------- ........., r........ Issued ........... e Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �� o� Appliratilan for llhipoii al Workii Tamitrurtintt Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: (nl /� 1'� 4-Ka 1 C��i4 _ ' { fr L_�. der 7sa F- l t'a �'/� • C)'!. (' Location-Address or Lot No. r'.G --A t 1 C.A_.� (�� t. "I-j �, G 1� c le_" 0 • 4' t tw5r:SI.4<i.�_`+....,-;+ C.--O-P_ 3'�rx� i'L..i', /=.t_vD Owner Address Installer Address d Type of Building Size Lot_____________•-•=-__-------Sq. feet U DwellingNo. of Bedrooms.............t,:l.!�__....___..__.__..__..Ex Expansion Attic Garbage Grinder — P ) g ) p, Other—Type of Building of persons---------1................ Showers (:••/A) — Cafeteria (sr,)) - ........ ..t...,r�-.•-...... .r�r� � �:art.->r` (• �cr c>PI'r / iCaOco �F Other fixtures 1 - -- ------ - ----------------•--I....-•----------•----- �_____ _______________gallons per person per da Total dail flow____...`!:,-7......._........_..____.... lions. W Design Flow.................... g P P P Y Y 1 W Septic Tank—Liquid capacity..!!?�..gallons Length__t 0'-'-:.__ Width..-`_K'_�___- Diameter._ !-n....... Depth_.: ?........ x Disposal Trench—No........1............ Width....__t.% ...... Total Length..... `........ Total leaching area.. ......sq. ft. 3 Seepage Pit No...... ------- Diameter.._ ......... Depth below inlet....__.! ....... Total leaching area.... ......sq. ft. 11 Z Other Distribution box (✓) Dosing tank (s ) Percolation Test Results Performed b c . _r ................................. Date.__......Z?.:`_3:e�............. ,aa Test Pit No. 1.... ._._minutes per inch Depth of Test Pit....' .......... Depth to ground water... 5 _ -u=_.._ . fZ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' ..........................................................................................------------------------------------------------------------------- 0 Description of Soil----- ' =,,� ,/ 1 - , `. . / 1 ,t - 2. ....................'� „ , r = _ .............. ? - 1.� G n _•G -_'4 I-0 'I .(_1 A u rv_ i... t�� r.t-.�, c I p:7. c. ,Z.-I- 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 TITLE S of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian as been ' ed the board of health. Signed .-. -... ----- - -- ---- ------ --------------------------------------------------- --..--_--......Date--------------_- ApplicationApproved By -----------------------------------------------------------------------------------...-..------------------------------------------------------------- ---.........------------------------- Date Application Disapproved for the following reasons- ------------------------------------------------- ---------------------------------- ------ -- ------------------- ------ ...................... -- -- .-- --------...---................----........-- ..---- ----.........----------..............------------............---...-- ------ -- ------.... -- --....---------------------------------- . Date r- f' Permit No- -------------------------------- ---------- --- ----------- Issued -- -- --,�'..� �°�- - `............. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . .r OF ���! " ti�T-It.�- c u Tertifi a e of (11-omplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by------------------------------------------------------'................................................-- .... Installer ................................ --...------...--...................---.------ ---'--...... . ............... l`7..!-Ga ?.Z.....--'................................................ ........i-p...- . . . 1 ` t r't. has been installed in accordance with the provisions of TITLE 5 f The State Environmental Code as described in the application for Disposal Works Construction Permit No. ..... 1l.......... ....-�.._ ..:.. dated --- - -;r--,. rt.:......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE eONSTWED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ,� J..`�... � V -....- Inspector . '', 2�, 1' ./�..�.�... 18 --- - ---------------_----- THE COMMONWEALTH OF MASSACHUSETTS �'j p ? BOARD OF HEALTH ft ........................ ................. ----------..._............. ...................................... _ No...1...` ...... FEES FEES .J......... UWVviial Works TDowitrudian pantit Permission is hereby granted......................................................--------••---•--------•----•------•--•--------•---••--..........--•-•-••••...-•-...... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No . t t r1 r- ._` .. a PP P street '�,- (_ r- as shown on the application for Disposal Works Construction Permit No!;'__ � .� Dated.._, _" D I :`- ---_-----•-- -••-.......---••-•---•----•------••••-•••----•---=----•-----•-•---••--••---•--•...............••••. Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS t IL Commonwealth of Massachusetts f". W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form�- Not for Voluntary Assessments �2 0 . o 'ram log y A►9 J c%_i s+3°�A-�a(.:a 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, �- use only the tab 1. Inspector: key to move your cursor-do not Joseph R. Smith use the return Name of Inspector key. Bennett Environmental Associates, Inc. `I Company Name 1573 Main Street/ P.O. Box 1743 Company Address Brewster MA 02631 City/Town State Zip Code 508-896-1706 SI 4994 Telephone Number License Number B. Certification 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 the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Furthe evaluation by the Local Approving Authority 1-15-14 spec or's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 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 DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. l5ins•3/13 Title 5 Official Inspection orm:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Mid Cape Home Center-System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System is in working condition and is functioning as intended. None of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 existed at the time of inspection. 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. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. . ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection, Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments c�M s 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 public health, safety or 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 public health, safety and the environment: i ❑ 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 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner p p Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: I D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to 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 Y2 day flow t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M s 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of 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. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. 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 If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered yes in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for.every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D, System Information Description: Commercial Use system is comprised �H-10 00 gallon septic tank, a H-10 D-box, and a 12'x 50' leaching field. Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection El Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): See Details Detail Ethan Allen and Mid-Cape Home Centers Have shared water usage between one common water meter. Combined water usage records below: 2011: 56,000 gallons 153 gpd 2012: 102,000 gallons 279 gpd 2013: 56,000 gallons= 153 gpd Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Retail Store Design flow(based on 310 CMR 15:203): 50 gpd (750 gpd)Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): per 1,000 sq.ft. (15,000 sq.ft) Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Attached as addendum from Barnstable Water meter readings, if available: Water Dept. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 7-1-2013 Date Other(describe below): General Information Pumping Records: Source of information: Town of Barnstable B.O.H — None on file Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? 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) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp..C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 10-18-1995 Compliance date off of As-Built Card from Town of Barnstable B.O.H Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2.0 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 100'+ feet Comments(on condition of joints, venting, evidence of leakage, etc.): Joints and venting are functioning properly, no evidence of leakage encountered while inspecting building sewer line. Septic Tank(locate on site plan): Depth below grade: 1.0' feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) H-10 co re.te 1,500 gallon septic tank within 12" of final grade elevation. Schedule 40 pvc Inlet tee, and concrete outlet tee both intact and operating correctly. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions:. 1,500 gallon Sludge depth: 0" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 1520 Iyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is require Barnstable MA 02630 12-19-13 d for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 41" j Scum thickness 0" Distance from top of scum to top of outlet tee or baffle 10" Distance from bottom of scum to bottom of outlet tee or baffle 14" How were dimensions determined? Tape Measure, Sludge Judge. Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping not recommended at time of inspection. Both Schedule 40 pvc inlet and concrete outlet tees are functioning properly. Liquid level as related to the outlet invert is below normal operating height (attributed to non-usage). No evidence of leakage encountered while conducting the inspection of-the septic tank. Grease Trap(locate on site plan): Depth below grade: feet 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: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form- Not for Voluntary Assessments °M 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. CIO Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped 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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert At outlet invert elevation Comments note if box is level and distribution to outlets equal, any evidence of solids carryover, any eviden a age into or out of box, etc.): Concrete H-10 d box with single inlet and 2 outlet lines. Adequate elevation drop between inlet and outlet. N ' (cant solids carryover or sign of backup. Equal flow distribution to both outlet lines. I Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: SAS info was limited to as-built card on file with B.O.H. SAS Consists of a 12'x50' leaching field, as- built card attached as addendum to this report. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: (1) 12'x 50' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of ponding or hydraulic failure evident. System is located in a stoned area in good condition Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape.Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° M 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. Cityfrown State Zip Code Date of Inspection D. Systems Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ® drawing attached separately t - 156' �\ a �� °� <"a _KT� 1 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Fage 15 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c�M 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar ® Shallow wells Estimated depth to high ground water: 15+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers -(attach documentation) ® Accessed USGS database-explain: You must describe how you established the high ground water elevation: Established estimated depth to high groundwater by referencing the Town on Barnstable As-Built plan on-file dated 01/03, which places the area of the leaching field at elevation 54.4'. The bottom of the trench/field was probed to be approximately at 4.5' below final grade elevation, which places the bottom of the leaching field at elevation 49.9' Groundwater elevation was also verified using the USGS groundwater contour maps, which indicate the actual groundwater at a depth of 33 feet, from the grade of the property. This leaves a 16.9'seperation to groundwater. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 lyannough Road Rte. 132 Mid Cape Home Center System Property Address D&C Investment Corp. C/O Chris Raber, Cape Cod Five Owner Owner's Name information is required for every Barnstable MA 02630 12-19-13 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 i I Printed on 12/24/201 3 1 0:27:54 AM Customer File Inquiry Page No.1 . Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Arnt Paid Amount Balance 7/11/2000 BILLED .00 17.00 17.00 7/28/2000 PAYMENT 0 17.00 0.00 .00 10/24/2000 BILLED 55 .00 113.00 113.00 1 1122/2 0 0 0 PAYMENT 0 113.00 0.00 .00 1/4/2001 BILLED 00 18.00 18.00 2/1/2001 PAYMENT 0 18.00 0.00 .00 3/19/2001 Adjustment .00 46.00 46.00 3/23/2001 PAYMENT 0 46.00 0.00 .00 4/12/2001 BILLED 36 .00 79.20 79.20 5/3/2001 PAYMENT 0 79.20 0.00 .00 7/3/2001 BILLED .00 18.00 18.00 7/3 012 0 0 1 PAYMENT 0 18.00 0.00 .00 12/1/2001 BILLED 33 .00 74.10 74.10 12/12/2001 PAYMENT 0 74.10 0.00 .00 1/30/2002 BILLED .00 18.00 18.00 2/12/2002 PAYMENT 0 18.00 0.00 .00 3/14/2002 Adjustment .00 46.00 46.00 4/19/2002 PAYMENT 0 46.00 0.00 .00 5/17/2002 BILLED 27 .00 63.90 63.90 7/2/2002 PAYMENT 0 63.90 0.00 .00 7/8/2002 BILLED .00 18.00 18.00 8/1/2002 PAYMENT 0 18.00 0.00 .00 11/19/2002 BILLED 25 .00 60.50 60.50 12/12/2002 PAYMENT 0 60.50 0.00 .00 1/9/2003 BILLED .00 18.00 18.00 2/3/2003 PAYMENT 0 18.00 0.00 .00 4/8/2003 BILLED 42 .00 89.40 89.40 5/2/2003 PAYMENT 0 89.40 0.00 .00 6/10/2003 Adjustment .00 46.00 46.00 711/2003 . PAYMENT 0 46.00 0.00 .00 7/3/2003 BILLED .00 21.00 21.00 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.2 i Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 7/30/2003 PAYMENT 0 21.00 0.00 00 11/25/2003 BILLED 53 .00 138.50 138.50 12/10/2003 PAYMENT 0 138.50 0.00 .00 4/15/2004 BILLED 29 .00 70.30 70.30 4/28/2004 PAYMENT 0 70.30 0.00 .00 5/26/2004 Adjustment .00 46.00 46.00 6/25/2004 PAYMENT 0 46.00 0.00 .00 7/8/2004 BILLED .00 30.00 30.00 7/23/2004 PAYMENT 0 30.00 0.00 .00 10/4/2004 BILLED 38 .00 106.00 106.00 11/2/2004 PAYMENT 0 106.00 c 0.00 .00 1/1/2005 BILLED .00 30.00 30.00 1/25/2005 PAYMENT 0. 30.00 0.00 .00 4/1/2005 BILLED 38 .00 106.00 106.00 4/29/2005 PAYMENT 0 106.00 0.00 .00 6/9/2005 Adjustment .00 46.00 46.00 6/30/2005 PAYMENT 0 46.00 0.00 .00 7/6/2005 BILLED .00 30.00 30.00 8/17/2005 PAYMENT 0 30.00 0.00 .00 10/3/2005 BILLED 36 .00 102.00 102.00 11/8/2005 PAYMENT 0 102.00 0.00 .00 1/4/2006 BILLED .00 30.00 30.00 1/5/2006 Adjustment .00 50.00 80.00 2/8/2006 PAYMENT 0 30.00 0.00 .00 2/8/2006 PAYMENT 0 50.00 0.00 30.00 4/4/2006 BILLED 40 .00 160.00 160.00 4/13/2006 PAYMENT 0 160.00 0.00 .00 6/8/2006 Adjustment .00 46.00 46.00 7/7/2006 BILLED .00 80.00 126.00 7/24/2006 PAYMENT 0 46.00 0.00 80.00 8/3/2006 PAYMENT 0 80.00 0.00 .00 Printed on 12/24/201 3 1 0:27:54 AM Customer File Inquiry Page No.3 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 10/4/2006 BILLED 36 .00 152.00 152.00 12/12/2006 PAYMENT 0 152.00 0.00 .00 1/2/2007 BILLED .00 80:00 80.00 1/22/2007 PAYMENT 0 80.00 0.00 .00 4/4/2007 BILLED 37 .00 154.00 154.00 5/2/2007 PAYMENT 0 154.00 0.00 .00 6/13/2007 Adjustment .00 97.00 97.00 7/5/2007 BILLED .00 123.00 220.00 7/11/2007 PAYMENT 0 97.00 0.00 123.00 7/24/2007 PAYMENT 0 123.00 0.00 .00 10/1/2007 BILLED 30 .00 183.00 183.00 10/22/2007 PAYMENT 0 183.00 0.00 .00 1/2/2008 BILLED .00 123.00 123.00 1/25/2008 PAYMENT 0 123.00 0.00 .00 4/2/2008 BILLED 31 .00 185.00 185.00 4/22/2008 PAYMENT 0 185.00 0.00 .00 6/18/2008 Adjustment .00 97.00 97.00 7/7/2008 BILLED .00 123.00 220.00 7/14/2008 PAYMENT 0 97.00 0.00 123.00 7/28/2008 PAYMENT 0 123.00 0.00 .00 10/1/2008 BILLED 29 .00 181.00 181.00 10/20/2008 PAYMENT 0 181.00 0.00 .00 1/5/2009 BILLED .00 123.00 123.00 1/26/2009 PAYMENT 0 123.00 0.00 .00 4/1/2009 BILLED 27 .00 177.00 177.00 4/23/2009 PAYMENT 0 89.00 0.00 88.00 5/1/2009 PAYMENT 0 88.00 0.00 .00 6/8/2009 Adjustment .00 97.00 97.00 7/1/2009 BILLED .00 123.00 220.00 7/1 612 0 0 9 PAYMENT 0 97.00 0.00 123.00 7/20/2009 PAYMENT 0 220.00 0.00 -97.00 Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.4 Account Number 920 Account Status B Location 1520 ROUTE 132 T ype B01 Owner E T HAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date Action Usage Amt Paid Amount Balance 10/1/2009 BILLED 26 .0.0 201.00 104.00 10/23/2009 PAYMENT 0 104.00 0.00 .00 1/4/2010 BILLED .00 123.00 123.00 1/25/2010 PAYMENT 0 123.00 0.00 .00 4/1/2010 BILLED 27 .00 204.00 204.00 4/26/2010 PAYMENT 0 204.00 0.00 .00 6/24/2010 Adjustment .00 97.00 97.00 7/1/2010 BILLED .00 123.00 220.00 7/26/2010 PAYMENT 0 97.00 0.00 123.00 7/26/2010 PAYMENT 0 220.00 0.00 -97.00 10/1/2010 BILLED 26 .00 201.00 104.00 10/18/2010 PAYMENT 0 104.00 0.00 .00 1/3/2011 BILLED .00 123.00 123.00 1/24/2011 PAYMENT 0 123.00 0.00 .00 4/1/2011 BILLED 26 .00 201.00 201.00 4/19/2011 PAYMENT 0 201.00 0.00 .00 6/27/2011 Adjustment .00 97.00 97.00 7/1/2011 BILLED .00 123.00 220.00 7/19/2011 PAYMENT 0 97.00 0.00 123.00 8/11/2011 PAYMENT 0 123.00 0.00 .00 10/3/2011 BILLED 30 .00 213.00 213.00 10/31/2011 PAYMENT 0 213.00 0.00 .00 1/5/2012 BILLED .00 123.00 123.00 1/31/2012 PAYMENT 0 123.00 0.00 .00 4/3/2012 BILLED 51 .00 282.72 282.72 4/30/2012 PAYMENT 0 282.72 0.00 .00 6/7/2012 Adjustment .00 97.00 97.00 7/1/2012 BILLED .00 123.00 220.00 7/3/2012 PAYMENT 0 97.00 0.00 123.00 7/31/2012 PAYMENT 0 123.00 0.00 .00 10/5/2012 BILLED 51 .00 282.72 282.72 r r Printed on 12/24/2013 10:27:54 AM Customer File Inquiry Page No.5 Account Number 920 Account Status B Location 1520 ROUTE 132 Type B01 Owner ETHAN ALLEN, Section 9 Street PO BOX 2440 City SPOKANE State WA Zip 99210-2440 Water $119.00 Late Chrg $.00 Past Due $.00 Total Due $.00 Date . Action Usage Amt Paid Amount Balance 10/26/2012 PAYMENT 282.72 0.00 .00 1/4/2013 BILLED .00 123.00 123.00 2/5/2013 PAYMENT 123.00 0.00 .00 4/3/2013 BILLED 28 .00 207.00 207.00 -5/10/2013 PAYMENT 207.00 0.00 .00 7/3/2013 BILLED .00 123.00 123.00 8/2/2013 PAYMENT 123.00 0.00 .00 8/13/2013 PAYMENT .00 0.00 97.00 9/17/2013 PAYMENT 97.00 0.00 .00 10/2/2013 BILLED 28 .00 207.00 207.00 11/6/2013 PAYMENT 207.00 0.00 .00 12/23/13 Print Page r Q 24,453.73 - Sales History-.Map/Block/Lot: 253 /020/B00 -Use Code: 3220 History: Owner: Sale Date Book/Page: Sale Price: D&C INVESTMENT CORP 4/15/1995 9646/098 $700000 WER S CORPOR:AUON 12/15/1988 6562/28.5 $1 MYER S 132 CORP 3/15/1986 4976/330 $1 MYERS CO INC 3/10/1976 2309/98 $0 Photos 253 /02.0/B00 - Use Code: 3220 Sketches -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 t a J ., F 9 j F.5 w ��ILI :..: .. ..... As wilt Cards:Ciickcard#to view: Card 1 1 • Constructions Details -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 vohw.town.barnstable.ma.uslAssessi ng/pr;nt13.asp?ap=0&searchparcel=253020B00 2/4 12/23/13 Print Page Building Details Land Building value $ 1,308,200 Bedrooms 00 USE CODE 3220 Replacement Cost $1,886,744 Bathrooms 0 FI& Lot Size (Acres) 4.72 Model Ind/Comm Total Rooms Appraised $ 936,400 Value Style Whse Heat Fuel Gas Assessed Value $ Showroom 936,400 Grade Average heat Type Hot Air Year Built 1976 AC Type Central Effe ctive depreciation 30 Interior Floors Carpet Stories 1 Interior Walls Drywall' Living Area sq/ft 30,000 Exterior Walls Concr/Cinder Gross Area sq/ft 32,255 Roof Plat Structure Roof Cover MetaVTin • Outbuildings &Extra Features -Map/Block/Lot: 253 /020/B00 -Use Code: 3220 Code Description Units/SQ ft Appraised Value Assessed Value SPRl SSPERINKLERS- 30000 $ 77,700 $ 77,700 PAVl PAVING ASPHALT 24000 $ 41,500 $ 41,500 ® Sketch Legend Property Sketch Legend 1132N Barn-any 2ndstoryarea FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area (Finished) SOL Solarium BMT Basement Area FITS Second Story Living Area SPE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story (Finished) CAN Canopy GAZ Gazebo NAT Attic Area (Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area (Finished) GXT Garage Extension Front UST Utility Area (Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) m w.tov,n.barnstable.ma.us/Assessing/printl3.asp?ap=0&searchparcel=253020B00 3/4 AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION_- I `1— �— !22-- SEWAGE# VILLACeE—��(�i�� ASSESSORS MAP&LOT °�`' -� �1�4 INSTALLER'S NAME&PHONE NO. c A C`�< SEPTIC TANK CAPACITY 5, C30 tq LEACH NG FACILITY,:(type) 'rd c��[1� /' (size) NO.OF BEDROOMS � �6r.i �JCS i.� � Gt.¢ti PERMITDATE:._Y / COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Wedand and Leaching Facility(If any wetlands exist within 300 feef mf leaching facility) Feet Furnished by 3 'n G C SU j� http://issgl2/intranet/propdata/prebuilt.aspx?mappar=253020B00&seq=1 12/17/2013 WELL �s to x. - i 54---\ 4 Q tt �T S� No . 3a ! �4 MP 61 ma�tt4d oF..�oao--cau off sEp to r�rtt< 6400T Qllik ETOt CF IQHING S171Nr.FROM "IENANT SFPARAII PLAN 'UyM cfiw!bRAMO:M 0VIU ROU't1`; 3'aeIYANNts, A•.e DA`i' 5 jai j9$. OY rf tU1U dC(o.* PEEL. .sm t YAR IOU7IIPORT. .MA-'. 02075 ATLANiIO ETMAGtdIEtiTN.TECF420LOGIES,,1. Barnstable Health Department As PROJECT# Ssss,00 UlivGnpMnUouiPerk .`. .., .:.. .. Built Sep. tic System Plan DAB New saetoro,Mecs.tt..cen.o2rco 1520 tyannough Road sCr1LE: NTS.. ��50�9828300 cso0� �cu�► Hyannls,Wssachusetfs DRAWN BY: J? + A - 0 EXIST I LOADING AREA. 4 t � o O: ! f7"7'r! :AST BUILDING I �. � PARKING .tl \ - AXIS r�i-✓i.�r��'1-I�. .4. � - I 12/23/1.3 Map �Toi i of Barnstable Geographic Information System New seal Parcel Viewer Custom Map Abutters Map Size 13 ❑ Zoom outlAllfJnnnniG ni, _ BiE y r Rr(y n Turn map layers on/off by nR elf 4 f -IpG selecting check boxes below f!]f[ AE-100 year flood X 51 23J : y!,, .� ar. =`^ _ 275058. ( AO-100 year R 114t ar flood i r / VE Velocity Zone 0.2/o SAX, ° Annual Chance Flood �� 1Y -'��:•.. .R1800`�- 141.,, / 1_ tSs' ..s3 "\,� !ry �� f 1 '. Open Water Neighboring Towns 27nor. 1 ( �%J•7 254015,y ';--vdn X`537 •s� --:�r�` 1 i _ ..`r� s, i. t t t b' R tD''^--=_' -_' '-- -{-.��.._Tr Y .=`yS. •-�" X 3B• .22'�% Water X 4 x5 Streams _ �,42, \ t ❑J Jetties Edge of Water 11 _ - R13e2�' -_- ._--_.� I / X * /!•3w .'��. -� t�.d,--.' RD �� , R1 Marsh �• ` `i"'46 74 -rX C r ].yir.'t �/- _- - .=�lt r( -.-= n ��. _�°_ \�`�,52.92 `�•..`'•� �J Drainage Ditches \o• 'Its r 253D2De0 �p -- `'. Water Bodies 253017Y01 lr ,p \ � �/E I1 R 15 5 - � ' � � 1 � i 14 's'• t 1 �. _•_ p-w L_j Transportation Road Centerlines tr .3530I9B00 ti '. j�../ is� , ;: �.,_�t�}1 it Il�. X 32.68 .�•'� — 1R1575ta .fAi V1, f' �' } ,off 1,4 t� l li r tiI Road Centerlines .253017 X02 `b. \_ 46s• ..t` fl/• 253U07D0 X .65�—�r' .� Q Edge of Road Unpaved -- 2r � Edge of Road Paved 2740D1 '�.�d 3r ,"�: 111 �a -c::�.. :7 \: � X •`e � I T� ti R 14r0 v �� t 2530197D0 Railroad Tracks R 13751 23301Q 1" �_, -.. >> �, '-`\` •[r ..� '-1- \ 2.53017X04A Bridges _-R 1591t .. 1 -"f �`I11545 �.n•Y1sr`tl` l` r,'\: Y�.pd ' rtr brlr y.r ®1513 ( 0 tl j ❑ Roads %. d=, /�- `•� -.,. 253014X03 v tlip 274002 ] p,� - i r t /253014X04 R 1481 R 1438 L_.Paved Road (✓r.1481 ?> X 5 Unpaved Road 't rt \1i.61__ } 'a�Str• kjrI: ��. --\1l _s....t. 1 l 0 Structures Set Scale 1" MAP DISCLAIMER 177 I [-Aerial Photos —7,. � Copyright 2005-2010 Town of Bamstable,MA All dghtsreserved.Send questions or comments to GIS BarnstableMA v1.2.4749[Production] maps.townofbarnstable.us/arcims/appgeoapp/map.aspx?property D=253020B00&mapparbaclr253020800 1/1 No. _ �� Fss. THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH -OF........ - ApplirFation for DisposFat Igor Tonstrnrtion Pumit Application is hereby made for a Permit to Construct ` O_ a air an Individual pp y ( � ( ) Sewage Disposal System at: ........ Location-Address or Lot No. .v -- ---------- ---•— = Own _ -• -- Address ------ - =-------- ._.._._._ ..:...--- -------•••-•. -----•---•--•-•--•-•----._.... Installer Address .�' Q Type of Building Size Lot......V___ , feet U Dwellin No. of Bedroo __.__Expansion At •c ( ) Garbage Grinder ( )U pa, Others Type of Buildingu .tJlof persons___________ ____________ Showers ( ) — Cafeteria ( ) W Design Flow 7 Other fixtures I�--__--allons per person per day. Total daily flow._..—.____ca " :..._gallons. WSeptic Tanl Liquid capacity gallons Length................ Width................ Diameter____-_--_-___ Depth__--__._____.:- x Disposal Trench—No_____________________ Width.............. -al en 1�.. Total leaching area._.__..__.__._.._.__sq. ft. Seepage Pit No. Diameter_/� __ inf .------ Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank C; Date � _______________ aPercolation Test Results Performed by----------------..................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.-___-_-_-_--__-----__ t14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-__---._-----_-____--.-. Ix --------------------- ------------- ...... - ----- O Description of Soil______________________ __ V -•---•--•--------------•-------•---•--•---•-------••---•----------•----------•--••-------------•-••--•••---------••-•-•--•---•-•--------•-------•--------•-•----•---------------••-------•------------. W U Nature of Repairs or Alterations—Answer when applicable._________________________________________________________________________________________ __. --- -------------------------------------------------------------------------------------------------------------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal Syste in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees o place the sy•te operation until a Certificate of Compliance has been issued by the board of healt jr Signed/ 0..I. S' ._V. ....-�r-1 ------- ---- -- ------ r to Application Approved BY '=:•--•-•--- �. •-•••- ----- �� / ---- ---� � Date Application Disapproved for the following reasons--------------------------------------------•- ------------------------------•---- •---•---••----------------------------------------------------.............. --- ------------------------------------------- ------------------------------------------------- Date Permit No. Issued. `JC_ 7 Date ��� --------------------- No.--- �_ _..----•--. - FEE.. "�. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Applirativaa for Uiopoii al Igor k Tongtrurtivaa rrmit PP Y - A lication is hereby made for a Permit to Construct �"` ' e s 1 ( ) oX a air ( ) an Individual Sewage Dis o P a System at• /..�,Z 61) 4 --- ------=- ---- �' i '._.. ` _ �"- � c �' .� �: _ � ' -`�r, Location-Address or Lot No. .................. ._ ----------------- ........ ..._...------------------------------------------------ --------- ..._.._.._.___.__.___...._______. Ow�1 r � Address " v Installer !i Address ` d Type of Building Size Lot............. ,C._..Sq. feet U U Dwelli —No. of Bedroo of Attic ( ) Garbage Grinder ( ) Other- T e + _ �r p., yp of Buildin :__ ___ _ rt. __ f persons----------- ........... Showers ( ) — Cafeteria ( ) QI Other fixtures ..... .... d --------------------------•---------------•-------------------------------------------------- --------•------•------•----•--.----- W Design Flow--------------------------N` .__gallons per person per day. Total daily flow....._-...__ '-d -_-__..gallons. WSeptic Tani.—Liquid capacit_y!�!KIlons Length---------------- Width________________ Diameter---------------- Depth_..________----- x Disposal Trench—No..................... Width. otalet kif ,r` Total leaching area....................sq. ft. Seepage Pit No_____ _____________ Diameter_ f!*.1 .' ep e o to .___.. _____.____ Total leaching area.................. ft. Z Other Distribution box ( ) Dosing tank ( ) � �J c- . — '7 ;2 !- -7�� . a Percolation Test Results Performed bY-------- -------......................................................... Date.=------------------------------------.. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-___-_--__--__..__-__._. Q+' �/.'� O Description of Soil---------------------- � -� ... ...- -==�- `--==--;- U --------------•---•...•-•••••-•••---------------------•---------------------•-----•-•---•-----•--••--•----••-•-••-••--------. 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 been issued by the board of health. Signed ------------ -•- . .f -` r ate A Application Approved B 1 Date Application Disapproved for the following reasons-------------------------- ...................................................................................... �................................................................................ te PermitNo..------•-----•-•-•----•---••-•----•---------•--- -•-... Issued....._..•--•11....---•-5-------•---? `..-----• Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH (Intifirutie of TrouapliFaure THIS IS-,,TO CERT.I7Y, Thhe Individual Sege Disposal System constructed ( ) or Repairedby ( ) f S .....................,...................................................................... I�er .._ Aj has been installed in accordance with the provisions 0 e State Sanitary Coe describ in_the application for Disposal Works Construction Permit No-�f �� dated ... ,.. THE ISSUANCE' OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS GUARA TEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.---��.�� ? -------------------.................... Inspector-- f�j -- THE COMMONWEALTH OF MASSACHUSETTS ( '�' BOARD OF - EALTH .��,v _ FEE--=...� �°... .e..........:OF--------------,.+',, u:�.''.c`..e+�ai^�'' .. ' '-----` '------•-- N _......::w== ". ...... i� u �al ruoriuu r i� / �-- . Permission is hereby. .........4� == 1' to'Construct f,-41 orp epair ( ) an Indlvtc�ua Sewa e Dtsposnll ystem Street 3 as shown on P the application for Disposal Works Construction rjmtt ..... .n--- Dated-lf,� 'fed/ f > ...................... �,^,r . Board -o Health - Gv DATE.. l FORM 1255 "HOBBS & WARREN. INC.. PUBLISHERS s '04 LOCATION 5EW&C-4E PERMIT UO. IWSTaLLF-R 5 1J&ME ADDRESS BUILDER 5 ` Q &MF- DATE PER"i—T D ATE COMPLI AI-ICE ISSUED : G 1 uY 's • TRANSMITTAL BAXTER NYE ENGINEERING& SURVEYING Registered Professional.Engineers and.Land Surveyors 78 North Street,3`d Floor;Hyannis,MA 02601 Tel(508)771-7502 Fax:.(508);771-7622 Date: March 27 ,2014 To: Donna Morandi. Total No.Pages: Health Dept. BN Job No.: 2013-075.:02 200 Main Street Subject: Cape Cod Five Hyannis,Mass. 02601 1520 Iyanough.Road/Route 132 Hyannis` cc:File We are sending you Z Attached ❑Under Separate Cover Via Fax.(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ❑Overnight ❑Pick up, Z:Hand Delivery The following documents: ❑:Prints/Plans ❑'.Specifications ❑Estimates/Proposal"❑:Change Order❑ Shop"Drawings ❑Reports/Calculations ❑Other DATE COPIES NO.PAGES DESCRIPTION 313/14 1 5 Perc Test P-14,302& Sieve:Test.Results y These items are transmitted as checked below:, t ® For Your Use ❑As Requested ❑Retumed For Corrections ❑ For Review And Comment.. ❑For Approval, ❑For Distribution Remarks: Sieve test sample was:taken from Test Pit#2 ' cn riCD If you have an questions please calf or e-mail me. ' J rr -s. 1 J' Thanks, teve Wilson ' rV O:1201312013-075WDMIMTRANSMITTALS12013-075-PercTest Trans-BOH 3-27-14.doc - Note: This transmittal contains privileged information.Please contact the sender inunediately`if this transmittal is illegible,. ;. incomplete or not intended for your use:,Thank you. �'o�vn o arnStable,` r fTHE Tpk� p Department of Regufatory Services HARNBTABLE, + Public Health D�viion:: Date`- y MA88. .. g 200 Mam Sheet Hyannis MA 02601 „gt ArEO MPt A e /f/lI Date Scheduled: Time,. {� Fee pd: . .:d S®�� Sup abidrt l4ssessmept for.r Se c� e Drsp®s, d a Performed By S x art w il 4'mei i�,� Witnessed By c� LOCATION,& GENERAL INFORMATION Location Address ":5 Z o -L r—wv � . Owners Name p L 2n vz s 1—w-it' Cap 6y ddress �.�(fit 1t i�°®D�'."C'J�I���1� 0.a 60 Assessoi s Map/Parcel; ;�11 /(. `( � .Ca Engineer s Name NEW CONSTRUCTION REPAIR Telephone#, Land Use try M y c a r e r ( Slopes N. Surface Stones Distances tYom 'Open Watq Body ft Possible Wet Area ft Drinking Water Well ft ` Drainage Way ft Property L.'ine <ff Olher tt a SKETCH (Street mine;d linens lons of lot;:exact locations of test holes&perc tests,locate wellands in proximity to holes) �12 c' c✓ 1-aLchcol� SKi I .v9 V. rti cl Parent material(geologic) �lirle.� ei�t—WaSf� Depth to Bedrock Depth to Groundwater. Staidin Waler:in Hole:: Weeping from Pit Rice P g ' Estiniated Seasonal High Gr011ildwatef t: DETERMINATION FOR SEASONAL HIGH WATER TABLE Mediod Used: Depth Observed standing in obs.hole: in. Depth to soil liiottles: Depth to weeping fl-om side of obs hole! ill Groundwater AdJustment ft. hidex Well# Reading Date: Index Well level Adj.fclor Adj.Groundwater Level �. PERCOLATION TEST Date Time Observation , Hole# :'... Tune at Q Depti of Perc - -Nine at:G = Start Pre soul:Tiiiie n lie Tu End Pre-soak:N01"t" ;�a r4ew _' a1' e� arinecQ Rate Min./Inch tC 'GS"fi Site Suitability Assessent°.Site Passed Site l aile m d Additional Testujg Needed(YIN) Onguial Public Hefllth Divislon r. OUservation Hole Data TdBe Completed on Bach ---- If Percolation testis to be.conducted within 100' of wetland,you must first.notify the` -Barnstable Conservation Division at.least one.(1.) week prior to beginning. Q;HEALTH/WP/PCRCFORM DEEP OBSERVATION HOLE LOG ][dole # Depth from: Soil Horizon Soil Texture - Soil Color Soil' Other Surface(in.) (USDA) (Munspi Mottling (Structure,Stones,Boulders. . Consistency. Gravel) /8=.22� I,oawi� I,O 22v 3(0 ' Cr /t5�avcaQ !b`lt2 S�(o — '.�1�oh►�lcs 3�i�-�/g�� ,C2 S 11-� T'� I! I'O `'fF2. �I �- •l-Cv' a .'17,a r�2.o'n Yid DEEP OBSERVATION THOLE LOG. Hole # 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ., (USDA (Munsell) Mottling (Structure,Stones,Boulders. Consistency,"%Gravel Id Ir. t' �a"crca $a::,G iv)�®��reJ ,i - � 4L✓'cltip'gC g�/' �_:..e I y-� 5 l 7::I/ 12 ✓ •°r e� ( rixatlw" b` Cdart� o N4 U K DEEP OBSERVATION HOLE LOG # ;;P Hole Depth from Soil Horizon Soil Te cture ' I Soil Color Soil Other Surface(in,) ;...(USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doil ers. Colisisteric y,%Grave T. ,a Flood Insurance Rate.Man: Above 500 year.flood boundary No Yes X Within 500 year boundary No _ , Yes Within 100yenr flood boundary No_7C Yes w Depth of Naturally Occurrtnl?Pervious Material Does at least four"feet of naturally occurring pervious material exist in all areas observed.tHrougllout Elie 4.1 area proposed fol=the soil absorption systems y s If not,what is the depth of"ilaturally occurring pervious material?: Certification .. I certify that on (date)I"have passed the soil evaluator examination a proved by the P _ Department of Env�rorumental Protection`and that the above analysts was performed by me consistent with the required training,expertise and described in 31Q CMR 1.5,017. Signare Date tu .' Q.1i EALTH/WP/.PERCFORM ,' ate, - ® �J rt, m kMa msAWL®e '..� rr�+r U / � �� w.a9.�\ �- •wren. � ++y . .. m rr+rrr�rrr+r m TA _- / if/ ° 4J do eras \ aas I k '� _ . . lastw. BROGGS 0 iggs: Ei�gllieeling . Testi:ng AAii6nvorf?Kkvoc,itits,hc'* " March 24,2414 Baxter Nye Engineering 78 North Street,3rd Floor Hyannis,MA 02601 Attn: Mr. Stephen Matson Title V Soil Analysis Address: Cape Cod Five, Hyannis Briggs# 24617. .... Tested: 03/19/14 . 1. Lab Ref. No. Description Source M-23898 410 Fraction: ::: Test Pi t//2 i 2, Particle Size Anal pis, {ASTM D 422 y } sp Sieve Size::: _ . ... : Res illts Standard Alternate (%Passing by Wt.) 2.0 mm : #10 w 100 0.850 mm #20 : :52 0.425 mm #40 :17 ...... _ ...0.180 mm #80 7 0.150 min #100 6 0.053 mrn 1/270 3 - .0.0384 mnt 3 . 0.0244 mm 2 0.0141 mm 2. 0.0100..mm 2 0.00.71 mm 1 _... 0.0036.mm 1 0.0000 mm 0 3.: The above analysis vas perf6bried in accordance:with D.E.P.. policy#BRP/DWM/PeP-001-1 Appendix 2. p. Respectfully Submitted,; . BRIGGS ENGINEERING&TESTING A Division of PK Associates,Inc. �r If Sean Sko hod Director_of Testing Services Constrtiction Te.clinology,Division ..enclosures:-graph-- - __... _.. .... .-_ . . ... ..._....._ ..... .. . - _ _.. wmv Iiriggsengineering come:::::: 100 Weyniouth Street Unit C-2 56 Roland Street-Suite 102-1 I001'ound Road Rockland.:MA 02370 : Boston,MA 02129 - - Cumberland.RI 02864 :. Phone(781) 87176040•Fax:(781.)871-4340:. Phone(017)666-6040 Phone(401)659-2900 Fax (401)658-2977 Pro�ecc' : Cape Cod Fife, Hyannis:. S R I G G S .. Briggs Engineering &Testing Date Tested: 3�1�9�14 Ref.\o - A Division of PK Associates,Inc. : I:ab R Particle Size Analysis 0.002 mm #270 #4 p 31! 100 T i f 1 ( ;' 1 i :1: 1IT, — .. .._. 90 if I I III e I I - 8 0 - - .. 'I I . .... .. 1 70 .,.-•_ -., .. ..-. t i ., . ,. - I 1 1. .. i I I 1 t t -• 1' - 1 I It Ln ... ..... ... V/ 60 It ..t...1 .. - ... ..... ... \V -�— L 40 a' 30I fill 20 I.. .. 10 . t i- 1 I 1.11•: ..... f'i .:t'i 1.. .1.1 ..-.. .., 1- I , .. 1 1 I i .l '.' I 1 11 -1• - ..i' I l .1Ll .. .... .. I I 0.00 : 0.01 0.1&: q 1.00 10.00 100.00 Sieve. Size mm _. ..Note:. The illustrated.graph represents.thesand fraction only as.defined by D.E.P...policy#'BRPOWMINP-P00=1,Appendix.?. ._ , F TOWN OF BARNSTABLE SITE PLAN REVIEW 69 DATE: June 8, 1995 P . 9 >b TO: Tom McKean FROM: Carol Ann Ritchie, Site Plan Review Coordinator x RE: Site Plan Review # 37-95 ` Furniture Market/Myers ' 1520 Iyanough Road, Route 132, Hyannis d.a Map/Parcel: 253/030. Proposal: Subdivide existing furniture store. PLEASE BE ADVISED THIS IS A REVISED PLAN. f � �`{r { r P4� �•' i . " Please submit this form, with any comments or additional requirements you may have regarding the above referenced application, to the Building Commissioner's office by June 15, 1995. I have the following/attached comments/requirements regarding this application for Site Plan Review . I do not have any comments/requirements regarding this application for Site Plan eview at this time. Department of Health, Safety and Environmental Services (Signature) Q� t i, r BARNSTABLEO 7. MASS. 4X� i639• � r .. - ,..... ....., ,,. .. . :a.;A.. . .,,.; M, .•..,..w. .c„�,...,y..a�..a` Pr. r4"'3nc�4t''&` '�FSY�i;4I�.,�.• BUILDING DIVISIONS' BY k �• i N { 7 S GENERAL.DOC REVISED 9/26/95 t {, t L r. TOWN OF BARNSTABLE SITE PLAN REVIEW - DATE: April 24, 1995 TO: Tom McKean �1 FROM: Carol Ann Ritchie, Site Plan Review Coordinator RE: Site Plan Review # 37-95 Furniture Market/Myers 1520 Iyanough Road, Route 132. Map/Parcel: 253/030 Proposal: Subdivide existing furniture store. Please submit this form, with any comments or additional requirements you may have regarding the above referenced application, to the Building Commissioner's office by May 3, 1995. I have the following/attached comments/requirements regarding this application for Site Plan Review . I do not have any comments/requirements regarding this application for Site Plan Review at this time. (Signature) 57 J4na 11A1 b1 � - ��� � � � , a _ _. — - � v V U�1 `� �d !` � : 11 � � Zi uzs i ��d rc r McKean Thomas From: McKean Thomas To: Ritchie Carol-Ann Subject: Furniture Store/SP#37-95 Date: Tuesday,April 25, 1995 6:16PM Priority: Low Is this a change in use? The submitted plan shows only a 1,000 gallon septic tank and a 6X6 leaching pit with 4 feet of stone. The sewage flow from a store of this size would be 1,500 gallons per day based on 30,000 square feet multiplied by 5 gallons per 100 square feet. Thus, this septic system is not designed/constructed to handle the proposed flow. The applicant must supply plans showing the septic system design calculations(design data). It appears that a replacement or additional septic system is needed. L` ig'e S I� � c �� s TOWN OF BARNSTABLE SITE PLAN REVIEW DATE: May 23, 1995 TO: Tom McKean FROM: Carol Ann Ritchie, Site Plan Review Coordinator RE: Site Plan Review # 37-95 Furniture Market/Myers 1520 Iyanough Road, Route 132, Hyannis Map/Parcel: 253/030. Proposal: Subdivide existing furniture store. PLEASE BE ADVISED THIS IS A SUPPLEMENT TO PREVIOUS PLANS. Please submit this form, with any comments or additional requirements you may have regarding the above referenced application, to the Building Commissioner's office by May 26, 1995. I have the following/attached comments/requirements regarding this application for Site Plan Review . I do not have any comments/requirements regarding this application for Site Plan Review at this time. (Signature). APPLJCAYIVN 1UR SITE FLAN RLVJEW FOR on*]CE USE G.. DATE RECEI VED ACTION DUE BY LOCATION Legal Description: See attached description. Planning Board Subdivision Number# n a Assessor's Map and Parcel Numbers Map 253/20 Property Address# 1520 Route 132 (Iyanough Road) , Hyannis, OWNER OF PROPERTY APPLICANT Name,_ D & C Corporation Name# D & C Corporation 4ddress# 1520 Route 132 Address# 1520 Route H annis MA 02601 Hyannis, c TO Atty. Howard Siegal C�� ty, hvwdLu A. Phones 508-823-4567 Phones 508-823-456 ENGINEER or Design Professional AGENT(interest ownerr or applicant) Yame, Fenuccio & Peel Name: Charles M. Sabatt Address# 923 Main Street Address, Ar ito, Sween , Yarmouthport, MA 02675 Robertson & Du uy, P. 25 Mid-Tech Dr. , Yarmou . ... MA Phone: 5087362-8382 Phonet508-775-3433 02673 FAX: 508-362-8365 FAX: 508-790-4778 STOFi Ai=E TANkfSi OTILIT!£S ZONING CLASSIFICATION(S) :1l57lirn PROPOSED Sewer District, RF NunGer: 0 sunber: 0 Pciblic - Flood Hazard: ii.e: Size: Pr•iv:te x Groundwater Overlay# Above Ground:_ Above Ground; Fire Distr•icti HY• BA Grderat•ound: Undergrounds dater: Co LOT AREA: 224 1 700 sq. f Contents: Contents: Public X Private:_ NUMBER OF BUILDINGS Fire Protection:_ Existing# EARI_INC: S•FAACEr; CGRB CUTS Proposed# -zqulreQs _ Eristings 2 Electricals Demolitions b �rov2ded:_53 Proposed: 0 Arial: )n Site: 53 To CJoses 0 underground: x TOTAL FLOOR AREA (In sq.ft .-if Site: 0 Totals 2 Gas: Residential, Naturaltx_ Office6ee commercial IN_�ISTr?F:ICAL GISTf:ICT: ytQs,�x� (no)xx Frorane:_ Medical Offlcet 0 IN AREA .GF_CRITICAL fNVIRI?Nt1ENTAL Comae rci al r_3 0 . 0 0 0(specify use) furniture CONCEFB (E.O.E.A. f: (yes)_ (no)X ratai 7 u�P IUV-V ( F-BARNS1' Wholesale p F_F.1?JET0 V11WIRVl0.0'OF WETLAND RESOURCE AREA.x juL (no)KK Institutional,_ APR 2 4 1995 r Industrial# 0 l O u f . twit=r Zoning Uistrict old King's Highway District n,/a or n/a Listed in National andlor. State Register of Historic Places n/a Perimeter set backs+ Front 94 feet Side 67 feet to Old Strawberry Hill Road Rear 75 feet to O1d. Strawberry Hill Road Lot Coverage 65, 682 square feet (_29%) Tupe of Use ( zoning) Retail Flood Plain Zone C Elevation Number Of Floors 1 Floor Area: 1st 301000 2nd n/a other (specify) _ n/a Parking Requirements: Required 152 Provided 53 Handicapped Spaces 2_ Are there accessory buildings? no . Accessory Buildings Floor Area no PLEASE PROVIDE A BRIEF, NARRATIVE DESCRIPTION OF YOUR PROPtOVSo D PROJECT. Applicant proposes to divide- the existing structure into/ sepa"rate units by installing a dividing wall in the interior of the building. The Ethan Allen area will continue as a furniture store. The furniture market area is intended as eneral retail 1 assert that I have completed (or- caused to be completed) this page, t::c Site Plan Review Application and the checklist on ...the back of the application and that, to the best of my knowledge, the information submitted here is true. 5��� 4/18/95 Charles (signature) M. Sabatt (date) Attorney for Applicant 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 6 Tel. 508-775-3433 Fax 508-790-4778 L The land in Barnstable (Hyannis) , Barnstable County, Massachusetts, bounded and described as follows: NORTHERLY by the State Road known as Old Route 132 shown on plan hereinafter mentioned; EASTERLY by Old Strawberry Hill Road; SOUTHERLY by the new State Highway ( 1952 layout) ; and WESTERLY by land now or formerly of. Elsie L. Jones. Being the northerly portion of Parcels A and B shown on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 76, Page 11 . August 5,, -98'7• a S ' 'Mt: penis_i,;�: Pcar�.• . : . . Ati,rA at La'a* 9 y 4,36 Main stvte j.klyanr s; ma, 2601� ftBa' Myers Furniture•gthan111en; allcry te: 134 7 f3yannis; ass.. De r M r: 1?t~th The cc3ndAtiono Variance-.gr atec ;}►out clieztt`, Myers F_utriiCure St,pre; im ,Jul} �d; 1986, 'Prom the,,lnt rim Crd6nd•wa -rptoct qp'Rdpl4tion-is extogftd fora period of one, 1 4- 41 year.0 eXpir& Septemb6r 1, 1968r The corid,�tions.Ioutli�red icy 'oUF lettot dated dt�ly!Ii7, 18$6, must be complied. with and are'�attaced' Very truly pours' r% L ©rover C: M Arrish;`1►� 1) - Chairman' , ! �oard 4f Healtn Town of-bainst'able a 4 encl: ^. =,}.� lea` -�h / �� 5,� * _j M1�t a }•• ' r FERN, ANDERSON, DONAHUE, JONES & SABATT, P_ A_ ATTORNEYS AT LAW DANIEL J. FERN R O. BOX SIB RICHARD C.ANDERSON 435 MAIN STREET ROBERT J. DONAHUE HYANNIS, MASSACHUSETTS 02SOI STEPHEN C. JONES CHARLES M. SABATT AREA CODE 617 77S-SS2S July .27, 1987 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Attn: John Kelly Gentlemen: In connection with the variance granted by your board under date of July 17, 1986 to Myers Ethan Allen, premises on Route 132, Hyannis, Mass. , a copy of which is enclosed, I note that the variance expires August 1, 1987. Because it has been necessary to have several subsequent hearings before the water resources authority, the Board of Selectmen and the Board of Appeals, it has not been possible to put this special permit to use be- fore it is expected to expire. Still another hearing is required before the Board of Appeals which is scheduled for August 13, and a request for an extension of your permit for some reasonable period of time is hereby made. in order to allow for all necessary hearings and possible appeals to take place. I trust this may be allowed by your board-without any personal presentation, but if a personal appearance is necessary to further explain the need for this extension, please advise. Yours very truly, Daniel J. ern DJF:esj Enc. �nFTHE tO� TOWN OF BARNSTABLE 6�P ♦� OFFICE OF i BAIlF9TABLE, i MA66. BOARD OF HEALTH rooms 'G S9��e� 367 MAIN STREET Q.m HYANNIS, MASS. 02601 July 17, 1986 Mr. Daniel J. Fern Attorney at Law 436 Main Street Hyannis, MA. 02601 Dear Mr. Fern: You are granted a conditional variance on behalf of your client, Myers Furniture Store (Ethan Allen), Route 132, Hyannis, from the Interim Groundwater Protection Regulation limiting daily sewage flows to 330 gallons, per acre, using Title 5 flow estimates. The variance granted will allow you to install an onsite sewage disposal system for the existing 30,000 square foot building and the proposed 37,000 square foot addition for the Ethan Allen Furniture Store, Route 132, Hyannis, with the following conditions: (1) Onsite sewage disposal system plans, prepared by a professional engineer, using Title 5 and Town of Barnstable estimated sewage flow rates must be approved by the Board prior to issuance of a building permit. (2) After approval of the onsite sewage disposal plan, the designing engineer must be on site and supervise construction of the septic system and 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) Gasoline and oil separators must be installed in any catch basins located on the property and a written agreement furnished the Board from a licensed hazardous waste transporter. (4) Any change of usage of this property must be approved by the Board. (5) The variance expires August 1, 1987. The variance is granted for this 5.5 acre site because water meter readings for a period of one year indicate that the existing structure and the addition would generate approximately 248 gallons of sewage daily - well under the 330 gallons, per acre, allowed by the Board of Health Regulation. In addition, the Water Quality Advisory Committee found that there would be no excessive deleterious effects on the ground water supply by the granting of this variance. V r trAdly yours Robert L. Childs Chairman BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm July, 17, 1986 Mr. Daniel J. Fern Attorney at Law 436_Main Street Hyannis, MA.. 62601 ; Dear Mr. Fern:, You are granted a- conditional variance on behalf of yout' client; Myers Furniture Store (Ethan Allen), Route -132, Hyannis,. from ,the Interim Groundwater' Protection. Regulation limiting daily.sewage flows to 330 gallons, per acre, using Title 5 f low-estimates. The •variance granted will allow you to install an onsite sewage disposal system for.the existing 30,000 square foot building:and the. proposed 37,000 square foot addition for,the Ethan Allen Furniture Store, Route 132,1Hyannis, with the following conditions: (1). Onsite sewage ,disposal .system.. plans, prepared by a professional engineer, .using Title .5 and Town 'of Barnstable estimated sewage, flow rates_ :must be, approved by the Board.prior to issuance of,A,building permit. (2) After. approval oP the onsite sewage disposal plan; ,the designing engineer must be on `site and supervise construction of the septic system 'and 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) Gasoline and oil separators must be .installed in any catch, basins" located on the property and a written agreement furnished the Board from a licensed hazardous waste transporter. ' (4) Any change of usage of this property must be approved by the Board. . -(5) The variance expires August 1,.1987. The variance is granted for this 5.5 acre "site because water,meter readings for a period. of , one year indicate. _that the existing structure and the addition would generate approximately- 248 gallons of sewage daily - well-under the 330.,gallons„per acre,-allowed by the Board of Health Regulation: In addition, -the 1 Water,Quality Advisory Committee found that there would be no excessive deleterious.effects onahe ground watersupply-by the granting of this variance. Ver truly yours, ober : Childs Chairman; BOARD OF HEALTH TOWN OF BARNSTABLB JMK%mm TOWN OF BARNSTABLE WATER QUALITY ADVISORY COMMITTEE . 367 Main _Street Hyannis, Mass. 02601 - DATE: JT7Z, 11, 1986 TO: FROM: TOM MUIJEN, WATER..QUALITY ADVISORY COMMITTEE RE: MEYERS FURNITURE-COMPANY, D/B/A ` ETHAN ALLEN FURNITURE' ', ROUTE 132;"HYANNIS t* At a regularly scheduled meet ina of the-Witer Quality Advisory ComJrtittee (WQAC) on June 11, 1986, the ;Dresentat.ion -was made by the above fir �� for a variance from L r_e. 330 Rule as -enforced by your 'department. Upon.due deliberation, the 'WQAC found there would be--no excessive deleterious e.ffects - on th'=. groundwater supply by the requested-expansion of• the building and change of use. 4 . " However, it is urged that'if ,a-variance is to be 'granted, it be liriited to the change of use and expansion as proposed,. and that any additional change in use or expansion be subject to, further reviews by ,the.-,Board 'of Health and the WQAC. _ J TM:eb V `: leo ,� FERN, ANDERSON, DONAHUE, JONES & SABATT, P_ A_ ATTORNEYS AT LAW DANIEL J. FERN P. D. BOX SIB RICHARD C.ANDERSON 436 MAIN STREET ROBERT J. D13NAHUE HYANNIS, MASSACH.USETTS 02SOI STEPHEN C. JONES CHARLES M. SABATT AREA CODE 617 77S-S62S June 19, 1986 Board of Health Town of Barnstable Town Hall. Hyannis, MA 02601 Attn: Peg. Dear Peg: It is my understanding, through a conversation you had with my secretary today, that with respect to the request for variance of Myers 132 Corp. pending before your board, that you are awaiting word from the Water Quality Advisory Committee before placing this matter on your agenda. I would appreciate it very much if you would advise me at such time as this matter is ready to be taken. up by the board. Xours very truly, Daniel J. ern esj Reab Dept. DTown of Bamstablee D 1 R f e= �`�A t �� 11 �JUN 2 0 r�986 i r ____�--_-_ _�__ ___ T�, i i /� i� I IJ �ti l f i t t I � n � � j /` � ..�- e. S P(� f �w 5��. � ' �. £ ,,, �_ __� f �pF'[HE I,p�y' Town of Barnstable B,U NsrABLF_ ; Department of .Planning and Development �'ppA i639 397 Main Street Hyannis, MA 02601 (617) 775-1120 ext. 141 January 7, 1987 TO: Barnstable Zoning Board of Appeals FM: Larry L. Dunkin, Principal Planner RE : APPEAL ## 1987-03 (MYERS/RT132) Location: The Myers Furniture store is on a 5. 16 acre parcel located north of Route 132 and west of Old Strawberry Hill .Road. Zoning.: The parcel is in the RD- 1 and RF- 1 zones. The RD- 1 and RF- 1 zoning districts are single-family residential zones with a minimum size of one acre. Environmental Issues : The area is not served by town sewers and presently is not planned to be served by town sewers. Sewers are planned to extend along Route 132 only as far as Phinney's Lane. Background: In 1968 the Barnstable Board of Appeals granted a use variance to permit Myers Furniture to build a furniture store 120 by 125 feet. In 1973 the building had not been constructed and Myers again applied to the Board of Appeals for a variance to increase the size of the proposed building to 150 feet by 200 feet on one floor . The variance was granted and the building was constructed. . Applicants Proposal : The present building measures 150 feet by 200 feet according to the plans , and has 30, 000 square feet of floor area. The applicant proposes an addition of 210 feet by 188 feet or 39,480 square feet on the ground floor. A basement is also to be provided of unspecified dimensions. If the basement has the same dimensions as the first floor, the total size of the new addition would be 78,960 square feet, or more than two and a half times the size of the existing building. a t.,r r Page 2 Relief Requested: A "modification" of a variance has been requested. Staff Recommendations: A retail store or warehouse operation is not permitted in the RD- 1 and RF- 1 . The original building was permitted by use variance in 1973. To expand a use permitted by a use variance, another use variance is required, as no provisions exist (either in State Statute or local Zoning Bylaws) to "modify" variances. In addition, use variances within 300 feet of Route 132 are no longer permitted. Therefore, it is the recommendation of this writer that the above captioned appeal be denied. 'i i of�He row Town of Barnstable BAtNSTABLE Department of Planning and Development a MASS. " i639. ,00 397 Main Street Hyannis, MA 02601 (617) 775.1120 ext. 141 ArFD MPS A January 7, 1987 TO: Barnstable Zoning Board of Appeal FM: Larry Dunkin, Principal Planner . RE : APPEAL # 1987-02 ( GLOWACKI ET AL. /ROUTE 132) Location and Size of Parcel : The lot is a . 16 acre (6, 540 square foot) parcel of. land located on the south-east corner of the intersection of Route 132 and Nightingale Lane intersection. Procedure: The applicant submitted plan to the Building Inspector for a building permit but was denied. Zoning: The parcel is located within the HB Highway Business District and zone of contribution 1 . Uses in the HB District require special permits from Zoning Board of Appeals. Applicant's Proposal : The existing use of the premises includes a one and a half story office building and two one story garages, with dimensions of 40x33 , 20x20 , 35x20 feet respectively, covering 2400 square feet of the lot. The applicant is proposing to remove the existing three buildings and construct a single commercial /office building. The dimensions of the proposed building are 60x40 feet for a total of 2400 square feet of lot coverage. The applicant has not specified the number of stories on the proposed new building. The applicant's plan is poorly designed and does not conform to zoning regulations. The maximum lot coverage in HB zones is 30% of the total lot area. The proposed building will cover 33% of the lot area. The minimum front yard setback in the HB . District is 60 feet, and is applicable from both streets . The proposed building is set Page 2 back from Nightingale Lane less than one foot to a maximum of five feet. The minimum total required side yard setback is 30 feet provided that no allocation of such total results in a setback of less than 10 feet. The proposed building has a sideyard setback of five feet on the south side is less than one foot to six and a half feet on the east side. In the HB district, each lot is required to have a green strip of ten feet in width along each side abutting an existing roadway. The proposed plan does not show such green areas from either Route 132 or Nightingale Lane. The proposed parking lot shows 12 spaces with an IS foot access aisle to a parking lot with 90 degree parking dimensions, an aisle width of at least 24 feet is recommended. The number of spaces will be reduced when acceptable design dimensions are applied. Recommendations: The applicant has applied for both a Special Permit and a Variance which should not be dealt with as one item. Since Special Permits and variances are two separate processes, each should be submitted separately. The application and advertisement does not specify which variances are requested. The present plans require a number of variances from the front yard and side yard setback requirements, from the vegetated ten foot buffer strip and from the lot coverage requirements— The proposed parking does not have adequate aisle width to be useable. The Department of Planning and Develoment has no objections to the redevelopment of this property. However the proposed building should be reduced in size so that the parking is properly designed and at least some screening setbacks provided. It is recommended that the Board allow the application to be withdrawn without prejudice and that the site plan be redesigned. When the applicant reapplies to the Board of Appeals, all variances necessary should be listed properly. If I OF t� p�k� 6 o� Town of Barnstable ° BARNSI'AF3LE, Department of Planning and Development � s vo MASS. 397 Main Street Hyannis, MA 02601 (617) 775-1120 ext. 141. O Ok i639. �0 ATFD MP'�A January 7, 1987 TO: Barnstable Zoning Board of Appeals FM: Larry Dunkin, Principal Planner RE: APPEAL # 1987-04 (McSHANE/ROUTE 28) Location: The subject parcel is a 77,694 square feet lot located on the north side of Route 28, west of Newtown Road in Cotuit. ' Zoning: The lot is in the RF zoning district, a single family residental zone with a minimum lot size of one acre. Procedure: The applicant has not submitted plans to the Building Commissioner nor applied for a building permit. Environmental Issues : The lot is in the zone of contribution to public supply wells. Sewers do not serve this area and there are no plans to extend sewers to this area. Applicants Proposal : The applicant proposes to raze the three existing cottages and erect a two story office complex of 8,910 square feet of floor area. Relief Requested: The petitioner has applied for a special permit to change, ' extend, or alter a pre-existing, non-conforming use. Recommendations: The present use of the property (three cottages) is non-conforming only in that three residences are located on the same lot. The use of the cottages as residences is permitted generally in the RF Residential Zone. As no non-residential uses currently exist on the property, there is no standing to request a change from one non-conforming use to another. Therefore it is the recommendation of this writer that the above captioned appeal be denied. 1 i o � 6 77 Jim �LG�/wcS v( -��a-7 y y�o '47 y 0U6 S— `�-- ��� 3 0, � - .� , � �. _ . , � � � . - : � . �\ z / �� \ $ � � ' � �� ® � - ,,� � �� ' . % . � 3 � � 2 � � . ._ . . � ` � , � r � �/. : . . � ©�a��� /��� ®/�; � p+/.< , , . �{ �!a /}" Q �5 ' � { :/\��/. ' � \ , ! � ��%/�] � . �/\ \\, r 4r � i/ v � s•I /1 1��4. iL rh r ALGERANoGUNN �''✓ � ,� ARCHITECTS f7K STANLEY F.ALGER,JR.•ARCHITECT • P. O. BO.X 369 OWEN RUSSELL GUNN•ARCHITECT 396 MAIN STREET HYANNIS.MASS.02601 June 2, 1986 7 7 5 2 3 2 4 TOWN OF BARNSTABLE Water Quality Advisory Committee Phinney' s Lane Barnstable, MA 02630 Attn: Mr. Thomas Mullen Re: Proposed Addition to the Ethan Allen Gallery For Myers 132 Corp. Ladies & Gentlemen: We are the Architects for the above mentioned project and I will be the principal in charge. We were also the Architects on the original building. This site is within a zone of contribution to the Barnstable Water Supply and therefore required special attention to many aspects of the design development. The following criteria and calculations were considered major concerns and are presented for your review and approval . % of Areas Site Occupied SITE: 5. 55 Acres ------------------------------=----- 241 ,758 SF 100% Building ----------------------------------------- 67,750 SF 28%--- Existing -- 30,000 Proposed 37,750 Walks, Drives & Parking -----------------.--------- 63,783 SF 26% Lawns, Landscaping & Natural Vegetation ----------- 110;225 SF 46% — SEWAGE FLOW: These calculations were determined by Mechanical Engineers, FALES, LETENDRE & ZIOBRO, INC. , P.O. Box 249, Middleboro, MA, from water meter readings for twelve (12) months: Sewage Flow (Exis.ting) - =--------------------=---------------- 47,500 Gallons Irrigation Lawns/Landscaping --------------------------------- 96,500 Gallons Total--- 144,000 Gallons Sewage Flow (Proposed) 67,750 2.26 x. 47,500 ------------------------------ 107,350 Gal-ions/Year 30,000 107,350 x 200% of average meter readings (Title V) ------- 214,700 Gallons/Year Sewage Flow (Maximum Allowable) 330 Gal/Acre/Day x -5.55 Acres x 365 Days ----------------= 668,497.5 Gallons/Year p Wat-r '. i ty Advisory Committee Pro osed Addition to the Ethan Al ,�n Gallery June 2, 1986 Page Two In addition, we plan to carry storm water runoff through vegetated root mass areas (lawns, landscaping & natural vegetation) to recharge the ground water supply. I look forward to meeting with your Committee on Wednesday, June 4, 1986, to answer any questions. Very truly yours, ALGER and GUNN, Architects Owen R. Gunn kpn :.. cc: Mr. Stuart Myers Atty. Daniel Fern May 21, 1986 Mr. Daniel J. Fern Attorney at Law 436 Main Street Hyannis, MA. 02601 Re: Myers Furniture Store, Route 132, Hyannis Dear Mr. Fern: Your request for a variance from the 'Interim Groundwater 'Protection Regulation limiting daily sewage disposal flows to 330 gallons per acre in bider to construct a 37,000 square foot addition to Myers Furniture Store has been referred to the Water Quality Advisory'Committee for their`recommendation. Please contact Mr. Thomas Mullen, of the Barnstable Fire District, the Chairman of the Water Quality Advisory Committee for an appointment. Very truly yours, Bert L. Childs Chairman BOARD OF HEALTH TOWN OF BARNSTABLE JMKjmm cc: Water Quality Advisory Committee e No. .. Date 6 Fee �C5 Q�aft .eTo�` TOWN OF BARNSTABLE OFFICE OF HAH3lTMM4 i Y"& BOARD OF HEALTH -3, i639' \e� .367 MAIN STREET �'0 Y�Y M• HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT Myers 132 Corp. TEL. NO. 3624522 _ -ADDRESS OF APPLICANT Route 132, Hyannis, Mass. NAME OF OWNER OF PROPERTY Myers 132 Corp. SUBDIVISION NAME n/a. DATE APPROVED n/a ASSESSORS MAP AND PARCEL NUMBER Map 253 lots 20- BA " 20. GQ '. 20 HX extended onto Map 254) LOCATION OF REQUEST Route 132, Hyannis, Mass. VARIANCE FROM REGULATION (List Regulation) regulation effective February 21, 1985 relating to protection of groundwater quality within zone of contribution REASON FOR VARIANCE (May attach letter if more space is needed) Calculation of sewage flow under Title 5 which is based upon actual meter eadi g of PstabliGbPd flow indicates compliance with Title 5 and local regulation see attached memorandum. PLAN - TWO COPIES OF PLAN MUST BE SUBMIT ED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman 'F Ann Jane Eshbaugh DANIEL J. FERN 436 MAIN STREET Grover C.M. Farrish, M.D. HYANNIS, MA 02601 BOARD OF HEALTH TOWN OF BARNSTABLE MEMOL'MUM TO: Barnstable Board of Health Re: Myers - Route 132, Hyannis The following data is furnished in connection with the application for zoning- modification of Myers Route 132 Corp. (Myers Ethan Allen Gallery) to enlarge its present building, with particular reference to prospective sewage flow. The parcel of land contains 5.16 acres (224,700 sq. ft.) and will contain a building 67,750 sq. ft. , of which 30,000 sq. ft . are expected to be retail furniture and furnishings, and 37,750 sq. ft. are expected to be for shipping and receiving. The building will cover 30 percent of the land, the walks and drives 40 percent, and lawns and landscaping "30 percent.' Title 5 regulations include estimated sewage flow for a variety of establishments but do not contain an estimate for furniture stores. It is provided that "estimated sewage flows other than those listed shall be con- sidered in relation to actual meter readings of established flows from known or similar installations . sewage flows will be based on 200 percent of average water meter readings . The presently existing building contains about 30 ,000 sq. ft. In the year October 1, 1984 - October 1, 1935, there was actually consumed 144 ,000 gallons of water, .as shown by copy of meter reading attached. No changes in lawns and landscaping are contemplated that would affect the volume of water used for those purposes. Engineering studies establish that of the total of 144,000 gallons of water previously used, 96,500 gallons were used for lawns and landscaping, leaving 47,500 gallons used in connection with the store. (See copy of letter report attached.) The increase in building size to 67,750 sq. ft. from about 30,000 sq. ft. , is about 37,750 sq. ft. making the enlarged building 226 percent of the original size. 226% x 47,500 = 107,270 gallons of water expected to be used for building as enlarged The water used for lawns, etc. would not produce any typical "waste," so that the enlarged building would produce 107,270 x 2 = 214,540 gallons of waste (621,622 gallons allowable) . Even if the water used for the lawns were deemed to produce typical "waste," the building would consume 107,270 gallons the lawns would consume 96,500 Total water consumption 203,770 gallons Such total calculates 203,770 x 2 = 407,540 gallons of waste (621,522 allowable) . Title 5 waste allowable is 330 gallons per acre building: 330 x 5.16 = 170,280 per day x 365 = 621,522 gallons Allowable: 621,522 gallons waste annually -2- L.- �-- L L L i Water Bill ;6LIS V 182 7 0 Make checks or money orders to BARNSTABLE FIRE DISTRICT and mail to Water Department Collector, Box 546, Barnstable,,Ma. 02630. JA C OCT May be paid at Water Department Office, Phinney's Lane, Barnstable, 2 Monday through Friday 9:OC-2:00. Tel: 362-6498. SERVICE NO. .920 A&B (Ethan Allen) Muyers- F=iture Box 1240 L Hyannis, MA 02601 Meter Readings Tabulation Previous Balance From 10/1184 ..590nno Minimum ouarterly rate S 12.00 7-1 - 10-1 To 9/30185 734000 Water On Gallons Metered 144000 Water Off Gallons Allowed 12 mos. 40,000 Meter Rental EXCESS GALLONS 12 mos. . 104000 EXCESS CHARGE 12 mos. 115.00 Other REC'D. 11,0 7/ h/ u 0 ;.-TOTALT-- ACCT e $ 127.00 - r,K.NO. .......... Bills due on Presentation Please detach and return duplicate bill with youi remittance -AV- RATE INFORMATION ON REVERSE SIDE ALG'ER AND GUNN ARCHITECTS STANLEY F.ALGER.JR.•ARCHITECT P O. BOX 3 6 9 OWEN RUSSELL GUNN•ARCHITECT 396 MAIN STREET HYANNIS,MASS.02601 7 7 5 2 3 2 4 April 16, 1986 Attorney Daniel J. Fern 436 Main Street Hyannis, MA 02601 Re: ADDITION FOR MYERS 132 CORP. Route 132 Barnstable, MA Dear Attorney Fern: In response to your. inquiry concerning sewage flow at the above mentioned project, I have reviewed this question with our Mechanical Engineers, FALES, LETENDRE & ZIOBRO, INC. , P.O.Box 249, Middleboro, MA. They gave me the following report based on their calculations which take into account the Ethan Allen Furniture Store operation, plumbing fixture units, water meter readings and usage for the last year: Sewage Flow ---------------------- 47,500 gallons Irrigation of lawns/landscaping --- 96,500 gallons Total gallons of water consumed --- 144,000 gallons Should you require additional information, please do not hesitate to call on me. Very truly yours, ALGER and GUNN, Architects Owen R. Gunn kpn STATIT1(a __ ; ;j AREAS f PROPERTY (5.16 ACRES) 224,700 SQ. FT. BUILDING — — 67,750 SO. FT. t 89,000 SQ. FT. WALKS/DRIVES 'E C LAWNS/LANDSCAPING 68,020 SQ. FT. PERCENT ' BUILDING 30% WALKS/DRIVES 40% { LAWNS/LANDSCAPING 30% R PARKING 214 CARS BUILDING_ y E};ISTIf�C� 1 FLOOR ; PROPOSED ----- — p — — _ 1 FLOOR WlBASEIMEN� T RE T A1l_. — _— — 30,000 SO. FT. { SHIPPiNGIRECEIVINCA' 37,750 SO. FT. s r i f i I I E� BARNSTARLE FIRE DISTRICT j) [�arnstable Massachusetts 02630 oN 1887CHO oQ ♦ s� ' PHONE: 617-362-6498 'bnwuxia�` May 8, 1986 Town of Barnstable Zoning Board of Appeals 367 Main St Hyannis, MA 02601 Dear Board Members: In your review of the request for a modification to a variance granted to Myers 132 Corp., the water department would like you to consider the following comments: When Myers originally applied for a variance to use this residentially zoned land for commercial purposes, the water department had no objections, even though the property is directly upgradient of our #3 gravel packed well. The minimum residential size of 65,000 sq. ft. in this zone was established based on groundwater protection concerns. This concern for groundwater pro- tection has been reinforced through the towns recently completed hydrogeologic study (SEA Consultants, 1985). In reviewing the plans of the proposed addition, it is very obvious that the new addition, when combined with the orginal structure, represents a gross overuse of the land. This is true from an asthetic point of view and even more so from a water quality perspective. The following criteria are suggested to bring this proposed expansion into line with accepted groundwater protection development standards:. First, that the lot retain 50% of its area in a vegetated state, in other words, impervious surfaces, buildings and asphalt, should not exceed 50% of the total lot area. Secondly, that the stormwater runoff from the buildings and pavement be recharged to the groundwater through vegetated root mass areas. This will help to remove nutrients and contaminants which are normally found in such runoffs. Thirdly, that the Board of Health regulation governing septic system useage within a zone of contribution, the 330 rule, be enforced. a of s s Zoning Board of Appeals -2- The location of this facilityjust 1200 feet adient from our 3 well J uPgr' # make these precautions essential. Very truly yours, Thomas J. Mullen Supt. Water Dept. / Copy: John Kelly, Board of Health Russell DeConti, Director of Planning TJM:pb MEMORANDUM TO: Barnstable Board of Health , Re: Myers - Route 132, Hyannis The following data is furnished in connection with the application for zoning modification of Myers Route 132 Corp. (Myers Ethan Allen Gallery) to enlarge its present building, with particular reference to prospective sewage flow. The parcel of land contains 5.16 acres (224,700 sq. ft.) and will contain a building 67,750 sq. ft. , of which 30,000 sq . ft. are expected to be retail furniture and furnishings, and 37,750 sq. ft. are expected to be for shipping and receiving. The building will cover 30 percent of the land, the walks and drives 40 percent, and lawns and landscaping 30 percent. Title 5 regulations include estimated sewage .flow for a variety of establishments but do not contain an estimate for furniture stores. It is provided that "estimated sewage flows other than those listed shall be con- sidered in relation to actual meter readings of established flows from known or similar installations . . . sewage flows will be based on 200 percent of average water meter readings " The presently existing building contains about 30.,000 sq. ft. In the year October 1, 1984 - October 1, 1985, there was actually consumed 144,000 gallons of water, as shown by copy of meter reading attached. No changes in lawns and landscaping are contemplated that would affect the volume of water used for those purposes. ii•: L Engineering studies establish that of the total of 144,000 gallons of water previously used, 96,500 gallons were used for lawns and landscaping, leaving 47,500 gallons used in connection with the store. (See copy of letter report attached.) The increase in building size to 67,750 sq. ft. from about 30,000 sq. ft. , is about 37,750 sq. ft. making the enlarged building 226 percent of the original size. 226% x 47,500 = 107,270 gallons of water expected to be used for building as enlarged The water used for lawns, etc. would not produce any typical "waste," so that the enlarged building would produce 107,270 x 2 = 214,540 gallons of waste (621,622 gallons allowable) . Even if the water used for the lawns were deemed to produce typical "waste," the building would consume 107,270 gallons the lawns would consume 96,500 " Total water consumption 203,770 gallons Such total calculates 203,770 x 2 = 407,540 gallons of waste (621,522 allowable) . Title 5 waste allowable is 330 gallons per acre building: 330 x 5.16 = 170,280 per day x 365 = 621,522 gallons Allowable: 621,522 gallons waste annually -2- "N 'sy's: Water Bill o\. 1327 Q i Make checks or money orders to BARNSTABLE FIRE DISTRICT and mail s4-, * ,�% to Water Department Collector, Box 546, Barnstable,*Ma. 02630. May be paid at Water Department Office, Phinney's Lane, Barnstable, pC Monday through Friday 9:OC•2:00. Tel: 362-6498.�N SERVICE NO. .920 A&B (Ethan Allen) Muyers Furniture Box 1240 Hyannis, MA 02601 Meter Readings Tabulation Previous Balance From 10/1/84 `54000o Minimum ouarterly rate $ 12.00 To 9/30/85 734000 Water On Gallons Metered 144000 Water Oft Gallons Allowed 12 mos. 40,000 Meter Rental 104000 115.00 EXCESS GALLONS 12 mos. EXCESS CHARGE 12 mos., Other REC't7. • ACCT - TOTAL'- $ 127.00 `�3 Etu30 CK.NO. Bills due on Presentation': . Please detach and return duplicate bill wl�h.your remittance -W RATE INFORMATION ON REVERSE SIDE -Ill l i ALGERANoGUNN ARCHITECTS STANLEY F.ALGER,JR.•ARCHITECT F. O. BOX 3 6 9 OWEN RUSSELL GUNN•ARCHITECT 396 MAIN STREET HYANNIS,MASS.02601 7 7 5 2 3 2 4 April 16, 1986 Attorney Daniel J. Fern 436 Main Street Hyannis, MA 02601 Re: ADDITION FOR MYERS 132 CORP. Route 132 Barnstable, MA Dear Attorney Fern: In response to your inquiry concerning sewage flow at the above mentioned project, I have reviewed this question with our Mechanical Engineers, . FALES, LETENDRE & ZIOBRO, INC. , P.O.Box 249, Middleboro, MA. They gave me the following report based on their calculations which take into account the Ethan Allen Furniture Store operation, plumbing fixture units, water meter readings and usage for the last year: Sewage Flaw ----------------------- 47,500 gallons Irrigation of lawns/landscaping -- 96,500 gallons Total gallons of water consumed --- 144,000 gallons Should you require additional information, please do not hesitate to call on me. Very truly yours, ALGER and GUNN, Architects K. Owen R. Gunn kpn n i 0 O 0 465 Route 134 0 P.O. Box 1418 (508) 398-6071 South Dennis, MA 02660 Fax (508) 398-4559 . The Largest Supplier of Building Materials in Southeastern Massachusetts. March 6, 2003 Health Department& Plumbing Inspector of Barnstable County Dear Sir or Madam: This is in regards to our new showroom under construction at 1520 lyannough Road (Route 132), Barnstable Massachusetts. As requested this letter is being written to ter... clarify the intent of the "working" kitchen located in our showroom. This kitchen which will have both working appliances and plumbing is intended to demonstrate the appliances displayed and to show a working kitchen environment. Its sole use will be for the purpose of selling building materials to our customers. No , food items prepared will ever be sold to any customer or the general public. Cooking demonstrations greater in scope than showing an individual client will only take place one or two times per month at a maximum of thirty customers. In total it will.be under much less, use than if it was installed in a normal residential application. I hope. that this clarifies the limited nature of our planned use as it pertains to requirements for grease traps and commercial ventilation. Sin erely `' ouglas B. Bohannon President Mid-Cape Home Centers ` Wellfleet • Orleans • South Dennis • Hyannis • Plymouth • Martha's Vineyard c. YOU WISH TO OPEN A BUSINESS? 33 For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME it town (which X you must do by M.G.I..- it does not give you permission to operate.] Business Certificates are available at the Town Clerk's Office, 1" FL. 367 M Main Street,Hyannis, MA G26D1 (Town Hall) N m m DATE: 4 2,A 0(,,, -_ -_ Fill in please: e` APPLICANT'S YOUR NAME. aA BUSINESS 3 r���YOUR HOME SS: yr° �03 q E TELEPHONE # Home Telephone Number $"� u NAME OF NEW BUSINESS_ n Kkkn ReJ .c 1, Ii,I� �-WPE DF BUSINESS +0U ( � 15 THIS A HOME OCCUPATtDN? YES NO--\C" x Have you been given approval from tll3e, building divisibn? YES NO PS ci ADDRESS OF BUSINESS )SaO KQLZt7_ f MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 2DO Main St. - (corner of Yarmouth Rd. S Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature"" COMMENTS: 2. BOARD OF HEALTH This individual be. aninforme of h e requirements that pertain to this type of business. e ' AA Authn iz d SioXi4 rrer' COMMENTS:- � - � - , mw A 3. CONSUMER AFFAIRS (LICiENSiNG AUTHORITY) °D This individual has begin-informed of the licensing reRuirernents that pertain to this type of business. w z. `Authorized Signature`' D COMMENTS: m, T m N r� O ru ►' • E' F I C I A L U S E:�-j Ln CO Postage $ �I nj Certified Fee S o Return Receipt Fee O Postmark\�( OO (Endorsement Required) Here � Restricted Delivery Fee p ' C'� (Endorsement Required) b / e C3 Total Postage&Fees ru!r o D&C Investment Corp % %David Blotnick a PO Box 1827 f , Certified Mail Provides: i o A mailing receipt o A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years r y, Important Reminders: 'e Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. c Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT-Save this receipt and present it when making an inquiry: PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 i y " ri My Ia Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ® Print your name and address on the reverse Xr ❑Addressee so that we can return the card to you. Receiv dQP �?`d r0_ D e De ivery "® Attach-this card to the back of the mailpiece, .f or on"the front if space permits. �~ ``� / 1 Article Addressed to: D. Is delivery.2es, ifferent from item 11 Yes If YES,ery�eKde very address bpfoi ❑ o UInvestment Corp' a . %David`Blotnick PO Box 1827 3. Service Type Palm City, FL F34991 ❑Certified Mail cx ress Sy ❑Registered. =;,D Return Receipt for Merchandise ❑ IrApU.ed M ,.G;0=D. Restrjq ed Deltvery.�(Extra Fee) ❑Yes K.�:. .• C 2. Article Number t (transfer from service label) '7 01°2 i 1010= 0 i7 00 2851 19 2 0 �1�11 F i PS Form 3811.February2004 Domestic Return Receipt. 102595-02-M-1540 UNITED STATES-POSTAL SERVICE First-Class Mail Postage&Fees Paid. USPS Permit No..G-10 •Sender: Please print your name, address, and ZIP+4 in this box' Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 I `ri ` F '1 - ie,3 - i i'1}'_t' a £i'. _ '''}}}r ' }! li i II i } i ! 1 }r ! l r nstable Town of Barnstable Bar Regulatory Services Department ' * snxrisrnsM MAM Public Health Division m 639 A,� x 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO, CERTIFIED MAIL# 7012 1010 0000 2851.1920 January 27, 2014 f D&C Investment Corp. %David Blotnick PO Box 1827 Palm City, FL 34991 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 • The septic system located at t520 Iyannough Road/Rte 132, Barnstable,MA was last inspected on 1/9//2014, by Joseph R. Smith, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE 5 (310 CMR 15.00)`due to the following. • System is in hydraulic failure • Distribution box must be replaced You are ordered to repair or'replace the septic system within Sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action: PER ORDER OF' BOARD OF.HEALTH Thom s cKean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\1520 Iyannough Rd Rte 132 Barn 2014.doc M Q 3 r,N za r � /1,2.S7-EL OF FOUNDATION CONCRETE COVE11 ' CONCRETE COVERS •'; 4"CAST IRON X 8,L3 2 MAX. 12"MAX OR SCHEDULE 4� 411 SCHEDULE 40 PVC (ONLY) PIPE - MIN. LEACH PE j PITCH 1/4"PER PITCH 1/4"PER.FT PIT e, PRECAST � e INVERT J LEACHiNO e EL../4)-f INVERT INVERT `� ! PIT OR SEPTIC TANK DIST. �• INVERT EL..!os.BB BOX EL./.s,4/ ; _ ,.; .�. • EL /o4.i3 /3�0o GAL . - INVERT INVERT �' M 8M 0' •;,' 3/4"TO I V2' EL/� f8 WASHED �+ STONE /4' DIA:-•--+�t.�vc�pwrwe`a PROFILE OF -GR6UN6 wAT& TABLE - _ .- `` �\ SEWAGE DISPOSAL SYSTEM r NO SCALE WITNESSED BY SOIL LOG !' DATE j TIME . ,/ &3, /97B i�AuG C• �U�2AY BOARD OF HEALTH L� „ -- i" �.- TEST HOLE I TEST HOLE 2 CyA.eLE� Z: , SPoH2 � ,� .... f _�-."•. . --' E L E V ii.?,is E L E V. iio.23 . . — ENGINEER � .. DESIGN ' 7 M • •^ - x� „ ue_ n, svg_so�L DATA r,. .. 87-r4 SO./% 66rc&- =/oeo = ya t.�. r» EZ. /o/r'.Go NUMBER OF BEDROOMS B•7-�4 XTS' GS.SC.P, 17. 'Z + \ Z1- A0 - - �13L/r'✓E, { - TOTAL ESTIMATED FLOW GSS GALLONS/DAY CL``'4^i BOTTOM LEACHING AREA /r3. 7 SO.FT. /PIT/G'�D. r< ,�F. �1�. +',/ '---.-... - COft•2SE __ ` '- _ •i ,f st B�ow.v �geoVvn/ SIDE LEACHING AREA /�/ 9 SO FT/ PtT/91ftC'/,D D S D GARBAGE DISPOSAL AREA INCREASE) p f�o.�E .(SO% ASE TOTAL LEACHING AREA PAVE'L OT L LE C NG SO.FT C B 'very EA -S7/ � PERCOLATION RATE CH „ TWo 144 Q. /eo.io /44 &7,98, s- MIN/iN LEACHING AREA PER PERCOLATION RATE 9L7C . SOFT. C.PD a? WATER ENCOUNTERED Two Wi77�/ fDv / v4�t/. rof _` _ NUMBER OF LEACHING PITS P . . . . . . /$Z6v P f r �. '." + -.._-• _.,,.... � �T of .S7 mom' oN AGL .SiAES 7Ars� r I ,� l ...:r1I! �, «.. a.... ' ,,, I �` 1.. .,'r «n'•�,c�c . � ✓t`c, Lrd" p, So .. - Atet . /c _. '6 • { - _ C 1 X1 ,✓ 4 �► / + . .SMr Ca y / ! f711 dly i /; '°`... 1 �, /4P q /7"�`✓ �'• ,fur.,tti: ��`u — Z, `'�' �" •� 144 _ _.._...,.... �-.t:.l r f in 4'• �'d D/t,' 1 ' Nm - Y�rrr;•v : ►. crw► .4ssv�h'v .y Zit•• 114 `� E71r5�i��' �ti•7DvA� I ,, `' f'2o�c�m ti�Z� •.-.o+v rD vwr.',„ _ EDydARD /J l�• ARNE `KELLEY OJALA « a No. 26100 ; Ciwl +� "`fs �ECISliRlz Q No 30792 S7paAL LLAO h�® ' S LE t -„•r+Y b�wc�� oZ NGyJ NCB TOIL-�i�t"c� pro jA4 m >—2 Fm::5� LOA, vL 7 LLF1"'1f'�'l-�'� ll►+I� 64 LF -iF 0�1"�i►-� ►�I tJ,r i - F ! r i I ; j 1 I ✓+i p' f 2" �(, /svr�j • ri-af. lard ( " rla j Li New �►� " -�F'G��'�i�•; I I ' ICI rfj'X✓,�. yTr:C7 r1A:.✓ Tr !!�% , r G / / 7 4 1'y-/i GJJ('�► '!"T�J�iG!'�y� t��I�/�M`7� -Ov I l�I N a % I /�V fO.�i / G1V 17 6.4�;q �.� > ,.:.- +✓ arm clrzl r�li of 12 ' 7 I �'I � - - - -- -- ;, -���.NT �s��1%ram r-1A►-� I I ��.�:,� .— — _ '..O✓Fib r%- E rfTL_.�' Y � � I TOWN OF 1 BARNSLr SITE PLAN REVI:W �^ ��`= -- - - _�--�` •�- . _ � ;�-� _ '��r - - � MAY 2 q { ! i- Ell — -- I 1 '�3 2 j te I , 1" - -or j I 1 � PRELIMINARY NOT FOR CONSTRUCTION 1' ■ in 6 I V I rJ(A r f �b '"i✓�l�tr '7 i Jill! � G� ,�✓ vJ/ �8 I . r_ 7=U I I � 1 _ r FDM--� M��G H � ..1.?'1� �� ✓I rJ�i � J Q 3 �i B es J rj o P' I F r n I v PRELIMINARY NOT FOR CONSTRUCTQ" I ---/ _ - - - - ►�-ten � ��.� _ ,4AT1A,,k,/,� PROJECT DATA Owner: Myers Corporation 1 0Address: ainree 427 M Street, Hy H annis MA 02601 � _ /.��p yr�v�8��-r<Y �*- �,� �+�-t- +1, Plione: 790-3800 i Property Address: 1520 Rte 132 (Iyawugh Rd.), Iiyannls, MA r "D I_.egal Description: � o 253 LOCUS PLAN I" = Zvr:c ' Map No..Pa 020 00 rcel No.. 020 _ 00 Zoning: RF (Special Pennit in Effect) Use: Commercial Retail/ Storage (Furniture Store) .-�' T 2- G� �i I. •rlir\Ica-- Existing Use to Remain Unchanged EXIST Lot Size: . 224,700 Square Feet Q LOADING AREA \ Building Size: 30,000 SF (Existing; to Remain Unchanged) No. of Floors: One (Existing) Building Coverage: 30,000 SF (13% of Lot) Total Paved Area.- 35,682 SF (368 SF New Sidewalk) QS' "Total Lot Coverage: 65,682 SF (29%) �`� --' ,----- Parking Spaces Provided: 53 Existing --_ \ k k Note: Information on this plan was taken from a site plan prepared by H PIT 4 ,, ,,�� \ rY\ Alger & Gunn Architects dated 4/2/73 and a field measure survey by f� F— r, '✓ ` {4' 00 r�l A \ j Fenuccio & Peel AIA Architects on 9/9/94 N ll� I 00 <\ 'N \ $ M 00 c-I O EXIST UILDING —T � i.i��E FURNITURE ETHAN '� \ MARKET ALLEN E ST -- �. EXIST LIGHTING \ \ L TING"-- =_­ EXIST =_= EXIST 1 PARKING NEW FACADE PARKING CONSTRUCTION v T K ��- - \ NEW CO V RED ENTRIES \ rr `— o o o I ---- EXIST WALK _ .-- -- - «> FixTUFL�;/ -r`rill ` I EXIST PARKING t 1 \ -- ---_ EXIST � � - EXIS ING �} _ ' f'/ak�V r*j U;,1t7t ,, EXIST LIGHTING LIGH !. EXIST LIGHTING �'�� x SEXIST FREE 1 STANDING SIGN } 0 { v P�il✓`b l tJ r . CD EXIST , DATE LIGHTI r' ��I-ji 1N1y1 Eovrk✓vJ< t✓ �ir�r1 / ----- - REVISIONS 0 �EX{ I nIC� riJw �.1j - ��W--T 6A 1r� 6"A r TO {�M/,qo ROUTE 13 2 -.-- TOWN OF BARNSTABLF APR 2 4 1995 SITE PLAN SCALE I''' = 30'-011 DRAWING S, I j PROJECT DATA 4% rj ?A" O%k ner Myers Corporanon 6-1 X �� �,Wv.".i Fnx*T. P V,-I F, Address: Rte. 132, Hyannis, MA 02601 0 Phone: 508-362-(H)11 V-_ off a 1-j Property Address, 1520 Ric 132 0vanough Rd.), Hyannis, MA legal Description: 0 Ci �/(!i 1 i \ Map No, 253 �Parcel No. 020 110m Zoning: RF(Special Permit in Effect) CIA LOCUS PLAN usc: "D Commercial Retail/Storage(Furniture Store) Existing Use to Remain Unchanged 00 1 00 Lot Size: 224,700 Square Feet OW0 . O r , Building Size: 30.000 SF(Existing to Remain Unchanged) 114 11 Ap� No. of Floors: One(Existing) r l O Building Coverage: 30,000 SF (13%of Lot) Total Paved Area(Existing) 35,692 SF(368 SF New Sidewalk) Total Lot Coverage(Existing) 65.682 SF (29%) _ EXIST 70 LOADING AREA 0 Parking Spaces Provided: 53 1.visfing > PROJECT DATA/TENANT SEPARATION PLAN (June 1995) < \_X cAProposed Gross Floor Areas: Ethan Allen: Retail Floor Area& Misc. Offices = 10,093 SF Storage/Warehouse =7773 SF Proposed Tenant Lease Area Retail Floor Area =6034 SF Storage/Warehouse =6100 SF e'Ok2 155' V. 64 k 1r,60 (55;)A, I 'lop Parking Requirements: Tfr4Fv $7/112-t-4r-W L_Z� > T P" Commercial/Retail I space per 21N)sf Gross Floor Area + I per business Storage/ Warehouse I space per 700 sf Gross Floor Area t 4' W I \�f\ 14,1 Ethan Allen 51 spaces(Retail&Office Area) C-1 IL Z 5;r I I spaces(Storage/Warehouse) 2' 00 U00 � � y_ \ \�\ Proposed Tenant 30 spaces(Retail) Al < 9 spaces(Storage, Warehouse) — - -- --- ! fit;) i -:,( :-�• \ \ Total Spaces Required: 101 + I per business = 103 Spaces 00 - - - 0 3 \ HOWEVER- calC:) `� — — -` - t \ Originally agreed upon parking demand for Myers Corporation=53+/-.sj)aces which currently exist Additional Parking required to satisfy new lease area only =39 Spaces EIST BUILDING T f2o -JF \ \ \ �; - I \ \ Neil Par king Provided this Plan: 50 Spaces � -- - - __ \ � Total Parking(New + Exis(ing) 103 Spaces Nei\ llci-vious Parking Co\cragc (Stone) = 15,060 SF, ro PC = 10,597 SF Nei% lin rvious Parking Coverage(Bit, Concretc) _Z Total Ncw Lot Covcragc -65.682 1 10,597 X I 7� T 76.279 SF(340/o) 7 7 Note: Information on this plan N\as taken from site plan prepared by N �� ; ,/ \ \ 7­1 EXIST LIGHTING Alger& Gunn Architects dated 4/2/73 and field measure NCN*t)% Fenuccio& Peel AIAArchitects E T L TING EXIST EXIST PARKING , - . - --- - _ �' ` \ � 0 PARKING VOL, 0,00 0 OF H,4,L'I C EXIST WALK FIRE LA E NO PARKING Fi -T�--r I T, EXIST PARKING EXIST r- j/Nk4<4 r* 401t2t.� EXIST LIGHTING LIGH ING EXIST LIGHTING 0 Q r7l .00 X -7 N N a VS N IN N N �ST H,nING GD 6,✓M M ri V J �./" L,_r H (.2f::: t-jA-'111`,/-v-A-+J, oCTTrJ EXIST LKIHTI� DATE REVISIONS 0 ROUTE . 13 2 SITE PLA.N'REk,,_'! jutj 8 19S^11_ SITE PLAN- EC E SCALE I" = 30t-01W DRAWING I j S1111 1 2 �3 1 _ �„� `„�, r PROJECT DATA - ITT 'L' (� X �`��� t%xI�T. (� -���TT� Owner: Myers Corporation dVd �� I y,2 Address: Rte. 132, Hyannis, MA 02601 p�?Z� A� (' k*P'/E1' Phone: 508-3624{)011 i~ 4,4 LL-e7 W Ham' Property Address: 1520 Rte 132(lyanough Rd.),Hyannis,MA revy Legal Description: Map No.: 253 Parcel No.: 020 `p P� 1 - -- - -- -- ---- p� O � � Zoning: RF(Special Permit in Effect)LOCUS PLAN I'� % 2 Use: Commercial Retail/Storage(Furniture Store) o`O� Existing Use to Remain Unchanged 00 - - --- -------- �tf ' L M� O ✓" of Size: 224,700 Square Feet Building Size: 30,000 SF(Existing to Remain Unchanged) MTmI No. of Floors: One(Existing) o Building Coverage: 30,000 SF (I A.of Lot) a �+ i Total Paved Area(Existing) 35,682 SF 368 SF New Sidewalk x EXIST \ Total Lot Coverage(Existing) 65,682 SF (29%) _.. LOADING AREA Parking Spaces Provided: 53 E.W.sling - - - --- - - \ PROJECT DATA/TENANT SEPARATION PLAN (June 1995) Proposed Gross floor Areas: Ethan Allen: Retail Floor Area&Misc. Offices = 10,093 SF Storage/Warehouse =7773 SF r_l Proposed Tenant Lease Area Retail Floor Area =6034 SF Storage/Warehouse =61(K)SF Parking Requirements: E•-� �Olrr;rie► F11\#WTI L.o-i -- - - ----- I �ir`nC' T�K \ W � 1v v ` \ \ Commercial/Retail l space per 200 sf Gross Floor Area+ 1 per business W E 7.c 24 4 �X�T 1, Sri �I IT Storage/Warehouse 1 space per 700 sf Gross Floor AreaCal Ethan Allen 51 spaces(Retail&Office Area) C/� N - - - - - _? °L Z sty \ 11 spaces(Storage/Warehouse) 00 Proposed Tenant 30 spaces(Retail) 00 9 spaces(Storage/Warehouse) � Total Spaces Required. 101 + I per business =103 Spaces M M HOWEVER: N Originally agreed upon parking demand for Myers Corporation=53+/-spaces which currently exist ""f E- `� Additional Parking required to satisfy new lease area only =39 Spaces - � , -- - - - - --- - - ExiST 13 UILllING -- --TAG v����..._. --- ..,,.` _ \ �, \ New Parking Provided this Plan.. ='SQ Spaces ' \\ Total Parkin N + - / � -- _-- _ --- - -- - � ��� l%I I-� �tJwF wail G►J� \ g(New Existing) -�3 Spaces New Penious Parking Coverage(Stone) =AhgD SF T 0 I \ I°��'a�►F C� E ST _ EXIST LIGHTING IT HTING'=_ — EXIST EXIST \ PARKING PARKING -- - , \ c� \ + � \ Q o , o � � � {��Al�ib� F=1 TtJk�� G�OJrJ �{` \ �O � \/f , � ' � � � ,�\ I ' �� ' . 1' ( `'' ``, ' �� �►'�I INCH fv �-, j -- ------- - N rJ GuJla j"Z % J fEXIST WALK � Gtsr lr� FtxTv►�-�7 -1`f►°. i � � Z -E— Fx ter' I EXIST PARKING \ 3�1` \ t \ \ Z EXIST LIGH ING . \ t� - fix;<.T HC. I°A ►l�nl`� y EXIST LIGHTING EXIST LIGHTING u��, a E 119ri � TI- U C/) rr1/-r.i V j F i-1 CiF t-1 H LJCi E5 ' \ (D EXIST LIGHTI �p / ,DATE fAo _ �.__. �/'" ��r�i INS �r�rrz�c,E ���1 � �, � ,-'� 5�31 A)� � TG fir �cEl��''/-G'� ►^►� ��v.l/ �` I r-ri f T-O v6 1 %�� %� � REVISIONS • T�� r=Er1/�I� J . ROUTE 13 2 --- - - SITE PLAN SCALE I" = 30'-0" DRAWING • . �h�� ��2 fit=- j�Y'vu'T" li I I LA I L i ' 11LlU k • I I I I � v I �Ir v � T �IIu rxi�FLGC rZ YJ� �H 'J t 1/'Z" r-Ki rat% 1 I HA-) I 41 t/� a.'�� s �►�►�1�1�� G�IrXs�ai ►�-�Ivir�r� // I7�j�(o.67� r>�' �/Y �� r��J� ( I H O:r,) � � off':'o���J�� ►�rzor-r �-vT��r��c.c1- I2� i � y� L - - �, - - ----- - - - — - j. J 1 �p.�T I/�►� ���� �'�N - i% ���'���� �rz-EAR ��N U !�Ci I !J Y� L- f'� I f �`►LU~I ITGT� r tVIF, 6IT'I riia �55 Fc-vLib VS, Ih1lJ�Alitr N��I �G'�C % '3T. iIEA�-y To p�r r E-7-T�iAN TG �M�I�► 4 r i r-=F.c;�-"�iJE c"-w✓✓ �1 H IL rl-/`T lr>� �4 5, - ---- C r'f�rJ C - N Fes► 7�'� �� N G '�"o I��T�J ' � IQ a ^ f T . 3 U � i �"✓�PIV /lEh��� T ON eLW- " C/ o 'c 71 L N Ai A\ j I E TEST HOLES BY P. SULLIVAN, PE, LICENSED SOIL EVALUATOR - BAXTER & NYE, INC. �6 •� N ea o 812 MAIN STREET __" -__. o.0 o , C. f OSTERVILLE, MA., 02655 --- HYD SPINDLE © m o• © p� USE 12' x 50' LEACHING BED/FIELD !�'`"-- EL - 55-18' a d oNGVD a . o (2) 4 DIAMETER DISTRIBUTION LINES LOGS OF. HAND-AUGERED TEST HOLES so v p 33 c REMOVE UNSUITABLE MATERIAL FROM BENEATH SYSTEM IF ENCOUNTERED OVERDIG 1' INTO MEDIUM SAND LAYER PERC RATE: <02/MifV,NCI 95 O L D R 0 V BACKFILL WITH CLEAN MEDIUM SAND PER 310 CMR 15,002 f(ASSUMER) P - 8536Ct c 1 5 LOADING DOCK EL = 58.1 EDWARD F. BARRY, BARNSTABLE BOARD OF HEALTH PUBLIC 19^ LAYOU TH 1 4 COUNTY E. G. = 54.7' DEPTH ELEVATION �, , and L� a, � r; `,3S• EXISTING GRADE 54.4 f p _ �T O/ 54.31 FILL R='1000.00' i7 hall Pond , ' heater 52.0 . 1.2'- 53.1' 0 L�365.36' 7.2E EOF, -' 3< `_ ���• ° ' _ . g8 SANDY LOAM p OG OF ` a ° • �) 51.75 1500-GAL 2.2 52.1 A►� •�so✓ e�( �1� 51.25 50.6' END PIPE EL = 50.35' SEPTIC TANK 51.50 MENT .,$ �6 �'�.•. 50� 11; CAST IRON PIPE 51.1' - BOTTOM EL = 49.6 g 56 BEDDING AS CB/DH Y PER TITLE 5 12' LOCATION MAP GV 5' 49.3 PERC TEST EL N5D6.01 ,' s 7 .$ HYANNIS QUADRANGLE 10' 3 SCALE: 1:25,000 10.5 10 2.5 10 f ''� w �$TE 913 .g S4.g ui © MEDIUM SAND ' lE WELL ?1 7 '� ASSESSORS & GRAVEL 56 " x ,0 54 CB/DH MAP 253 PARCEL 020 R � J 10' 44 3 NO WATER `�� ,� z EL NGVD.71' ZONES: 54.g NOT TO SCALE x 54.6 x 57.1 _-~/ ,� /x S 4 °A OF 3 BUSINESS 54 Q�� 6g� •4 33.9 :00 x 3&2 4� x g FINISH GRADE TEST HOLE , 53.>y 52 o 34b3 xc ADD 1/8" - 1/2" STONE AS REQUIRED MAY 8E REPLACED WITH TO MEET 3-FOOT MAXIMUM © o S4 54,9 DESIGN DATA: PROPOSED NEW SYSTEM: s INSIIU MATERIAL 4" PERF SCHED 40 PVC O } RETAIL: 6 034 S.F. O 50 GPD/1000 SF - 302 GPD IF ENCOUNTERED REMOVE STORAGEjWAREHOUSE W/O CAFE: 9 EMPLOYEES O 15 GPD - 135 GPD UNSUITABLE MATERI L TO INSURE THE 2' OF 3/4" - 1 1/2" REMOVE UNSUITABLE MATERIAL x 4 F,I-j �R/ SIDEWALL AREA O SYSTEM IS IN STONE �- FOR 5-FEET (SEE NOTES) n Sn" l'�` gS'1. 50.7 TOTAL •• 437 GPD CLEAN, MEDIUM SAND OR FILL PER C 0. 310 CMR 15.261 - 15.293 4' 4' 4' 7b gr�'4Sr/ °'N,y� 54►7 PER TITLE 5 EFFULENT LOADING RATE - 437 GPD/0.74 G/SF/D 591 SF 5' 12' S' S6 rq< cR° 40,1 ,c00, c1'9< B�/ 52 USE 12' x 50' LEACHING FIELD/BED WITH (2) 4" DISTRIBUTION LINES 22' C SB.1 SS °°R Q°cF 'q�j0"<�i"c 34,8 O PIPE FROM BUILDING 10' OUT TO BE CAST IRON X q'4Fq S80S. 4► ALL PIPE TO LEACH FIELD TO BE SCHEDULE 40 PVC SOLID DETAIL LEACH FACIUTY y of `o, 54 < ALL PIPE IN LEACH FIELD TO BE SCHEDULE 40 PVC PERFORATED PARCEL AREA: S N END SECTION f 'c I Q ENDS TO BE CAPPED - NO ALLOWANCE FOR SIDEWALL AREA N. T. S. 3 .� 241,768 S. F. t i �,� �o� x � rn��1 TOTAL DESIGN: sue, SF 4' QQ I REQUIRED: .5 = SF 5.55 Acres f ° � � .. �' s PERCOLATION RATE: LESS THAN TWO MINUTES PER INCH LINES To O G! �• WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER DISTRIBUTION BOX NOTES: ..... LOCATION OF EXISTING SEP nC COMPONEriTS IS t�e'r�i:f` .,. :?~ ,41 c 'nt�i n �e¢s y, `O' �rorO '� BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION ^, LOCATION OF UTILITIES SHOWN ON THIS PLAN IS BASED ON FIELD OBSERVATON, 9 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR `PHIS PRbJECT THE EXISTING SEPTIC SYSTEM CONSISTING CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE -_W OF 1000-GALLON SEPTIC TANK AND `(1-800-322-4844) AND APPROPRIATE WATER DISTRICT TO LOCATION DATA. 6-FOOT DIAMETER LEACHING PIT W11-! DETAIL LEACH FACILITY 4-FEET OF STONE - LOCATION AND 0 THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE PERMITS FROM TOWN SIZING FROM "TENANT SEPARATION AGENCIES FOR CONSTRUCTION PROPOSED BY THIS PLAN. b PLAN VIEW o� PLAN, MYERS CORPORATION BUILDING, N. T. S. ROUTE 132, HYANNIS, MA., DATED: INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE ryo 5/ARCHITECTS,F923 MAIN STREET, ALL. STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO VEHICULAR YARMOUTHPORT, MA., 02675 TRAFFIC TO BE H=-201OADING. 4' 4' 4' 4" SCHED 40 PERFORATED PVC PIPE (TYPICAL) PLACE CAPS AT ENDS 12' -I O 3S j 1 SITE PLAN AT SCALE: 1" 408 1520 ROUTE 132 a HYANNIS, MASS. 0 r' �gs ' N FOR \ Srq� � (Ar ^' N1 SAGE INTERIORS INC. <�r°�r I w o R N o . � Co q "sue m SCALES AS NOTED AUGUST 29, 1995 ��,7 0��•w o a BAXTER & NYE, INC. D 812 MAIN STREET OSTERVILLE, MASS., 02655 C7 (508)•-428--9131 \ GRAPHIC SCALE or OF , v R `- 40 0 20 40 a 160No.215733 P( 1 GIV1 \IN FM 1 inch 40 ft I 95123 (SITEOI.DW&),, i BAXTER NYE i. ENGINEERING & Pm' TM v CONSTRUCTION N TNI SURVEYING z 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21. 2006. AS AMENDED THROUGH THE DATE OF THIS PAW, do ANY TYPICAL SYSTEM PROFILE LOCAL RULES REGULATIONS APPLICABLE. Registered Professional Engineers NOT TO 8C" 2 ANY CHANCE TO THIS PLAN MUST BE APPROVED IN WRITING BY and Land Surveyors r^ THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED I WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 78 North Street - 3rd Floor EXISTING FTNMISFED FLOOR - s7.o Hyannis, Massachusetts 02601 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, >4 NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR 7 INSPECTION. Phone - (508) 771-7502 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 40 SCHED 40 Fax - (508) 771-7622 4< SET AT LEAST ONE MANHOLE FRAME PVC. UNLESS OTHERWISE NOTED HEREIN. www.boxter-nye.com & COVER TO WITHIN 6" OF FINISH GRADE SET COVER TO 6' BELOW FLASH GRADE RISERS & COVERS SHALL BE WA7ERTK4NT RISER & COVER SHALL BE WATERTIGHT 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED. TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE S T A M PISTAMP FNSFN GRADE » 55.Ot LEACHING FIELD. AND REPLACE WITH CLEAN SAND PER 310 CMR _ FINISH CRADE. RISER t COVER SHALL BE ' FINISH GRADE » 54.Ot SET RI R s COVER TO WHIN S' OF 15.255 TO THE TOP ELEVATION OF THE SAS. WOERll IT 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN sTFPNEy !�� r MN. NAIQ>t N 6RMOE ORR wow SYSTEaI = LESS THAN 3 OF COVER. � a1LL,'N T 53.Ot o MI-SON 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE I" 6" MN. No 302'6 10' MN. �: F-4- FIRST 2' (YO BE LEVEL) PF 9" (min) Cover 0M5t1RE PROPER PIPE GRINDER DISPOSALS. \ � �F I ldl�Y• v` , ( ) < 36" max Cover CONNECTION BETWEEN c ;,S TFP,U \ _ _ SCH. 40 PVC ALL CNWEERS (4 PVC 2 OR FILLER FABRIC S. THE SWILL CONTACT DIG SAFE (AT EXISTING UTILITIES, AT LEAST 722 HOURS BEFORE THE START OF /l -888-DIG-SAM AND UTILITY COMPANIES TO LOCATE ALL EXISTING INN IN = 52.2 � .� � BAFRE - 51.95 .�=Sir .. .... �� ��� CIIAA�S 9CH � �) 001,ppN, THE CONTRACTOR SHALL DETERMINE THE EXACT � 0`" ,.��'��'c^�•��l�y 14 REIWpRCED CONCRETE INV IN - 51. • ► INV OUT = 51.15 LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING 74] r.•. :.: -ri• . :.:. Ngo NiV UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF SO.iS .: , 0 0 0 0 O 0 BOTTOM OF EXISTING UNDERGROUND U11LfTIES ARE SHOWN IN AN APPROXIMATE CONSULTANT . - • ' •.. ' 6 � J I= C3 I� I� -CNN Q BER a STONE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND W - 48.15 HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS STONE RISE 5' MIN V - 1MLA SI11NE REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE EXOM IM GALLON ONE-COWARTIMM SEPTIC TAN( PROPOM 08 I=I BOX No Growdwater Observed O Elev. 42.7 OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN NOTE CHECK NET TEE AND REPLACE F NEEDED SOL ABSORPTION SYSTEM 18M LEACHM CfIA� CNMAU INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSULTANT IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, NIS VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS. TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL, PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 9. THE PROPOSED UTNM CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL. BE AS DETERMINED BY THE PREPARED FOR : APPROPRIATE UTILITY COMPANY. Cape Cod Five Cents Savings Bank 10 West Road Orleans, MA 02653 •lam r- :. -'�.. . .,r �'+7' s 1. .5::,' ✓• :,i. ,' 4 (8 H-20) r UK-36' MAX COVER --I 20" DIA --I --� 20' DI 15 �-- �- ~aR + GEDTE7(TILE FABRIC r?y.:i• :;.�.. .i. t:i:�`k . .r 4.8' r ' ® ® ® O ® ® ® WASHEID �.Mw'•�y.4.\ `:iV+'j_✓.w:-'y.jL �•c•;.�•'• ',�,.air'r:i.�",•:•T;�,� • • '�• = M •.w-:• :•:yam:;,; I= I� �..:'`!"i:.=•2 24' •;, a -. : �•Y;:�{'. SI-ED1 1SI ONS :'t O O O O O OOIECq EFFECTIVE DEPTH O an 4' 4' 4.8' 1 4' 8'-6" 68' PRECAST CONGFEM LEACM CHASER DUAL 8.5' WE YEW 76' NO SCALE PLAN VEW 600 GALLON LEACHM CRAM PLAN YEW CONGFEM LEACHM CHAMIM DETAL 5 . 04 F.F.E. =57.07 \ \ X 52.'4\ \\ \\ \� \ 1 / \\ \ \ \ I I I 1 \ \\ \\ I 1 38.8 ` \ � \ \\ X 5� 11 I I I I 1 \\ \ \ j \ \ � � SOL LOGS DATE 3/13/2014 TRANSFORMER \ \ � I I I 1 \ \ \\ \\ \ \\ P-14,S02 BARNSTABLE O� D \ �\ \ 1\ I I I \ \ \ \ \ I \ \ - � SOIL EVALUATOR: BOARD OF HEALTH AGENT: , 54.7 \ \ \\\\\ \ I \ \ \ \ \ \ o CN Co STEVE WILSON, P.E. i \ \\ \\ •0 \ \ \ \ F R O M VWR Z 9N E a � _ DONNA MORANDI, R.S. LEACHM AREA REQUlESIENTS \ SMH \ SM11� \ \ \ TEST PIT 1 TEST PIT 2 THIS AREA SERVICED BY SEPARATE \ R=54.9 3 \\ R=5�` 2 �"� A� �o \\ \\ \ \ \\ \\ G.S.E. = 54.3t G.S.E. = 54.7f oo�cuL (RETAIL) SEPTIC SYSTEM (�N15-1745) THAT PASSED \ \ 2,1 17E66 sF x 50 GPD/tn00 SF . 894 GPD AN MSPECTION CONDUCTED ON 12-19-13 x\ 0, \ \ TOTAL DESNGNI FLOW - eS4 GPD BY BENNETT ENVIRONMENTAL ASSOCIATES. 4' PVC 5 \ \ C�` \ \\ �,p\ \ Ap ; 10 YR 3/4 ; LOAMY SAND Ap ; 10 YR 4/6 ; LOAMY SAND GARBAGE GRINDER (MOT NCLNM) - N/A � COPY OF INSPECTION REPdtT ON FILE � 3'9 n' \\\ \\ �J\ s \ \\ 1 O � U�\34�'/13 � o MATH HEALTH DEPARTMENT. FU LL\ E 64 T 1 \ \\ \ O,o � \ � \ 1 �' 11" PERC ROTE . <s wL.Z INCH (BASS 1) REFER TO SIEVE TEST \ LIAR - 0.74 GPD/S.F \\ /1 1 1 \\\\ \\�\m \ - _ \ a WL LEACHING AREA • 894 GPD 0.74 GPD ` Cr B ; 10YR 4/4 LOAMY SAND B 1OYR 4/4 , LOAMY SAND / /s•F 1200 S.F. Nil 22" 22" P�oe�asIDt NI - s0o GALiAN cNNAwNBERs WIN 4' sTIONE ON ALL (-DsloEs \ � \ UN G , w \ Di \ \ J \\ \ \ �-\ \ 1 0 Cl 10YR 5/6 ; SAND C 1 10YR 5/6 ; COARSE SAND SIDML AREA Q• + 12')c 2'x2 - 352 S.F A M A G \ \\\ \ �� \ �'�'�• \ M W/COBBLES " BOTIM AR a x 123 _ 1B12 � F.F.E. (THRESHOLD) =57.01 \ � 36 36 \ 54.9 O \\ \ o\ \�F 1 F THRESHOLD =57.00 \ \ \ � \ b \ � \ � \ � ,o 11 q \ a C2; 10YR 5/1 ; COMPACT C2; 2.5YR 3/2 ; COMPACT NITROGEN LOADING � EM ORDINANCE-STIR DISCWXE) F.F.E. (THRESHOLD) \ �� � 5 �'� � � � 1 �3 � � 1 1 �.y SILTY TILL SILTY TILL • \ � \\ • TOTAL ALLOMAOE FLOW = 33D GPD/AC. x 4.72 ACRES - 1.557 GPD 48 48 \\ \TP \ \ Z C3; IOYR 5/8 ; COARSE SAND C3; 10YR 5/8 ; COARSE SAND s ' PVBrr 1�-17+x #1520 `� \ \ \ 1 \\ OWN do GRAVEL 3 do GRAVEL t•7 GIB - 437 WD - 1,120 GPD > W4 GPD "VACANT SPACE \\\\ + SHEET TITLE 132' 144" 1-STORY BLOCK BUILDING \ \ \ O \� \ 1 H B (`P�R O P 3'5- ,SI D E �, \\ ' \; Septic System Repair co OWNERJJ� 4• "ETH AN ALLEN" IIrALKwA 56.8\ \ I L D I N G� \ \\ \\ \ plan & Details T�� \ DESIGN �c ELEVATION \� -�-- �- - TP � �,�:/ \\ ` �\\ � S E Kdi Ln NOTES: EXISTING FINISH FLOOR 57.0 - _ INVERT O FOUNDATION (UNKNOWN) - r 1 55 0 I 1 - , \ 50•$\ \\ \ SHEET NO N 1. PERCHED WATER TOP OF C2 HORIZON. / X 1 5' REMOVE AND REPLACt- \ \\_ \+ \ \ 2. SAMPLES FOR SIEVE TEST TAKEN FROM TP2, C3 HORIZON. NVVERT INTO OsTSTHVG SEPTA rANK = / 55.7 5 5 \ SEE NOTE \ \ o spino NVERT OUT OF SEPTIC TANK 51.95 I r \ \ 5 2.a'\ \ \ \ 1 M SEWER INVERT INTO DISTR100ON BOX 51.35 I \ \ \\ CD SEWER INVERT OUT OF DISTRIBUTION BOX 51.15 c� I \ \ \ \ \\ \ \\ \�g DATE : 04/16/14 o SEWER INVERT INTO SAS 50.15 I O I \ \ • \ �' I CERTIFY THAT IN APRI. 1995. 1 HAVE PASSED THE SOIL EVALUATDR EXAMNATION APPROVED BY THE n \ \ LIGHT P�� DEPARTMENT OF DNIRONIff7VTAL PROTECTION AND TENT THE ABOVE ANALYSIS WAS PERFORMED BY ME GROUNDWATER AT ELEVATION WITOM OF SAS. �•7 CONSISTENT WI1H THE REQUNtED TRAINING, DMIISE AND WER►E)CE DESCRIBED N 310 CMR 15.017. i o H Y g O \\ \ \ SYSTEM PLAN VIEI/ \\ 53 \ \ \\ S C A L E :AS NOTED \ DRAWN/DESIGN BY: OW CHECKED BY: MWE ry DATE SCALE: 1"=20'SIpwTURE I ( I \ X 56.0 \ I \ \\ \ r., (5E-2622) J O B NO: 2013-075 C A D D FILE: 2013-075-SP.dwg 0 ry 0