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Home My WebLink About0361 COTUIT BAY DRIVE - Health 361 COTUIT BAY DRIVE, COTUIT A= 055 O11 I TOWN OF BARNSTABLE LION —3 41 C-0 %,0-17- 06/a� .17'-- SEWAGE # ®1, VII LOGE 'eO'f 4,61 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. P,05 -01% 4X SEPTIC TANK CAPACITY 11900 -1" 14900 p LEACHING FACILITY: (type) P-T e- A-as (size) t , �D NO. OF BEDROOMS 3 BUILDER OR OWNER D eLA,4, PE'RMITDATE: 07 COMPLIANCE DATE: Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 30 � _ 3 % No. doo ( -01 /F Feed THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for ;Digp gar *pgtem Congtruction Vertnit )Repair( Upgrade( )Abandon( ) El System Individual Components Application for a Permit to Construct(A Location Address or Lot No. 361 C4nu 1T 6PY kD Owner's Name,Address and Tel.No.SNtRkI } G®N DS_�J Q)3 co—ru tiT Assessor's Map/Parcel 5- Installer's Name,Address,and Tel.No. PASTS '04C�AVA'fl Designer's Name,Address and Tel.No.EN6i NEL@. UJOV—KS 17s'? 1Z w- c14b-1_VT-11610 'P-19. IFC501: TCD'01; ,l�Sri�ALS MA b ✓�®� �IZ�-93p� 5a� i(?� -S3 l3 Type of Building: Dwelling No.of Bedrooms Lot Size 123 sq.ft. Garbage Grinder(� Other Type of Building' No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 336 gallons per day. Calculated daily flow ��o gallons. Plan Date %-.5 -07 Number of sheets Revision Date r Title Size of Septic Tank/000 71'&1010 T I0® Type of S.A.S. 'e1y lN 5 �` 2,6 Description of Soil 5=6 AAh/S 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i oard of Health. Signed Date 1`S' Application Approved by 1, Date ("1 w Application Disapproved for the follows easons Permit No. 6 b 7 0 17 Date Issued + Nu: a G 7 f �...: Fee 4. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppYication for Oiq gar *pgtem Congtruction Permit I Application for a Pe omit to Construct(�)Repair( Upgrade( )Abandon( ) El Complete System I Individual Components Location Add/esor Lot No. -3(ol CM IT 8fly R0 Owner's Name,Address and Tel.No.SNV-91 t DON DStJ IJ)S s coTu`T Assessor's Map/Parcel - A'rJ Installer's Nam9ddress,and Tel.No.PASTS 7DCAV A-rl Designer's Name,Address and Tel.No.FN 61 IJET P- LsJ dR KS P C> IZ W• C.Nb5ThiF;A.Q P-0. roCL5-r0At.:6 47y_ -`T�o0 Type of Building: ? Dwelling No.of Bedrooms 3 Lot Size z3 sq.ft. Garbage Grinder Other Type of Building *' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33 G gallons per day. Calculated daily flow ��'60 gallons. Plan Date Number of sheets r Revision Date Title Size of Septic Tank/000 91'&1010 Q'1000 9r/ Type of S.A.S. ay eNF/LT�,4_)6Z5 IL Zo 4 Description of Soil 56-6 "A/,, Nature of Repairs or Alterations(Answer when applicable) IQ � +� �'� .plT 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 Certifi- cate of Compliance has been i�5 is •oard of Health. Signed C Date I' 'd 7 Application Approved by Date f— 7 Application Disapproved for the follows reasons Permit No. 2 6 0 7 — O 1 Date Issued j — 1 ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate oft(Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded Abandoned( )by 1PF�TQf2S 'C�<-AVATIPT} at 361 c TuT-r 6Fl�, DQ cc)iUiT has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .10°7' 017 dated Installer PA�� GKCA VA17t70 Designer - V Il_bb_Q_l Q .i Q—)6Q IJ.5 The issuance of this permit sl�adyl riot bepc nstrued as a guarantee that th �stem will`funcf a esigned. Date J f � Inspector" =---� No.a 00 7— O(:7 Fee J aD THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'Wi5pogat *pgtem Congtruction Permit Permission is hereby granted to Construct( Repair(14 Upgrade( )Abandon( ) System located at �'3 61 C)o-i U 1T lA V 2D C1015"o and as described in the above Application for Disposal System Construction Permit. 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 date of this permit. ' I7- - 0 Date:_ Approved by ^�`✓I �� 'M 95.210: FtenaraCon EP. ins.and Specifications orhl�RrCA f� � Thd plans and specifications for every on-site system shall be prepared.as follows: (1) -Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner.tray prepare plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310.CMR 15.203 provided the a reviewed by:a Massachusetts Registered Sanitarian and,approved by the.approving rhority; (2) Eve y.plan submitted for approval must be dated and bear the stamp and signature of .. ... .... . . the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing-system which requires a variance to a property line setback distance,must.also reference"a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M.O.L. c: 112, § S I D; (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot pla and one inch = 20 feet or fewer for details of,system components) ind shall include fiction of: the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the s em; c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; - - .�d) • the'location of existing or proposed impervious areas,- including:driveways and parking areas; (e) location and dimensions of the system (including reserve area); ...__ M. -system design calculations, including design daily sewage flow,septic tank capacity (required and provided); soil absorption system capacity (required and provided); and _.._... -. hether system is designed for garbage grinder, _ ( ) North arrow and existing and proposed contours; (h) location and'log of deep'observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator, location and results of percolation tests including the sate of test and the names of the representative of the approving authority and soil evaluator. ) name and certification number of the Soil Evaluator of record; (k) location.of.every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the proposed system location in the. case of private water supply wells; 1 location of-any surface waters of the Commonwealth; rivers, bordering vegetated wetlands. salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or-suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CMR 15.215 within which portions of the proposed sy are located. ;) cation of water lines and other subsurface utilities on the facility; LKn observed and adjusted ground-water elevation in the vicinity of the system; a complete profile of the system; a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in co tion with the plan; the location and elevation of one benchmark.within 50 to 75 feet of the facility which is not subject to dwocation or loss.dirring construction oii-the facil-ity; (r) when dosing is-proposed, complete design add Specification of the dosing system proposed including.but not limited to dosing chamber capacity (required and.provided),- pump curves and specifications, number of dosing cycles and depth per cycle; (s) when a kecirculating Sand Filter or equivalent alternative technology is required or Proposed, a complete plan and specification for the system.including a hydraulic profile; (k) a locus plan,to show the location of the facility including the nearest existing street; the street nurriber and lot number,if any, of the facility; and v) the materials of constrretoa.and the specifications of the system. TO ZZ4-'OPBARNSTABLE LOCATID.N �� SEWAGE # YILLAe�E ��\ ASSESSOR'S MAP& LOT055-I(- INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY n � 5 o( LEACHING FACILITY: (ty ) \, U CtsJ (size) W� NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� ' 1 Gl � cap+ C C gc jL u aw li t tjjL .Ct➢i1rIiiSlcame P# Department of Regulatory Services i Public Health / NAM Date ��! �A'tbJq 200 Main Street,Hyannis MA 02601 rFp�,1 Date Scheduled_ A Time / Fee Pd. S it Suitability Assessment for Sewage Di osal Perform -By: ed Witnessed By: '.. ( G� LOCATION& GENERAL INFORMATION Location Address ( +1 �90� Owner's Name 6461�,, 14— Address Assessor's Map/Parcel Engineer's Name �e ✓ . NEW CONSTRUCTION REPAIR Telephone# -77-31-3 Land Use go-j I,04n 4-eol I 2 w 1 Slopes(96) Surface Stones °V Distances from: Open Water Body.add ft Possible Wet Area ft Drinking Water Well�ft Drainage Way 7 GC) ft Property Line �® ft Other - ft SKETCH:(Street name,dimensions of lot;exact locations of test holes&perc tests,locate wetlands in proximity to holes) 41 t tj t It `. i - ._. �.... � __. r .-.-.�_ •..-^c,...�+r n � `ram,:.b�Y'. -+..�.-..r.e..� '. - � _ a- + ^-e:�-.-- _ tc) C o1-01— A-y l� �l t Parent material(geologic) C� Lu.Lt� `Depth to Bedrock Depth to Groundwater: Standing Water in Hole: N)4 Weeping from Pit Face ' Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: in. ,Groundwater Adjustment fr. Index Well# Reading Date: Index Well level ems, Adj.factor— Adj.flroundwater Level PERCOLATION TEST bate , Thne Observation ' Hole# Time at 9" — Depth of Perc ^` Time at 6" Start Pre-soak Time @ `� l _ " 'Time(9"-6") End Pre-soak Rate MinJlnch Zy 0'to f\-S ` i Site Suitability Assessment: Site Passed 1)4, Site Failed: Additional Testing Needed(Y/N) . Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***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:\SEPTIMERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# ! Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(im) (USDA) , (Munselq Mottling (Structure,Stones,,Boulders. Consistency.%Graven G-.(0 Zl_ DEEP OBSERVATION HOLE LOG Hole# `Z— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Consistency.%-Gravel) L � 21 51Y 1111-3 f DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muosell) Mottling (Structure,Stones,Boulders. Consistenc4%G v DE EP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co n 1 Flood Insurance Rate Maw: Above 500 year flood boundary ry No 'Yes-.----- Within 500 year boundary No Yeses Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �'2J If not,what is the depth of naturally occurring pervious material? ,. Certification I 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 tr ' ' g,expertise and experience described in 310 CMR 15.017. rr� Signature Date J d I Conunonwealth of Massachusetts Executive Office of Enviromnental A -airs Dept. of Environmental Protection Jolui Grad One winter Street,Boston,Ma. 02108 D.E.P. Title V Septic Inspector P.O. Box 2119 Teaticket, MA 02536 (508 564-6813 WILLIAM F.WELD Governor l.. ARGEO PAUL CELLUCCI 10 Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORItiI�` A/� PART A �` REclrtff 7 CERTIFICATION 1998 ocr Property Address: 361 Cotuit Bay Dr.Cotuit Map 055-011-78 Address of Owner: r 1- to APBgRN Date of Inspection: 919198 (If different) Nor oEr'T'BtE Name of Inspector: John Graci Colin MacDonald I am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) 41, Company Name, Address and Telephone Number: 1 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: X P85585 This Inspection Is based on criteria defined In Title V code 310 CMR 16.303.My findings are of how the system is _ COndltlo all Passes performing at the time of the inspection.My inspection does Needs rt er Evaluation By the Local Approving Authority not Imply any warranty or guarantee ofthe longevity ofthe Septic system and any of Its components userul life. Fails Inspector's Signature: Date: 9f9fg8 The System Inspector shall ubmit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. If the system i a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C,or D: A] SYSTEM PASSES: x I have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: B] SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair,passes inspection. Indicate yes,no, or not determined(Y, N, or ND). Describe basis of determination in all instances. If "not determined",explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of CoMpliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection, or the septic tank,whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 04127)97) One Winter Street a Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 361 Cotuit Bay Dr.Cotuit Map 055.011.78 Owner: Colin MacDonald Date of Inspection:919199 _ Sew,acie backup or,breakout or high static water level observed.in.the distri.bution box is due to a broken. or obstructed pipe(s)or due to broken,settled or uneven distribution box.The system will pass inspection if (with approval of the Board of Health). Describe observations: broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced _The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public watersupply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presense of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method usedto determine distance (approximation not valid) 3)Other D] SYSTEM FAILS: You must indicate either"Yes"or"No"as to each of the following: _ I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15,303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage in facility or system component due to an overloaded or clogged SAS or cesspool. D15chorge or ponding of effluerit to the 5urfoce of the ground or stirfaco wotor,5 dale to on OMIOA(le.d or cinggP11 cesspool. SAS is in hydraulic failure. (revised 04127)971 l a SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 361 Cotuit Bay Dr.Cotuit Map 055-O'11.78 Owner: Colin MacDonald Date of Inspection:919198 Dj SYSTEM FAILS(continued) Yes No 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 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"as to each of the following: The following criteria apply to large systems in addition to the criteria: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (reylsed 04127)97) L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 361 Cotult Bay Dr.Cotult Mapa55-011-78 Owner: Colin MacDonald Date of Inspection:9/9/98 Check if the following have been done:YOU must indicate either"Yes"or"No"as to each of the following: ,c_ — Pumping information was requested of the owner, occupant, and Board of Health. x None of the system components have been pumped for at least two weeks and the and the system has been receiving normal — flow rates during that period. Large volumes of water have not been introduced Into the system recently or as part of this inspection. x As built plans have been obtained and examined. Note if they are not available with N/A. x — The facility or dwelling was inspected for signs of sewage back-up. x — The system does not receive non-sanitary or industrial waste flow. -x— — The site was inspected for signs of breakout. x All system components, excluding the Soil Absorption System, have been located on the site. x The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge,depth of scum. x _ The size and location of the Soil Absorption System on the site has been determined based on The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub-Surface Disposal Systens. x Existing information. Ex. Plan at B.O.H. x Determined in the field(if any failure criteria related to Part C is at issue, approximation of distance is unacceptable)[15.302(3)(b)] (revleed 04127197) L_ r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 361 Cotuit Bay Dr.Cotuil Map 055.011-78 Owner: Colin MacDonald Date of Inspection:919198 FLOW CONDITIONS RESIDENTIAL: Design flow: 330 9•P•d./bedroom for S.A.S. Number of bedrooms: 3 Number of current residents: 2 Garbage grinder(yes or no): Yea Laundry connected to system(yes or no): Yes Seasonal use(yes or no): No Water meter readings,if available:(last two(2)year usage(gpd): nfa , Sump Pump(yes or no): No Last date of occupancy: n1a COMMERCIAL/INDUSTRIAL: Type of establishment: nla Design flow:0 gallons/day Grease trap present: (yes or no) No Industrial Waste Holding Tank present:(yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) No Water meter readings, if available: We Last date of occupancy: n13 6 OTHER:(Describe) nla Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: nla System pumped as part of inspection: (yes or no)_No If yes,volume pumped:0 gallons Reason for pumping: nla TYPE OF SYSTEM x Septic tank/distribution box/soil absorptions.system Single cesspool Overflow cesspool Privy Shared system(yes or no) ( if yes, attach previous inspection records, if any) I/A Technology etc. Copy of up to date contract? Other: APPROXIMATE AGE of all components, date installed(if known)and source information: 1980 Sewage odors detected when arriving at the site: (yes or no) No (revised 04127197) L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 361 Cotuit Bay Dr.Cotult Map 055.011-78 Owner: Colin MacDonald Date of inspection:919l98 SEPTIC TANK: x (locate on site plan) Depth below grade: e" Material of construction:_concreate_metal_FRP_Polyethylene—other(explain) If tank is metal, list age Na . Is age confirmed by Certificate of Compliance No (Yes/No) Dimensions: L10'e"H5'T^w5'e^ Sludge depth:4" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: Distance from top of scum to top of outlet tee or baffle:5" Distance form bottom of scum to bottom of outlet tee or baffle: 17" How dimensions were determined: Measured Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND.RECOMMEND PUMPING EVERYTwOYEARS. GREASE TRAP:_ (locate on site plan) Depth below grade: rda Material of construction: _concrete_metal_FRP_Polyethylene_other(explain) Dimensions: rda Scum thickness:rda Distance from top of scum to top of outlet tee or baffle:rda Distance from bottom of scum to bottom of outlet tee or baffle: rda Date of last pumpingiil_ Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) n!a BUILDING SEWER: (Locate on site plan) Depth below grade: 14" Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line<o- Diameter: nla Qsimments: (conditions of joints,venting,evidence of leakage, etc.) (revised 04127197) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 351 CotuitBay Dr.Cotuit Map055-011.78 Owner: Colin MacDonald Date of Inspection:919199 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: rda Material of construction:_concrete_metal_FRP_Polyethylene—other(explain) Dimensions: nfe Capacity: We gallons Design flow: rya gallons/day Alarm level:_nfa Alarm in working order?_Yes_No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) rda DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: nia Comments: (note if level and distribution is equal, evidence of solids carryover,evidence of leakage into or out of box etc.) roa PUMP CHAMBER: (locate on site plan) Pumps in working order.(yes or no)_!do Alarms in working order(yes or no)_Ye: Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) rda (revised 04127197) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 361 Cotuit Bay Dr.Cotuit Map 055.011-78 Owner: Colin MacDonald Date of Inspection:919198 SOIL ABSORPTION SYSTEM (SAS):x (locate on site plan, if possible;excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: nla Type: leaching pits,number. 1o00 gallon leach pit leaching chambers, number:Na leaching galleries, number: rda leaching trenches,number,length: nfa leaching fields, number, dimensions:rda overflow cesspool, number:We Alternate system: rda Name of Technology:_wa Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) THE LEACH PIT IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.PIT HAD 6"OF WATER IN IT.PR HAS NOT HAD MORE THAN X OF WATER IN IT. CESSPOOLS:_ (locate on site plan) Number and configuration: rda Depth-top of liquid to inlet invert: rda Depth of solids layer: nla Depth of scum layer: rda Dimensions of cesspool: nla Materials of construction: rda Indication of groundwater: nla inflow(cesspool must be pumped as part of inspection) rda Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) rda PRIVY: (locate on site plan) Materials of construction: nra Dimensions: Na_ Depth of solids: nla Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) nra (revlaed MD97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 361 Cotuit Bay Dr.Cotuit Map 055.011-78 Colin MacDonald t 919198 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references, landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) Q I C. AA 13 page 9 of 10 (revised 04)27197) L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 361 Cotuit Bay Dr.Cotult Map 055-011.79 Colin MacDonald 919199 Depth of groundwater 12 Please indicate all the methods used to determine High Groundwater Elevation: Obtained from design plans on record. Observation of Site(Abutting property,observation hole, basement sump etc.) Determine it from local conditions Check with local Board of Health Check FEMA Maps Check pumping records Check local excavators, installers X Use USGS Data Describe in your own words how you established the High Groundwater Elevation.(MUST be completed) USGS Maps and Charts (revised0,4n7197) Page 10 of 10 c � LO� �TION SEWAGE PERMIT, NO. VILLAGE I N S T A LLER'S NAIVE i ADDRESS R UILDER OR OWNER r DATE PERIVIlf ISSUED DATE COMPLIANCE ISSUED �- �� ,1 ol b T THE COMMONWEALTH OAASSACHUSETTS -- BOAR® OF HEALTH •--..........(-,$ ........0F.......... .a-^ji{,/ ...w-------------------------------------•------------- Appliration for UhiposFal Morkg Tnnstrnrtion Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ . Lo n AddesN.A.Lb.. ...... ..... _ ........................................ N O " Address ........ .. ....... ...... ...._............._.__._.._._..__........._ ..................._..........._......._....._.._.............._..........__....._................ Installer Address Type of B ilding Size Lot............................Sq. feet � V Dwelling No. of Bedrooms...... _Ex ansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures . ------- - ------.--•-•-•---•----•-------•--------------•-•---•-•... ----•-•---••-•--••----•-•-••-••••......••-- W Design Flow.......... ....................gallons per person per day. Total daily flow............ .3.®......_......_...gallons. WSeptic Tank L Liquid capacity.lS�gallons Length-------_------- Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Lengih.................... Total leaching area....................sq. ft. 3 Seepage Pit No-----------------_-- Diameter.................... Depth below inlet................../rotg, eaAhing area..................sq. ft. Z' Other Distribution box ( ) Dosing to ( / �"' Y .: <��Lt� Date Percolation Test Results Performed b ._....._ � =7_l................ Test Pit No. 1....Z _minutes per inch Depth of test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ........... •----------------- ----- -- - O Description of Soil........0-- ..•.2A-:�-=---- W 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 TITi U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sig . ---- ------------------------------------ --------•-------- -------------•----• -•-•-----•- �/ IQate Application Approved By........ .. ........ i�� = Date Application Disapproved for the following reasons--- ----------------------------------------------------------------------------------------------------•---- ------•-•-•--•---•---•--•----•-••.._.......•••--....--•..................••-•-••-----........-•-•--•---•-...••---•-•-••...-•-----••••--------••---••------••-•......-••--•--•--•• ....................... Permit No......................................................... Issued.<J!'.=-R4 Date...... Date THE COMMONWEALT9 OF kASSACHUSETTS �- 4 BOARD OF HEALTH J. r OF ....... .......... er!'arri.<�,..9. ................... Appliration for Disposal Works Tonlitrurtinn Famit + Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage, Disposal System at `a7 "G1 " � � .....__P1 - � 00 ru/)!r 1141y .:. ............. .._.Lo Rf Address Owner Address w w ► Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No, of Bedrooms._....,, .....Expansion Attic ( ) Garbage Grinder WOther—Type of Building ............................ No. of persons............................ Showers ( ) Cafeteria ( ) Otherfixtures -----•--•----------------------------------•--------..•-•--..........-••••-----•------- -•------••---.....•••••---••••-•---•--•-•-•-•••-.........--•- w Design Flow..........%r.r.0.....................gallons per person per day. Total daily flow........... `_ .. .................gallons. WSeptic Tank-t Liquid capacity.JX gallons Length................ Width................ Diameter..........._.... Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---_-------------_- Diameter.................... Depth below inlet................ f ot�Elearhing area..................sq. ft. Z Other Distribution box .( ) Dosing to ( Ott Percolation Test Results Performed by........ 44........ Date- ,"._: ' :-------------- S"''.minutes per inch Depth of est Pit.................... Depth to ground water........................ Test Pit No. 1___, : Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_-._____-_-_--__-•:-- x '...... --..w. .---- -----------,------------------•--.........----- escriptonooi ---------- U ......................._..................................................................................:.............................................................................................. w U Nature of Repairs or Alterations—Answer.when applicable.................. __ _____________________ ................................ .,•r,...•.-,.,,.,,, ----•----------------- .............................................-........... ........................-----...----------:.......----------------------------------------------•----------------------------........•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT 1E.- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sid-- ....................................................................... �te�: :: ..........................APPlication APProved B .... �... ---- Date Application Disapproved for the following,reasons____________________________-------•----•...........................................•...... _..-••---•- . . --------•-•----------------•---------...----------------------------•-----------.....-----------•--------..._..._.........-------------- ............................................................... Date Permit'No..................•----------....................-•-_... Issued....................................................... Date i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �.... . .....OF..........A :....... .$.................. TrrtifirFatr of f ompliFanre THIS IS TO CERTIFY, That the Individual Sewage Disposal System, constructed O or Repaired ( ) bya - •. ........................................ .. .................... -_3? V A-.* - ---- has been installed in accordance with the provisions of of he State S Sanitary Code as described in the application for Disposal Works Construction Permit No. : !. _ .-..-•__------ dated...... �--_��__-•---_-_-_-_•--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......, .....: .................................a...................... Inspector.-............................................---------------•----------------------- THE COMMONWEALTH OF MASSACHUSETTS ,BOARD PF HEALTH a � .... ...OF...... .. ....:6��. I................................................ ._"._a..: FEE ".... ......✓ Disposal Vorks Tons#ra umit Permission,io.hereby granted__'...................................... ..... ---- -------- ------ ----..:. ........ to Constr c ( or Repa ( an div al Sewa isposal - J�A I�..... A.........#........... . . ..... ..........a * 'Street as shown on the application for Disposal Works Construction Per t No 7.. .... Dated..... 7 w "_�. .............. . . • /Itt Board of Health :. DATE..... FORM 1255 HOBBS & WARREN, INC.: PUBLISHERS ' 'TOP OF FOUNDATION • CCNCRETE COVER �• • CONCRETE COVERS 4 CAST IRQ �?"MAX. , . ,--.�- - _,,� __T___�--z► 12'�L.AX r PIPE (OR 4"ORANGEBURG(OR EQUIVA EQUIV.) - MIN. PIPE - MIN. rLEA�H . ' PITCH I/4"PER.F . PITCH 1/4 PER.FT PITECAST ` y�g ACHING T . IN�V T T ORSEPTIC TANK ��jj DIST. / wEOUIV. INVERTEL. . BOX EL�.a°!7`GAL. INV R pT •' El I Nvc��'.(y ; ' w w "TO 11/27 Elr wwTONE i ' to13/ •Ae /Vo PROFS LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE - I SOIL LOG �yf WITNESSED BY : DATEX"I"! . TIMEI/ ""! . . �J.7CJ�/!/G � BOARD OF HEALTH TEST HO E I TEST HOLE 2 NGINEEIR I ELEV. .leiv.0. . . ELEV. .. .. . . . . . . 70-p52)il-- DESIGN DATA : I NUMBER OF BEDROOMS TOTAL ESTIMATED FLOW Q . . GALLONS/DAY CoTvi7- BOTTOM LEACHING AREA SQ.FT. /PIT SIDE LEACHING AREA �S '.s� . SQ.FT./ PIT c GARBAGE DISPOSAL/3$-A • (50 % AREA INCREASE) TOTAL LEACHING AREA �jt^> .> SQ.FT o� PERCOLATION RATE MIN/NCH ,�� / — LEACHING AREA PER PERCOLATION RATE�sSD. SQ.F.T. !(/,.WATER ENCOUNTERED NUMBER OF LEACHING PITS 0.�. f'1T 4?1/Th1 APPROVED . • • BOARD OF HEALTH DATE. . . . . : THOMAS E•KELLEY CO. •AGENT OR INSPECTOR ENGINEERS'°-SURVEYORS 346 LONG POND DRIVE OF SOUTH YARAIOUTH,MASS /1 /.rricC�' ►�G 02664 02 O G 4-O � T r^ KELLEY N i . . . v Ma 2420 o . d '➢p FG/STEM �8 dFSSIONALF-a% PETITIONER LEGEND 78 PROPOSED CONTOUR 2s Rome `° 7 PROPOSED SPOT GRADE Pe 292—PG .2 �9 ' EXISTING CONTOUR 6 LI..1 t e oL ti �^ AP N 5 5" I ?--', TEST PITpa 1` cV °� 44, I Z3±SF (� O W EXISTING WATER SERVICE a `0 0—" _ OHW EXISTING OVERHEAD WIRES a•� ' 1 0 ``, (1() t N N ga1 O +�Ps Neck Rd Z EXISTING TREE U i BENCHMARK D LOCUS No. 3G I/ ,2 STY.i f /% WD. FRM.',%' / / r LOCUS MAP N.T.S. %i GENERAL NOTES- T.O.F. = 102.43V / / j / % i i �r(SLAB) 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL MH BOARD OF HEALTH AND THE DESIGN ENGINEER.%/ (FULL CELLAR) /` _ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1^• LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: �� i ,'9 :�� 1) 310 CMR 1 5.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: 12,21 �1 +` ' A 1:5' variance to maximum cover requirement of 3', for 4.5 of 1 WRO I I 1 ) maximum cover. S.A.S, shall have H-20 units and be vented. GARAGE! " r __-4,- SEPTIC O L TB-2 t %� O i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE / 1 `'� "AA DESIGN ENGINEER. ! `� - WN I I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING BENCHMARK: (g� „ - -: � ! FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ,ice I-I-L-J s y ENGINEER BEFORE CONSTRUCTION CONTINUES. - LEFT CORNER OF BOTT. STEP ELEVATION = 100.00' �� `` �; 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. (A55UMeD DATUM) i r ` / a ~-� ` � LL'- '___ IC I I 6. THE THE DCONITRACTORNORESGN R OWNER IS TTOENO�FYIB E LOCAL LE FOR H BOARD OF E FAILURE OF EXISTING SEPTIC TANK `, 1 ` _. III W EXISTING IRRIGATION WELL HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. TOP EL=102.36 . TO •BEZESTROYED & ABANDONED INV.(OUT) EL.=101.00t IpI I -1 7. WATER SUPPLY PROVIDED BY TOWN WATER.TP rut uNr 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. EXISTING S.A.S. ^per 1 �} I I�fimh � `�'1 J 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO B£ PUMPED AND / 1 '� µ�- w ! i '; I—I-1-1 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. FILLED WITH SAND S" " t'' `,, 7 '4 VENT a f ) a. G ` I�Ir�I� �. . 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY d 0h.:A Mqs, THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING `w 10 Q`� Sg� CONSTRUCTION. I `• \ y f o PETER T. 1 1 INERE THE AREA BEDNEATCONTRACTOR FFORSHALL FT. ON REMOVE LL SIDES OFUNSUITABLE THE SOILS ! ) ? i 1 McENTEE 1. ~• 1 1 1 .• j ° + 1 t CIVIL AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). ;-�co 1 ' µ__ ' M. No. 35109 12. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRITY OF EXISTING �ke .J:O � "T µ �fC/STE�� SEPTIC TANK PRIOR TO CONSTRUCTION. q y - .2 94 PROPOSED SEPTIC SYSTEM UPGRADE a -- -'TONE'WALL � : ` �1 361 COTUIT BAY DRIVE, COTUIT, MA 1ST — 1 �'�� Prepared for: Donald Dennis, 361 Cotuit Bay Drive, Cotuit, MA 02635 t1 - v } Engineering by: Surveying by: SCALE DRAWN JOB. NO. COTUIT B Engineeringworks HOOD SURVEY GROUP 1"=20' P.T.M. 254-06 AY DRIVE ��` ••"'~�-»..;,� 12 West Crossfield Road P.O. Box 1724 r� Forestdale, MA 02644 Moshpee, MA 02649 DATE CHECKED SHEET NO. +, (508) 477-5313 (508) 539-7799 1�5�07 P.T.M. 1 of 2 EXISTING TANK PROPOSED TANK INSTALL RISER WITH COVER AND SET INSTALL RISERS WITH COVERS OVER INLET - INSTALL RISERS WITH COVERS OVER INLET TO WITHIN 6" OF FINISH GRADE VENT FDI�ON & OUTLET TO WITHIN 6" OF FINISH GRADE & OUTLET TO WITHIN 6" OF FINISH GRADE INSPECTION RISER PIPE F.G. EL. 102.0-103.8(MAX.) xg EXISTING F.G. EL.103.3t F.G. EL.103.8t F.G. EL103.3t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE <. EL.98.0 �. L 4' L 10' FOR A DISTANCE OF 15' AROUND THE = = L =9, PERIMETER OF THE S.A.S.a 4" SCH 40 PVC A 14' SCH 40 'PVC 4" SCH 40 PVC 10" EXISTING 14^ ® S= 1% (MIN.) 10^ ® S= 1% (MIN.) s ® S= 1% MIN. 11 EFF. �. 1000 GALLON 14" ( ) SEPTIC TANK 48" LIQUID DEPTH 1, (SEE NOTE 12 -SHEET 1) LEVEL NINV.=100.25 I I ADD GAS GAS PROPOSED INV.=98.92 3 ROWS OF 8 UNITS AT 6.25'/UNIT = 50.0' BAFFLE INV.=100.5 BAFFLE D-BOX -. ....... ... INV:=99.50 INV.=99.33 �� 1 EXISTING INv.1ol.00t SOIL ABSORPTION SYSTEM PROFILE PROPOSED 1000 GALLON SEPTIC TANK(H-1 N.T.S..0) ESTABLISH VEGETATIVE COVER' BACKFILL WITH CLEAN SAND NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING (NATIVE OR PERC SAND) PIPE INVERTS PRIOR TO CONSTRUCTION. " 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL - AND TRUE TO GRADE ON A MECHANICALLY COMPACTED TOP ELEV.=99,33, SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). INV.=98,92 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=98.00 BREAKOUT EL.=98.0 r— 21" 6-4" POLYSEAL OUTLETS 4) GAS BAFFLE TO BE .INSTALLED ON OUTLET TEE 2 8' .g 1 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' MIN. ABOVE BOTTOM OF 2" -a" POLYSEAL INLETS EXISTING SUITABLE MATERIAL . T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.4' x, SEPTIC SYSTEM PROFILE NO G.W. EL; 91.0, TP-1 USE 3 ROW CAPACITY INFILTRATOR O O CHAMBERS WITH NO NU SEPARATION BETWEEN EACH ROW & NO STONE. N N.T.s. SOIL ABSORPTION SnTEM (SECTION) N.T.S. -- N Top View Section % , DESIGN CRITERIA �;No. 3G I / R D—BOX / f �/2 G-j Yj./// f NUMBER OF BEDROOMS: 3 BEDROOMS r r I rl r ,/ SOIL TEXTURAL CLASS: CLASS I FRM. ' / i / / SOIL LOG DESIGN PERCOLATION RATE: <2 MIN/IN /(SLAB) DAILY FLOW: 330 G.P.D. T.O.F. 102.43 DESIGN FLOW: 330 G.P.D. / / / / / DATE: JANUARY 5, 2007 (P-1 1,566) (FULL CELLAR)f SOIL EVALUATOR: PETER T. MCENTEE P.E. GARBAGE GRINDER: YES / O o 00 00 0 0 0 0 00 / ��. WITNESS: DONALD DESMARAIS - HEALTH. AGENT EXISTING SEPTIC TANK: 1000 GALLON (REQ'D. RETENTION=660 GALLONS) 0 0 0 0 0 0 0 0 0 0 o 0 o a / PROPOSED SEPTIC TANK: 1000 GALLON (REQ'D. RETENTION=330 GALLONS) 00000000 I O O O O O O O O r _ 28„ 28"—�--I J r -,L TP-2 Depth LEACHING AREA REQUIRED: (330) X 1.5 = 668.92 S.F. (FOR GARBAGE GRINDER) , I I elev. TP 1 pe trI Eiev. 102.5 A 0" 1D3.5 A 0" .74 Closed End Plate Open End. Plate 5g 0 LOAMY SAND LOAMY SAND USE 3 ROWS OF 8 HIGH CAPACITY INFILTRATOR H-20 UNITS WITH I I I I 10YR 4/2 10YR 4/2 , / NO STONE FOR AN S.A.S. AVING THE DIMENSIONS: 8 4 x 50 0 102.0 B :R 6' 10�.2 B 4,. s 'f LOAMY SAND LOAMY SAND SIDEWALL AREA: NOT APPLICABLE 1oYR a/s - 10YR 5/8 BOTTOM AREA: (REMEDIAL USE APPROVAL FOR •4.72 SF/LF OF, INFILTRATOR) - cOI W?I I 100.5 0 24" 101.7 c — 22 24 UNITS x 6.25 LF x 4.72 SF/LF = 708.0 SF yy' 16 L_IQI J O 36" AREA PROVIDED > AREA REQUIRED: 708.0 S.F > 668.9 S.F. U -II---- 75 -- -I I- —34 -�- i �i t w PROPOSED SEPTIC SYSTEM UPGRADE 1.25 46" Side View End View `S.9 J, F Iol-1 MED. SAND MED. SANG I—II—I 2 SY b/' 2.5Y 6/3 361 COTU IT BAY DRIVE, COTU IT, MA HIGH CAPACITY INFILTRATORS, H-20 LOADING I lal I Prepared for: Donald Dennis, 361 Cotuit Bay Drive, Cotuit, MA 02635 E-1—I—I Engineering by: Surveying by: SCALE DRAWN JOB. NO. INFILTRATOR CHAMBERS I I I 91.0 ! 138" 92.0 138" Engineering Works HOOD SURVEY GROUP N.T.S. P.T.M. 254-06 —IJ NO GROUNDWATER OBSERVED 12 West Crossfield Road P.O. Box 1724 N.T.S. S.A.S. LAYOUT Forestdole, MA 02644 Moshpee, MA 02649 DATE CHECKED SHEET NO. 8 4 Lf— PERC RATE <2 MIN/IN. 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