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HomeMy WebLinkAbout0020 JOAQUIM ROAD - Health RV Hyarnis��" �r�{� y 344` ° I TOWN OF BARNSTABLE CC- r26b3_1 ?9 LOCATION V ' �` � SEWAGE # a VII.LAGET„ f #/��' ASSESSOR'S MAP/& LOT tI -06 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) at 60 6;Yt NO.OF BEDROOMS " ✓ BUILDER OR OWNER S , PERMTTDATE: a COMPLIANCE DATE: abobv Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) . Feet Edge of_Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by W -� � �1 ,_ � . . .. . \' \. � �' O �. � � � � �t.,� (,� (� _ C w� � � � \ _. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Properly Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 4/27/1.0 every page. Cityrrown 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 A. general Information forms on the computer,use 1. Inspector: only the tab key to move your DOUGLAS A BROWN cursor-do not Name of Inspector use the return key. DOUGLAS A BROWN INC Company Name r� P.O. BOX 145 company Address. (( � CENTERVILLE MA 02632 yT� Cltyrrown State Zip Code 508-420-4534 S14297 Telephone Number License Number Cb. Certification I ;;ertify that I have personally inspected the sewage disposal system at this address and that the Oormation reported below is true, accurate and complete as of the time of the inspection. The inspection eras performed based on my training and experience in the proper function and maintenance of on site ;;ewage 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 Further Evaluation by the Local Approving Authority i 4/27/10 Inspe 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 7 at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•09M8 Tine 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 'A Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. City/Town Date of Inspection 4/27/10 State Zip Code B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 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 j 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): I t5ins-09M Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Cityrrown Date/10 State Zip Code Date of Inspection B. Certification (cont.) 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•09r08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts lugTitle 5 Official 'Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Citylrown Zip Code Date of Dateof i State 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 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 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•tigim Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 4/27/10 every 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•09= Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Cityr1own 0 State Zip Code Date Date of 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): 220 t5lns•o9M8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 4/27/10 every page. City/Town State Zip Code Date of Inspection D. System Information Description: ACCORDING TO SYSTEM PLANS SYSTEM CONSISTS OF A 1500 GALLON H-10*TANK H10 D- BOX AND 2 H-10 500 GALLON LEACH CHAMBERSO Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): 08-86/09-94 Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: COMMERCIAL BAYS Design flow(based on 310 CMR 15.203): �Gallons per per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): PERSONS 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: 08-86/09-94 t5ins-09/08 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Cityrrown 4/27/10 State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: CURRENT Date Other(describe below): General Information Pumping.Records: Source of information: OWNER Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? PUMP TRUCK Reason for pumping:" MAINTENANCE 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-09M . 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Cityrrown Zip Code Date o Date o10 State f Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: SYSTEM INSTALLED IN 2/10/04 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 GALLON Sludge depth: t5ins•09= 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is HYANNIS required for MA 02601 4/27/10 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 Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): TANK NEEDED PUMPING SO THE CURRENT OWNER HAD IT PUMPED OUT AT TIME OF INSPECTION Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene y El 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•09A8 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. City/Town 4/27/10 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 of time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene El other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day j 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•o9A8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Cityrrown State Zip Code Date Date o10 of Inspection D. system Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 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.): DEFINATE SOLID CARRY OVER PROBABLY DUE TO LACK OF MAINTENANCE 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.): Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09= 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 4/27/10 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 2 ❑ 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.): CHAMBERS WERE DRY AT THIS TIME WITH SLIGHT SOLID CARRY OVER IN THE BOTTOM PROBABLY DUE TO LACK OF PUMPING 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•09108 Title 5 Official Inspection Form:Subsurface Sewage_Disposal System•Page 13 of 17 r I ' I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. City/Town 4/27/10 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.): I t5ins•09108 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 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. City/Town Datea10 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 i t5ins-09Dt1 Title 5 Official Insp ection 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 20 JOAQUIM RD Properly Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. City/Town 4/27/10 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: NO H2O AT BOTTOM OF TEST PIT DURING PERC TEST 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: 4/26/10 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. tsins•ogoa Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 20 JOAQUIM RD Property Address JPM LLC Owner Owner's Name information is required for HYANNIS MA 02601 every page. Citylrown bate o10 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•09= Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 P LL( �]� TOWN OF BARNSTABLE �L LOCATION _L/ v '��D 3— n SEWAGE # VILLAGE /Mjl ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. lShr � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) V(si V` ' Ze) NO. OF BEDROOMS ✓ BUILDER OR OWNER PERMTTDATE: 0 COMPLIANCE DATE: U Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) I Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet i tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. February 19, 2004 Daniel A.Ojala, P.L.S. land.court Timothy H.Covell, P.L.S. Surveys Mr.Thomas McKean R.S.Health Director Town of Barnstable Health Department 200 Main Street site planning Hyannis, MA 0260.1` RECEIVED sewage system FEB 2 5 2004 designs RE: #20 Joaquim Road,Hyannis,MA 02601-Map 34 Pc168&69 TOWN OF BARNSTABLE DCE Job#02-414 for John Rosario HEALTH oEPT. inspections ,Dear ,Tom: . permits This letter is to inform your office that Down Cape Engineering Inc.has performed inspection services at the above referenced site. Our firm located the components of the septic system installed by Fisher Septic Services and _ found the line and grades in substantial compliance with the approved design plans and Title 5 and all components meet proper setbacks. An as-built sketch of=the components is included for your files. Based on the above inspections,I hereby certify that the system has been constructed in substantial accordance with the approved plan and Title 5 regulations. Please do not hesitate to call with any questions or comments. Sincerely,. SNOF Daniel A. Ojala, P.L.S. ,E.I.T. OANIEL, G Down Cape Engineering, Inc. $ A. OJALA CC: John Rosario •40980 �0�ss�oNPN' . . ��'�SURVE`(�P 181 40, O rn 0 10, v Off' 10. • CONCRETE FOUNDATION LOTS 9 & 10 O 26,728 SFt 10, n O cd d- 185.99, -- 1500 GAL SEPTIC TANK 2-500 GAL LEACH CHAMBERS 2 FT OF STONE ON SIDES 1 FT STONE ON ENDS LEGEND INV IN STANK — 27.73' INV OUT STANK — 27.47' • CAST IRON CIOVER INV IN DBOX — 27.12' INV OUT DBOX — 26.99' INV IN CHAMBER — 26.85' JOB # 02-414 SEPTIC AS-BUILT PLAN LOCATION 20 JAOQUIM ROAD HYANNIS MA PREPARED FOR: SCALE : 1" = 30' DATE : FEBRUARY 19, 2004 REFERENCE LOTS 9 & 10 LCP 42370A JOHN ROSARIO ASSESSORS MAP 34 PARCELS 68 & 69 I HEREBY CERTIFY THAT THE SEPTIC SYSTEM �HOF�e,,_ SHOWN ON THIS' PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. G OANIEL off 508-362-4541 A. fax 508 362-9880 OJ/{LA CA 1 #40980 down cape engineering, inc. I01 CIVIL ENGINEERS ------------ -- ---- LAND SURVEYORS DATE RE RVEYOR 939 main sL yormouth, ma 02675 G. 181.40' 28 8• O Q' a' A •l CONCRETE FOUNDATION LOTS 9 & 10 26,728 SFt 0 co VL 8.7. 0 0 185 99, JOB # 02-414 FOUNDATION PL 0 T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY PREPARED FOR: LOCATION : 20 JOAQUIM ROAD HYANNIS, MA JOHN ROSARIO SCALE : 1" = 30' DATE : FEBRUARY 19, 2004 REFERENCE LOTS 9 & 10 LCP42370A ASSESSOR'S MAP 34 PARCELS 68 & 69 1 HEREBY CERTIFY THAT THE STRUCTURE S"OFMq SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. DANIEL off 508-362-4541 O A.JALA fox 508 362-9880 098 I 40 down cape engineerir;g inc.- # 098 '09 NPR / 10 CIVIL ENGINEERS -- L O� ------ S71F ------ LAND SURVEYORS Y DATE REG. RVEYOR 939 main st. yarmouth, ma 02675 TOWN OF BARNSTABLE Ec— �2663-6�y. SEWAGE LOCATION U # t ASSESSOR'S MAP& LOT !0— ff- VILLAGE INSTALLER'S NAME&P NO. dSh SEPTIC TANK CAPACITY LEACHING FACILITY: (type) u"" �(size� NO.OF BEDROOMS L/ II. , BUDER OR OWNER s g PERMIT DATE: o COMPLIANCE DATE: :Z�Y� Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) . Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by it W4 .G 3 03 � t/ -r ��yy11 N J „ ' No. �— Fee/ W THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes ✓ ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS 0[ppYicatiou for Migaal 6potem Conelructiou Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. #'Zp J®/jQVVA `soft Owner's Name,Address and Tel.No. 1iYAJ,N%5, -MA 0140% iL05POLlo Assessor's Map/Parcel —""NCO Y O-*'OV-0-11 1-:b 6M 7-71 -1093 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AttuC 0-6001 L-A PE',PL6 I)CW 0 CV(- 15n]6LKbc-6 5©w— 2y6—'Lgoo "1�1 �-►'6A Y ot,�I �362--y5�i l Type of Building: Dwelling No.of Bedrooms Lot Size i sq.ft. Garbage Grinder( ) Other Type of Building M1XEb No.of Persons Showers( ) Cafeteria( ) Other Fixtures tfl(� t{ b moms A;ULL a2 1 b\jn Design Flow `12- '1f gallons per day. Calculated daily flow (9(%6 DPA gallons. Plan Date -7 ?_ O Number of sheets_ I Revision Date Title �5,44-, la►,, vv 1;-AyA i vt riAA it 2.0 _)0AQ%-AM Tib � o1�h 1Zo�rto Size of Septic Tank 1S8O Type of S.A.S. Lec�cA„N!. Cc,II e-- 7G►3 S'F Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ZSIGNING ENGINEER MUST SUPERV:--- !STALLATION AND CERTIFY IN WRITII.' Agreement: :I_ SYSTEM WAS INSTALLED IN S T fi;C i 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 of the Envir a ode and not to place the system in operation until a Certifi- cate of Compliance has been issued oar e Signed Date r Application Approved by Date v Application Disapproved for the following reasons Permit No. 2C Date Issued 1-Z O P_ No. Fee THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer: Yes _4 PUBLIC HEALTH DIVISION---TOWN OF B-AUNSTABLE S ` MASSACHUSETT Zfpbltration for Mig;pozal 6p.5tem Cow5truction 'P"Urmit Application for a Permit to Construct Repair Upgrade Abandon PAk"Complete System El Individual Components Location Address or Lot No. -2-0 _SOAKG?V^ 1110ft -Owner's Name,Address and Tel.No. Assessor"- ; ' .",A)1JAA1>, MA M-60% -:30900�j rLO4,vft�(Lko j-ib' 50-6 -7-7( -1093 s Map/Parcel —7 Y-A-(tt^0014 \0-/^WN15 , AA^ Installer's Name,Address and Tel No Designer's Name,Address and Tel.No. Alt MC- .)0 11 LA PIF,eL-fl �)OW 0 (AP_ r&r-"-f-4 -va 00 '0� a:-, 6A YAamoAW7 5-0z-m?,_' 541 Type of Building: -46/-7 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building4k%X6t> 1,15E:._ o.of rsons Showers Cafeteria( Other Fixtures VP �v 4 \,-,71%enevms Design Flow cc -W4 gallons per day. Calculated daily flow 9 0` 6 15M gallons. Plan Date —7/Z;40-5 — Number of sheets I Revision Date Title �_�IAV4 % v, M) Af 9.o _)OACRom Nb a!9-(,Q oV, Size of Septic Tank _Type ofS.A.S. Description ription of Soil C 4-=-A f>_4Ve L_ Nature of Repairs or Alterations(Answer when applicable) 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 provisioni of Title,5 of the.Environm tal-Code and not to place the system in operation until a Certifi- cate of Compliance has been issued ydiWBoard..6fe,al,tri. Sian DSignet Application Approved by Date I 2 Application Disapproved,for the following reasons Permit No. Date Issued I ------- ------------- ----------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned( by at a0 0�A U/%n has been construct d i I accordance with the provisions of Title 5 alld the for Disposal System Construction Permit No. 6o ? -63q�dated_ 1�130103 Installer ' 9J.Ar 4 Fi �ker Designer The issuance this peftnit shall not be construed as a guarantee that the s j_steqi ill func sig 'ed. 0 Inspector r— Date 1)L I IV kv. ————————————————————————————————---———— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS liqual bpelem Coniftuction Permit y Permission is hereby_granted to Construct( )C)Repair Upgrade Abandon System 15eate*al and as described in the above Application for Disposal System Construction Pern&,'--,The applicant recognizes his/her duty to comply'with.Title 5 and the following local provisions or special conditions.. Provided:Construction must be completed within three years of the ade of 1K,-D-ernS Date: //q Approved by n "l. 1 + f l ' 1 TO ROOF DRAINS 29� M MIN." I 4-FLANGE - 295 ' 3ARON, BROCKTON, MA MINIMUM GRATE WEIGHT: 215 LBS. 105 (H-20) PASS AREA: 255 SQ. IN. 0 LBS 26" J -ROOF GRAINS 00 NOT TO SCALE 00 24" 1 / ,y 28.1 kCCESS COVER . ; 29. 9.4 9 , ti yACT 30 OT TO SCALE qSP .0 1 `0 29.jX t 29.4 v; o sr E fX/ST/NG $W 10p 29 4 TH 1 A `�' 91IA P CO/AIG o I N i sro% 29.0 ..- � O 29. f ta'iarm e cn no,� 29.0 D/ CT WN `" ,VED APRON TO LOT LINE / 0 /yq ;(Typw J Cop •1 p ` ` 100, 19 h z rZ 7 N _LL PROPOSED DRY WELL / "o w o ,U 40 ` 29.5 X x�,9s 29. ' O 1000 GAL H-20 �r S74 29..3 6' DIA. .LEACH PIT // M 42 )2 INV. ELEV. 26.0 W/41 �, STONE AROUND / `� o ru E 01v!o `LLo r -� l 10 � I PROP. ® 27 ..` EES I / . /M EL.B 126,5 TANK l0 / I l p 3. ST EET #20 + TH2 / a 9 10.0 a o� -- .r „ LOTS 9&10` AKA (LESS 7' STRIP) 2&3 z lb 3 LCP 42370A / n., / a 4 2 0 � 4 S 0.6136 AC t26 7 � / + �W / O ti� Q ' O 28 SF , �5� 4 Q / , / � / 4 � li PRO ED GRAVEL 4i • o L ` ` Q LOADING & A KING .AREA Q z � wow e'• � / � '�c 4 p+ o I E 2 30 LA 4• - / w 18,5 REPROCESSED ` Qo i i� 1u i \� ASP COMP` / ?� PRECAST AcrEo _ n WHEELSTOPS SM00Ty �_ TO DELINEATE FATE , EXISTING BUILDING �` VAN ACCESSIBLE 6000 SF NOTE: VAN SPACE I TO BE REPROCES OFFICE 1350 SF SLAB ELEV.=32.0' ) TO A HARD PACK RETAIL 450 SF '? = ' `-r REF. 521 CMR 2. W,;REHOUSE LOTS 1 1 , 12, 13 4200 SF LCP 42370A / 43,224 SF t / \ ) / 0.992 AC t o CN - o SITE."PILAN CD . 20 0 20 40 60 Feet ES SCALE: 1" . 20' )ERGROUND UTILITIES SHOWN ON THIS PLAN IS f EXCAVATION ON THIS SITE, THE EXCAVATING REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE PARKING CALCULATION OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ION AREA FOR VERIFICATION OF LOCATIONS. COMPONENTS, AND METHODS EMPLOYED ON THIS OFFICE: 288 SF (11300) = 0.96 SPACES DATE: 1/21/03 11 AM BUILDING DOWNSPOUTS 4" LOAM & SEED 33 1/4" ALL LOCATION: TH1 EXCAVATOR: ELL1S BROS A( E,,S (TYP,) 24 24 1/4" P#10,417 B.O.H, AGENT: DAVE STANTON ASSESSORS MAP 344 PARCELS 68 & 69 ENGINEER: ARNE OJALA PE CLE,'NOUT LI ELEV, DEPTH ADDRESS: #20 JOAQUIM ROAD, HYANNIS, MA / TO GRADE30.3 0.0 TITLE REFERENCE: REF, LAND COURT CASE / ����� �� %\� �� `ice j/� 4 1/2" 8..-,] I �DDoC ]CloC�DE] FILL OWNER : JOHN ROSARIC / EWE �`����� ✓.� � SECTION c I 24 APPLICANT: JOHN ROSraR10 BARNSTABLE /_ - J L C�I O N A- A ❑[]❑OCl]❑d❑0❑ MUNICIPAL l I l B- LOAMY MED. SAND FEMA FLOOD ZONE: C AIRPORT / A I ❑ ❑ ❑' LJ ❑ ❑ A 10YR4/4 0 0 J � 0 GROUNDWATER OVERLAY PROTECTION: WP ZONE 4"OSCHtO ROOF DRAIN MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. \ \ I a o ED o 0 26.8 42" / TO ROOF DRAINS 2% MIN. 4-FLANGE - 295 LBS. tO N ❑Q❑Q❑'] o❑o❑ TITLE 5 FLOW: OFFICE/,STORAGE: USE NO GARBAGE DISPOSAL ALLOWED hP / MINIMUM GRATE WEIGHT: 215 LBS. I o `_, o - V o MODEL: LeB105 ( BROCKTON, MA 1 iv OFFICE: 72 SF .X 4 = 288 SF (75 GPD/1000 SF) = 21.6 GPD / MODEL LT t05 (H-20) PASS AREA: 255 SQ. IN. I ❑i]❑d❑�l-J PERC 2 MIN.�IN BATH: 36 SF X 4 = 144 SF X (0 GPD/1000 SF) = 0.0 GPD / WEIGHT: 430 LBS o 0 0 o o BOTT. AT 80' 24 GAL IN 8 MIN. WALLS: 280LF >:.67WIpE=188 SF X (0 GPD/1000 SF) = 0,0 GPD ` ❑�❑�❑I]❑�❑�❑ `t STORAGE: 845 SF X 4 =3380 SF(50 GPD/1000 SF) = 169 GPD C1 L M/C SAND & G AVEL 4000 SF TOTAL 190.6 GPD LOCUS I� 26" �I ROOF' DRAINS 10YR5/4 USE 200 GPD DESIGN FL OW LOW / IT 330 RULE: 0.6136 AC. 32'0 GPD AC.) = 202 GPD ALLOWED O.K. WIT TO SCALE ( / / SEPTIC TANK: 200 GPD (200%) = 400 GALLON REQ. (1500 GAL. MIN.) Co/� a0 1 1/4" 4 1/2' 20.3 120" USE C1 LAYER CLASS 1 SOILS F)RUSE LEACHNOG <2OMPIi=10.74PTIC GPM/SF KLTAR / /Q ' "' BOTTOM r 24 ^ / - 28.1 �� u / LEACHING: 200 GPD/0.74 GPD/ F =270.3 SF LEACHING AREA REQUIRED. T_YPICA ACCESS CQVER 94 -2 S qSP FRAM AND GRATE NO GROUND WATER ENCOUNTERED USE (2) 8.5'X4.83'X 2'EFF. DEPTH LEACHING A ��29 0 GALLEYS W/ 2.0' STONE NOT TO SCALE 30.0 � TH2: SAME AS TH1 AT SIDES AND .67' Af ENDS (18.31' X 8.83' OVERALL DIMENSION H'4LT � 2 " S) ?y f?1V£ ] _ ] - Q BOTTOM CAPACITY = 18.31E X 8.83E = 161.7 5F X 0.74 = 119.6 GPD /�/^+ 29.3X ,?`� 29.4 °' 28 ° 1°' SIDEWALL = 2(18.31' +8.83' ') X 2.0'= 108.6 SF X 0.74 = 80.4 GPD LOCUS MLli,� _ TH1/� � � /I "� sr0,,AGE £klSTl 10p. 9,Np 270.3 SF 200 GPD O.K. SCALE: I" = 2093' (1:25,000) NG 6t//L01MG 29.4 T L 330 RULE: 0.6136 AC. (330 GPD/AC.) = 202 GPD ALLOWED O.K. EST HOLE LOGS j s,o z90 1 " - ----- •- ---- ASSESSORS MAP 344 PARCELS 68 1 69 0.614 ACRES ^ � 29. F V S E P TI C _Y_ TE._ » _ M DESIGN DATA FINISHED H-10 RATED F&C GROUND 29.8t 6" LOAF, AND SEED ALL DISTURBED AREAS NOT GRAVELLEDLeBARON OR EQUAL SLOPE 2% MIN. H-10 RATED F&C ----- EROSION CONTROL NETTING ON ALL SLOPES >10% TYP. MANHOLE FRAME AND COVERS ,,,,� rn ,� �•: ---L�BARON-4i�-€4UAL ------------------- --- ---------------------------------.----- ` --• `` ro SLAB MANHOLE FRAME AND COVERS (TYP.) LABELED "SEWER" TO GRADE (1 REQ,) D/ CT WN `� L � o E'X/ST/NG ELEV. 30.5 __------ ----------------------- -------- _ __------ PAVED APRON TO LOT LINE Oj 1pp. LABELED "SEWER" TO GRADE WHERE INDICATED CONCRETE COVER TO WITHIN O W (TYP. 10 ly +o SO/L ABSORPT/ON SYSTEM _-FOR-F� EL-3}$ 3" PEASTONE &_ f0�"` 2 - 50O GALLON PRECAST :ONCR{TE H-10 CON[. COVER TO 6" OF GRADE ' LEACH/NG CHAMBER H-20 --- ` - --------------- ------------ -__ ___ _-- BLOCKS OR l ''�° \` W/TH 2' OF STONE ALL ARO.'.A'D. -FILTER FABRIC -- -- -PR££AST--RISERS --- 0D -� _ N 1 BLOCK UP D-BOX, 24'I.D. RISER 8 ".. OVER STONE H-20 2'1 D, X 29.3 O �Y TO 6" OF GRADE, MORTAR ALL COMPO NTS � '� •`� PRECAST H-10 �`"'- 29.5 s - -- ------ - PROPOSED DRY WELL / `�� iy �` o' ' �O "� � `�•9 1000 GAL H-20 ' a S�4 4 ? 3 29 3 c�i ,•., R2 0 DIA. 6' DIA. LEACH PIT 1 2 �2 E c�`rj3T� ` 8 ------ ----- --- W \ Nc.� N 8,83 9.4 w 9., MIN. COVER 2.0E SID S - -r, .------ - -- INV. ELEV. 26.0 W/41/ O p. p 1 G FNC o 27.$* MORTAR ALL ' ,' / o F Ord `L i ----- - - /"` " E D COMPONENTS STONE AROUND / . ---- 27,90 �� P 8 I 'oo°oo°o,, ,.�ao.e ... .. � 27.68 •. 15QD GAL H-]Q t4 �'. ;" °o <<< SEPTIC TANK �m `'��`�+ PROP B ® 27 n 2 43 �O00o0oa0000 INV. ---- o°o°o n° o°o°o°`o° 3" BUFFER TREES ; --,., $ TFF_- --- -------------- ---------- a- <� <, � - � L L�� I \ / 11' AT 2% 0 0 0 0 0 0 0 0 0 ° ° ° ® ®®® ®®®®(� ®®® ���I®� 30' ON CENTER (26 4"OSCH40 PVC ° , � � EL. 4' LIQ. LEVEL o�000��000000000 26.92 °ooc°°Uo o °o°uoo 17' AT 2% ° <, < IF EXISTING TREES / I �' ' ,�' �� S ACME OR EQUAL GAS BAFFLE ..• o_o" 0 26.8 0 ° NOT RETAINED O , 28 J PROPOSED H-10 /1,�. t�,�, GRgV I PIPE LEVEL 1ST 2' BOTT. H-10 500 GAL. LEACHING CHAMBER BY ACM'- PRECAST `(� , . • •' "''� AT 2% 4'SCH40 24.8 OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 1,500 GAL, SEPT/C TANK O / `\� t� , `� t £( � . PROPOSED t I `� ��` �`--% - '` `` ----------- -- --- 6=GRAVEL 8e MECH.- -- - _li-t�D.-E4?LO 1_ 12_ _C01�1PACTED__GRAVED-----------------T-- - (2) UNITS REQUIRED COMPACTION (TYP.) ACME DB5 I 10 OR EQUAL 3/4"=f=1/2 DOUBLE WASHED-STONE D `MIN - ---- ------- D-BOX H-!0 / 103. 'r "> 3.6 `��_! ZONING DISTRICT: B WP OVERLAY DISTRICT 6 P,IIN. SUMP AT SIDES AND .667E AT ENDS OF PRECAST STRUCTURES PROPOSED I SO/L A49SORPT/ON SYSTEM d I MIN. LOT AREA N/A (26,728 '3F PROVIDED) 8.5' #14 OVERALL DIMENSIONS TO OUTSIDE OF STONE: 2 - 500 GALLON PRECAST CONCRETE �` l / ST EET 20 S y MIN LOT FRON SEPTIC P R t2FI �_E 4.5' LOCUS 18.31E X 8.83E X 2,0E EFF. DEPTH AGE: 20 LEACHING CHAMBERS H-10 ` V_ I # (144.99' PROVIDED) WITH 2' OF STONE ON S/DES ) ^' {�a > TM2 MIN FRONT YARD: 20' (28.8' PROVIDED) NOT TO SCALE PER 310CMR 15.240 4,0' REQ. ---- AND 8" ON ENDS. 2 10 SIDE YARD SUBACK: 0' ( 11,0' PROVIDED ) EL. 16.3 ABUTTING LOT AND EL 20.3 LOCUS =BOTTOM TH'S 18.31' X 8.83' X 2.0' EFF, DEPTH \� Q REAR YARD SE BACK: 0' (113.6- PROVIDED) 270.2 SF = 200 GPD CAPAC/TY 1 / o = p BUFFF MAX. BUILDING COVERAGE: N/A (4,000 5= 15% PROPOSED) NO GROUNDWATER FOUND PROPOSED SOLID BASIN ! p / MAX. IMPERVIO+IS COVERAGE: 50� - (4,00o S- = 15% PROPOSED) DEPTH m. TH1 ELEVATION SOIL CLASS: i (SANDS, LOAMY SANDS) D(.NTH n TH2/j ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS �Ir,� 10 ro O �n • LEADING TO TWO »( ) A 9 ( .} V 1 0 0 n 2' - 2 \.. 8591 :.F = 32.1% PROPOSED ) 0 j4 0 ,__� W 1000 GAL H-20 MIN. NATURAL STATE: 30% - ( ) 0 A E 28'3 PEPRESOAK: 0:00:00 I0 06 001 DESIGN I 0" A E 29 2 PERC RATE: < 2 MPI (5 MPI DESIGN) m�^�,Q /� o �. LOTS 9�C 1 0 6' DIA. LEACH PITS MAX. BUILDING HEIGHT: 30' (20't PROPOSED) SAND LOAM SAND LOAM ROOF DRAIN `\ / r^~ "�.� 2 �, AKA 10 YR 3 1 (24 GAL. < 15 MIN.) PRESOAK: 0:00:00-0:06:t0 �i 4 8 oo`;tu Q �\ (LESS 7' STRIP) 2&3 Z / INV. ELEV. 24.0 W/4' EXISTING USE: VACANT MOSTLY CLEARED BUSINESS ZONED LOT 6" ITA 0 YR 3/1 (244 10AL. < 15 MIN.) 4" SCH40 PVC I s ! •83 / N-P9 z LCP 42370A F 11 27,8 BOTTO PE 0:03:00 I 6" „m t� / STONE ARO.ND " < 9 AT 2% MIN. (TYPE) "�r�'� , TH1 tys < 0.61 A • t20,I' _ _ 1 crn�n`Jr E�.24.3 8'7 (.)M P� O. 4�' F �� ,7 o - aonor,c�n 6 M <F`C: AT 48 � � � 04 �_� i ,� l � ~ o _r,rr-ir�c ,�,cr t-,-E0 �r,n .� ., ,: I I _ OTT _4,-: Ar i . �ED ,• ,IA, �Ai+.., I,j YR 5 $ NO WATER GBSERVED ,, 4, c� 30 25.8 DhTE: 6/6/00 30" 2G.7 oPRO ED GRAVEL �' »BENCHMARK: / - LOADING & KING AREA V 2 ENGINEER: MICHAEL S. FARIA SE I CNAIL_ SET IN POLE / 2� O 2.5UM 76D (DOWN CAPE ENGINEERING) MEDIUM SAND ELEV. 31.0 / '/ / / - ' N 144" / 16.3 EXCAVATOR: ELLLIS BROTHERS ICONSTRUCTIOi I 144" 2.5 Y 7/6 17 2 ASSUMED FROM I / _ N �� G.I.S. NGVD29t ,� 288• p�- TES I. HOLE LOG NC T TO SCALE 0, ,� Q LEGEND #14 JOAQUIM ROAD TH LOGS FOR GROUNDWI TER REFERENCE ONLY PROPOSED GRAVEL SECTION: OF 3/4"-1.5" WASHED STONE OVER E �EC 4 z -- 99'- EXISTING - ONTOUR 8" PROCESSED GRAVEL (REPROC. CONC.) g0 p COMPACT IN 2 LIFTS WITH 10 TON VIB. ROLLER +99.9L EXIST. SPOT ELEV. `-- m --�'-'- PROPOSE[ CONTOUR HEAVY DUTY H-20 COVER GRASS LINED STORMWATER RETENTION AREA 1 WALK _ O LABELED "DRAIN" F&C 4" LOAM & HYpROSEED 3:1 SIDESLOPES (NTS) ` h£PROC£SS£D` _ Q 4 (98.4) PROPOSED SPOT EL. DRILL (2) 1"0 HOLES IN COVER 8" H-20 F p ?� PRECAST COMPACT BACK., L IN 6' RA EL. LISTED gSPygLT C •� ` / TH1 ��_ � 2'X 2' GRATE (TYP.) OMPgCT n � WHEELSTOPS C� LIFTS (TYP. ALL !)RAINAC") p TO DELINEATE TEST HOLE f0 S'u00Ty PARKING (TYP.} MIRAFI 140N Fr`,:,RIC OV,:R H-20 2% 2" MIN. PEASTO'IE PRECAS _3 j o SLOPE OF GROUND RICERS AS REQ. ADS N-12 OR EO. HOLES o SOLID 12'0 HDPE DRILL (2) 1 `� Q� UTILITY POLE SLOPE 0.59; M N RICK ADJUSTING COURSE VAN ACCESSIBLE HCP SIGN - MORTAR EXISTING BUILDING r•.•�>•.Y. L" I GOOD SF / NOTE: VAN SPACE AND 4' WALK TO BUILDING ti°� FIRE HYDFANT -•°' (TYP.) TO BE REPROCESSED ASPHALT COMPACT l PROPOSED 2.0' ( P.) N / ) ^�, TO A HARD PACKED SMOOTH SURFACE PROPOSED 3 GAL. SHRUB �(�^� 4"S H40PVC A 2:i: IN l H-20 SLAB ELEV.=32.0' ALTERNATE BETWEEN: "\f SEE FROM ROOF D A!N LEACHPIT 12„�C.B. TRAP aQ OFFICE 1350 5F / 1 REF. 521 CMR 23.4.4 PJM RHODODENDRON RETAIL 450 SF I / NIKO BLUE HYDRANGEA - vD PPEE O - WHITE AZALEA 6'OX6'-8"' SHOREY LBOW 3"CALIPER 00 I � LP H-20 OR EQUAL ' . � (. PROPOSED PARKING/BUFFER TREE co I 4" MIN ARO ND PIT 600 GALLON PRECAST j PROPOSED :i" CALIPER H-20 CATCH BASIN WAREHOUSE / LOTS 1 1 , 1 !7, 1 3 PARKING/BU FEP TREE 4200 SF LCP 42370A / RED MAPLE aCE►t RUBERUM ) .75"T1.51 DOUBLE WASHED ISTONE SECTIONAL PLATE -,30� In 43,224 SF t d _ � _ _ - _I 30� � / 0.992 AC t / ��`'t �i PROP. 1000 GAL. LPIT �,J„vj 6'OX5' SHOREY SOLID S E TI t N T H R U DRAINAGE BASIN H-20 OR EQUAL SITE T 117' /, � PROP. GAS LINE � REINFORCED NEW BLACK RUBBER NOT TO SCALE iJ i�C1 HOSE (1/2" ID) _W PROP. WATER LINE 20 0 20 40 60 Feet DOUBLE STRAND 12 GA _E PROP. ELEC. LINE �/ GALV ANNEALED TWISTED WIRE SCALE 1" _ :%0' 0BLDG 140UNTED LIGHT TREE WRAP. LAP ENDS DOWN NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1,, _j DO NOT STAPLE NOTE • >,� 3 STAKES EQUALLY SPACED AROUND TREE 2 1/2%2 1/2.00' 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS �, // SPACED V-0" FROM TRUNK, _. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING STAINED DARK BROWN. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE PARKING CALCULATIONS: // APPROVED BY HEAL.T:+ DEPT. (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE ORSTAKES DRIVEN AT ANGLE AND DATE 1 /� PULLED VERTICAL WITH WIRE EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ,� MIN 4'-0" BURIED 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS OFFICE: 288 SF (1/300) = 0.96 SPACES -4" MIN 3" DEEP SAUCER + 4 SEPARATE ENTERPRISES = 4.0 t_L1iiiN_ /PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. STORAGE: 3416 SF (1/700) = 4.88 SPACES SIT7 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 3" DEPTH SHREDDED BARK MULCH ..,� SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. TOTAL: 10 SPACES REQ, ..,._ ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. :,•. Jl.' LAND D �1, AND BARNSTABLE HEALTH REGULATIONS. .:.' '" `; ">' ; :.. HYANNIS, MA 13 SPACES PROVIDED INCL. 1 VAN ACCESSIBLE HCP �( REMOVE BURLAP FROM TOP 3, VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. F HALF OF ROOTBALL off 508-362-4541 4. DESIGN LOADING FOR ALL PRECAST UNITS COMPACTED SUB-GRADE fox 508 362-9880 ® JOAQUIMsl TO BE AASHTO-H10 UNLESS NOTED. S011 MIX ., OAD 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 6, 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. I </O W l7 cape erg q in e erin 7, /'? C. 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. `r 1� PREPARED FOR: 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT Cl VIL ENGINEER:" INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �JH Of QE MIN MIN L AND SUR VE YC,��'S JOHN � FROM BOARD OF HEALTH. to ��1t► M 9. CONTRACTOR TO VERIFY SITE CONDITIONS AND UTILITY LOCATIONS AND AVAILABILITY moo`' SARIO ARNE y�� a�� 939 Main Street - YARMOU T'-lPO -'T MASS. 9 H. � �. ARNE�. � TREE PtA�NTI N G DETAIL. � �� �, PRIOR TO CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF ANY ISSUES NOT (),1ALA r. IDENTIFIED ON PLAN. �' r 28348 SCALE: 1 "' 20' DATE 7 2 03 10. ALL PROPOSED BUILDING LEASES/SALES/AGREEMENTS ARE TO IDENTIFY THE RESTRICTED USES 2 j(�3/�jOl6 • • / I BY INCLUDING THE GP/WP ZONING ORDINANCE SECTIONS AS PART OF THE AGREEMENT. s�0 S 'PE E� �`� ` REUSED• /�/�3 SPR COMMENTSE THE GP/WP ZONING ORDINANCE IS TO BE POSTED CONSPICUOUSLY IN EACH BAY. »» ss/O E��' ONLY '' ^*,l v 1 14FS ALLOWED AS OF RIGHT IN WP ARE ALLOWED WITHOUT SPECIAL PERMIT. REVISED: 10/301 ADD'L SOIL LOGS ARN JALA PLS, NAL DATE