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HomeMy WebLinkAbout0034 MAUSHOP AVE - Health 34 MAUSHOP AVE., BARNSTABLE y _ _ _ - 298 094 _ r Y v „ , f , .:". n .. :. .. • r. :y 1� _ ,: - is. 'r. :, r,. tl� j, , ! .. a � fl - V e:- � � -r 1 s lr is ,r . • . _ y , r F . . , , w , , Y• 1v � a e1 a r , r ,:.. :. .. ... ,: •.. '. ,. p .. , is No. 1 Fee 100,00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for Misposal *pstern Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.34/M,4vSk-oe ve i_o i 2 Owner's Name,Address,and Tel.No. /1u IyA geo` av— Assessor's Map/Parcel 2 q g _ q� V ry, b�. 3 �� 13 Installer's Name,Address,and Tel.No.P,0bU t3rO(Ar49,.I,r'r.; Designer's Name,Address,and Tel.No.9"'erve-r Fig Type of Building: Dwelling No.of Bedrooms q Lot Size 2 Z, 7 Z 4 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided �J�y gpd Plan Date 10~4`13 Number of sheets / Revision Date Title S 4 rl � Ave , SC f'm5 4a_t le Size of Septic Tank EDe,Srl-n$ 1j&&0 Type of S.A.S. Description of Soil 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 Certificate of Compliance has been issued by this Board f alth. Si a Date /-2q--/y Application Approved by Date 1_a 9—/ Application Disapproved by Date for the following reasons Permit No. 2 0 I Y o .. 2 Date Issued -2 Y -----------_�� - ---------- I ,. it •==t_....�.,. No. �1 �� � Fee 00•00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 2pplication for Disposal 6pstem Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(V�Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.34 pldvShoeC L®-r Z Owner's Name,Address,and Tel.No. /Clef f i I yiN Keokaxw. Assessor's Map/Parcel j q$ - !y r l `Q. 3 ��✓S�PT, i3l}d 71761e Installer's Name,�Address,and Tel.No.RV bU-r 8.pL,,r-6p,-reV Designer's Name, Address, (and Tel.No.,17a.5S A wr �q 2&W f •de "�/� !'e 9/�'/�(J� OZ(iq/ Type of Building: Dwelling No.of Bedrooms �� Lot Size Z Z 7 Z LI sq.ft. Garbage Grinder( ) Other -Tye of Building No.of Persons Showers( ) Cafeteria( ) �, Other Fixtures Design Flow(min.required) !Y in gpd Design flow provided qSy gpd Plan Date Z-s- Number of sheets / Revision Date / Title 3 4 /-ieyy.S�vp Ave Sarr•S 4a A Oe Size of Septic Tank E' ,677 nQ ',BB d Type of S.A.S. �5 to Description of Soil 'E Nature of Repairs or Alterations(Answer when applicable) b: Date last inspected: sAgreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board alth. Si 4griel Date 2L/-/I Application Approved by o ( Date /_ 2 9 Application Disapproved by Date p for the following reasons I `� L Permit No. 20 / 7 7 Date Issued -•�G/ 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 9 1&-r ts,®•or r%l-, at 3 H /yw4 kop Astte. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dI�'0)-Z dated Installer rberr ay.-T-r-4— -- Designer G S k,V E:nq #bedrooms L Approved desig o L y° gpd The issuance of this permihshaJ1170 b co trued as a guarantee that the system willtt)il�vnr-A Date Inspector - � - . No. -0 L/ a r . Fee I(J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(✓S Abandon( ) System located at 3 4 /144-u•6 6p Ave and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio7us' t be completed within three years of the date of this permit. + Date /� Approved by /�•L li. r t G 1 ,M P ✓ fJin ! JG 4 J rir I Gft.�•C ram. tP (U)Gj(n CQ( 1 �� �'v �.P U "'0 Town of Barnstable Regulatory,Services Richard V. Scali,Interim.Director' wetvsrnsM MAM Public Health Division ' owe+ Thomas McKean,Director i 200 Main.Street,Hyannis,MA 02601 : Office: 508-862-4644 # Fax: 508-790-6304 Installer& Designer Certification Form ' Date: '6' Sewage Permit# 2014 0 22 Assessr's MaplParcel �q Designer:; JHOA'S ACLS UAN:, .PE Installer: A. . . Address: 13Ox I11 3. .:. Address: Zcl.617 . +P.r-v 1 DENN)S , MA ozbW l " AAA D �--- On /-2q-1q 10ber OtK(o �' . ;was Issued a permit to install a (date) (installer) t septic system at 3� /�')AVS1r1P A �APay based on a design drawn by (address) t -THoMAS P� dated: PVISF�S j•Zo�'l . . (designer) I cerlt4 that the septic'system reV ferencedabov a s installed substantial) accordlng. .t o i the design which may include minor approved:changes such as lateral relocation of the distribution box and/or.septic tank. Strip.out.:(if required) was inspected and the soils �' were found satisfac to , i I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow: Strip out(if required) was inspected and the soils:.- were f nd satisfact 1 cert' that the s em referenced above was constructed_ in compliance with the terms th 1 A,approv etters(if applicable) l all s Si ture) (Designer's: i nature).: (Affix Ih�igW- WStamp Here) . r PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL: NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- .. BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.:. THANK YOU: Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable P as Departiaient of Regulatory Services F Public Health Division late a63fl ,�� 200 Main Street,Hyannis MA 02601 $ Date Scheduled ,� Ime Fee Soil Suitability, A.sses,s sent for S e .his s � Performed By: I HoInA M.(iUC�(,,c_oN, r C Witnessed By: B Location Address LOCATION & GEGENERALMO1l MA TION T 1 Owner's Name p d- Ak0.Lq/ Address CIS ) / Assessor's Map/Parcel: ®��i' Engineer's Name I I\ar^A-S Ac_j �AA3jP ' NEW CONSTRUCTION RHPAIR/1 'BAsS r`•`uco_ . • PO d H43 Telephone tk •- AS M� Land Use Slopes(96)�-/� Surface Stones 5OM E a � Distances from: Open Water Body IVA ft Possible We[,Area - __ft• Drinking Water Well y2_ft /� , Drainage Way IyA ft Property Line �D ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pare tests;locate wetlands in proximity to holes) N yo, \Ob 7Z.g8Cn /►'I�US DP vc a�(w�S Parent material(geologic) Depth f0 peClrgelt� Depth to Groundwater. Standing Water ht Hole: NONE Weeping frotn Pit►dice Estimated Seasonal High' 1V�Jll°Groundwater DE L �A'A A JLAOlV Y'OR SEA,r:74.A,t AL AI�SGH WATER%�&'R TABLEMethod 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 tk Reading Date: index Well level __ Adj.#'actor At .CDrnundwater Level Observation PEI R,COLA TION TESL[' Hole S Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ t . Time(9"-V) L, r End Pre-soak d� v A1v,4L�p S Rate Milt./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***1f percolation test is to he conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning, Q:1.S EPTICV'ERCFORM.DOC • 4 DE,EP-OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture Soil Color Soil_ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistency.Y6(3ravell r y2 8 �Sg18 8 Z .t^iNt5 SANo DEEP GIRSER VATION HOLE LOG Hole# 'L Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sister % ravel 0 b5 - e Zl : LD R WILD 5►t✓7 Loam Z,51 b y 1 q� c 2: �,Nt✓ S�oMj 2 5' ��y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(hi-) (USDA) (Munsell) Motning (Structure,Stones,Boulders. Co I to f R 4'n'Orayol) DEEt P OBSERVATION HOLE LOG Dole#- Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consiptency,96 Oraych Flood Insurance Rate Map: Above 500 year flood boundary No— Yes __ Within 500 year boundary No Yes �. Within 100 year flood boundary No Yes ]depth of Naturally Occurring Pervious Material Does at least four feat of naturally occurring pervious material exist in all areas observed throughout the lJ area proposed for the soil absorption system? N If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on ��' `� (date)1 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 train' g,expertise and xpe,rience described in 10 CI IIM 15.017. Signature Datef 20• QAS 13PT1C\PEaRCPORM.DOC Terrol'ilter,LLC. P.O.Box 227 10 Main St. Sturbridge,MA 01566 O Tel: 508 347.5508 1 I ( 347-7263 Fax:(508)5081347.98579857 December 30,2013 Thomas McLellan, P.E. Bass River Engineering P.O. Box 1163 East Dennis, MA 02641 RE: Particle Size Analysis (Alternative to Perc Test) 34 Maushop Ave, Barnstable, Mass. Dear Thomas: Below are the results of the particle size analysis from the sample submitted for the above referenced property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods,2nd Edition. Sand Silt Clay (2.00 to.05mm) (05 to.002mm) (<.002mm) Portion Passing 92.1% 6.4% 1.5% #10 Sieve USDA Soil Textural Classification: Sand MA Section 15.243 Soil Classification: Class I - Based upon the DEP's Title 5 Alternative to Percolation Testing Policy for System Upgrades,the following effluent loading rates apply: Un-compacted Soil. 0.74gpd/sf Should you need.additional information, or require further testing services, please do not hesitate to contact our office. Sincerely, Mark Farrell, Soil Scientist ©®®ovoevaP009ol?oao® jo _ TROY WILLIAMS SEPTIC INSPECTIONS � o Certified by MA Department of Environmental Protecti (508) 385-1300 'f0lOF8111�SGBlF 19 Hummel Drive South Dennis, MA 02660 Cno Fy COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENviRoNMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500 TRUDY CORE Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address- 3 Name of Owner —1-4 o,.h u� a� 3G1 r N s 4r,b I r_. Address of Owner: Piz . �0 X 102$6 Date of Inspection: -2 /i g /y9 91,115 ILEb1" Ma. 0 6 3a Name of Inspector: Please Print) Pect •( Troy Williamslli 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: Troy wlliamS Se tic Inspections Maaing Address: 19 Hummel Drive, So. Dennis NSA 02660 Telephone Number: (508) 385-1300 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes s' Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails 2J Inspector's Signatn te: S./w-y �tyc/2, Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty 130) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable, and the approving authority. NOTES AND COMMENTS Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification is not to be construed as a guarantee of future working condition of system,piping or components. This inspection represents the conditions of the system on the Date of Inspection noted above. ; ,ed 9/2 /9P r T SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner: 34 Maushop Avenue, Barnstable,MA Date of Inspection: Thomas&Joyce Prince February 18, 1999 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: Mb? One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair, as approved by the Board of Health,will pass. Indicate yes,no,or not determined(Y, N, or ND). Describe basis of determination in all instances. If "not determined", explain why not. The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached)indicating that the tank was installed within twenty(20) years prior to the date of the inspection;or the septic tank, whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed v 6 revised 9/2/98 Page 2 of II SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property address: 34 Maushop Avenue,Barnstable,MA Owner: Thomas&Joyce Prince Date of InSpe<o«,: February 18, 1999 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: /V/19 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WrrH 310 CFAR 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet-of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER rev i Page 3 of 1 1 - ,, f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 34 Maushop Avenue,Barnstable,MA Property Address: Thomas&Joyce Prince owner: February 18, 1999 Date of Inspection: D. SYSTEM FAILS: N119 You must indicate either 'Yes" or 'No' to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6' below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool.or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ = Any portion of a cesspool or privy is 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' to each of the following: The following criteria apply to large systems in addition to the criteria above: , The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area=IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 F,,Q,4ol ,I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 34 Maushop Avenue,Barnstable,MA Owner: Thomas&Joyce Prince Date of k%spection: February 18, 1999 Check if the following have been done: You must indicate either `Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. S 1 None of the'system co �✓ `' vP r ```� /Y components have been pumpedforat least two weeks and-the system has been•receivingnormal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _ As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. _ All system components, excluding the Soil Absorption System, have been located on the site. V _ The septic tank manholes were uncovered, opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid,depth of sludge, depth of scum. / The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example, Plan at B.O.H. J[ _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) (15.302(3)(b)) - — The facility owner (and occupants,if different from owner) were.provided with information on tha.propermaintenance�f Subsurface Disposal Systems. revised 9 /;, Page Sofll i 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: 34 Maushop Avenue,Barnstable, MA Date of Inspection: Thomas&Joyce Prince February 18, 1999 FLOW CONDMONS RESIDENTIAL: Design flow: //0 g,p,d./bedroom. Number of bedrooms(design):___�_ Number of bedrooms(actual): 3 f Dwr Total DESIGN flow 330 Number of current residents: Garbage grinder(yes or no): NO Laundry(separate system) (yes or no):A10; If yes, separate inspection required Laundry system inspected (yes or no) Seasonal use(yes or no): YG 5 Water meter readings,if available(last two year's usage(gpd): ��' = aZ0 0UC} k //0..1 Sump Pump(yes or no):_j/U 9 7 = �G/OOoYrt/%Oi,s Last date of occupancy:-16�v­(<,,,,ct t JS` } 4-4 4i COMMERCIAUINDUSTRIAL: A/A Type of establishment: Design flow: gpd (Based on 15.203) Basis of design flow Grease trap present:(yes or nol Industrial Waste Holding Tank present:(yes or no)— Non-sanitary waste discharged to the Title 5 system: (yes or no) Water meter readings,if available: — Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPIN G RECORDS and source of Information: 1.���r �'�yih r� �.( .i.� /7 8 9 J e r i n�o a>,6 c d. �w �o✓a.� L]r.-�h e.ice. System pumped as part of inspection:(yes or no) A10 If yes,volume pumped: gallons Reason for pumping: TY2OF 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) 1/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, date installed(if known) and source of information: Sewage odors detected when arriving at the site: (yes or no) A10 -r j sed 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Ownef: 34 Maushop Avenue,Barnstable,MA Date of Irupection: Thomas&Joyce Prince February 18, 1999 BUILDING SEWER: (Locate on site plan) Depth below grade: /,9 Material of construction:_cast iron 40 PVC_other(explain) Distance from private water supply well or suction line /V/'1 Diameter n Comments: (condition of joints, venting, evidence of leakage,etc.) SEPTIC TANK: (locate on site plan) i Depth below grade: Material of construction:-,/-Concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age Is.age confirmed by Certificate of Compliance_(Yes/No) . Dimensions: S �X 6 /O D Sludge depth: /, Distance from top of sludge to bottom of outlet tee or baffle: //O"r Scum thickness: N6A1,6 Distance from top of scum to top of outlet tee or baffle:/Vd S L LJ P% Distance from bottom of scum to bottom of outlet tee or baffle:NO S c.✓k" How dimensions were determined: PI'O�D4 .Comments: (recommendation for pumpin condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structura"ntegrity, evidence of leakage,etc.) C_ o H ��" 4.- -f�y �',� r ,, 1 + 41 ov+ jt <✓�r� /� I 7T J ti CA t✓'1 (�Jor {e ..c �,r de✓ A/c, r u t+r J.' yvu l eJle4 v.. c.y-L rJcrc_ ^ r.J L S h o GREASE TRAP: Al/9 (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) 5 revised 9/2/98 Page 7ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: 34 Maushop Avenue,Barnstable,MA Date of Inspection. Thomas&Joyce Prince February 18, 1999 TIGHT OR HOLDING TANK: N1.9 (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_Fiberglass_Polyethylene other(explain) Dimensions: _-_._._.... ..._...__ Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order:Yes No Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches,etc.) DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: G%J Comments: (note-if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of box;etc.)_ —/Yple � ti W C✓ I1 h U [�.rI� ' r7 �h G.� "� N+t V T PUMP CHAMBER: L-1/i9 (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) rev see? 9/2/98 P.gr 8 or I I r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: owner: 34 Maushop Avenue,Barnstable,MA Date of kispection: Thomas&Joyce Prince February 18, 1999 SOIL ABSORPTION SYSTEM(SAS):,-, (locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods) If not located,explain: Type: leaching pits, number: ONL X6 Le_I;_ Pit leaching chambers,number:_ leaching galleries,number:_ leaching trenches,number,length: leaching fields, number, dimensions: overflow cesspool,number- Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure, level of ponding, /damp soil,condition of vegetation, etc.) r.C� k­0 cc sr JX /D S �. S o f ru✓�. t ✓ CESSPOOLS: y c ` z t �J✓`'S`°`f (locate on site plan) Number and configuration: Depth-top of liquid to inlet.mvert: Depth of solids layer: Depth of scum layer: . Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:A11,9 (locate on site plan) Materials of construction: Depth of solids: Dimensions: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) revised 9/2/98 r,Rr9ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address_ Owne`: 34 Maushop Avenue,Barnstable,MA Date of k>spection: Thomas&Joyce Prince February 18, 1999 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) In00tlall�h yo ' . v-g�k t revised 9/21'98 - Page 10 of I I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(coritirxied) Prop"Acd`eSs' 34 Maushop Avenue,Barnstable,MA Date of Inspection: Thomas&Joyce Prince February 18, 1999 NRCS Report name "V Soil Type_ Typical depth to groundwater USGS Date website visited A I L-j Z � Observation Wells checked '1�N<_ l� 3. S` Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater 15 Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site iAbutting property, observation hole, basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) �Y� raw 1 '�LS'7 �U/t �ol� r-c. �iS✓�.CG JI �.., `O IG�-H s y t^o w rx r}�✓ "�b h.71 a 1— F Gf tp o �-2. 0 ��r'M s c. f O /o c.,a 01 e.c� w o /�r7 do �+ q #—a CX v ' u 4 eA W r'S ho i.evised 9/2/98 I - FEB-17-99 10.29 FROM.ARK-LES Corp. ID.781 287 8160 PACE 2/2 ;_• TEST HOLE ar•b4 9�.G1tI - cs.►� 9- (- 77 L oT.;j, T LOT Q,r LOT PR=.:; MI).°,MAY- INSPECTOR 2-a729 ° )..+a 46�'- aa•ga9 - SS ELEV 25.6 10-48 LOAM AN I) RESERVE o 'f'O�SOrL Si 7 t`T " � �r� 148 -144"' Dff1St ... 73 1 HOLE � >d� i a Zit• LEACH !I MCL` SANO AND f ��i?4caNr C, PIT - I GRAVEL PRoPoseo - WATtR Lrub Av�N�E FLEV 13.6 NO WATER CNCOUNTERED 1 V��DE "rO(JN t1-)ATER 15 4� AVRfLABLE 'PrCOR�5�.i7 SFp!'YG SysT>F� �tx,csT•2�9cTSG1"J• /"" - .. AIS' �JJ•4 L1:.CG.�/Gpi.2M•T1:7 .!•!/iSS. PLC 'pa6J5�N .FLOW ` CA Gray ,vVieo.lrrEsirs 4 coal.7"iY4G /• /At CAI i REOVIrtr LEALa 70)C•a) ar o DF L°.ALTH 66ci�AYiO/Y5 1- ZACN AZeA O• a�0 22i O '- -- - , --' ., ... .. _ .�:... _ ...._�I4E Rp R`-`,Sn d..__.IfQZLCNa.So� ....._ ._-.. ,• C,61 7b bxyn/a 7•p ': !MF'C'FLYlOClS GOYEB wi 77,14,1A/ /"•q F>^//SNEo G,�4Z% ;. 7� �✓�!�T J��.vEs �"�/NXltreasr,Vt=i t_IlAe7- P4"eo✓ . ' • �:aC•aAjN; _ � � it f`o hi 1 N M, _ PfA 7iQ"alitF/T'1000sro NE LtOd Az-4L A/,e�WA BTIG!,T 6A2 C 1 " 15.6S E Wn GE -zLW \ TCr� ntr CL i'c//C-;20Lc/ f»ZIVF-WAY iJpT M 845 Lc1G4T�b'ErROUaDAT)ou LOCAT/C1V' /S CORRECT' NSAMD DOGS COrtlFORM,�NfU,4QlMa. SEjIIACK {tEQU►KENENI ►STt� p 7MF I50ti1u, os Oi4r.4 - N 4LTti s16e�T., 't _.� .�i.. -.�_�-_u.L_ •sue.:J1�.�,J.w:�.Lc.._:..w.�� -.M'h\ 1 _ a.�� .. J / TOWN OF BARNSTABLE LOCATION �� / I a ySI®P Aw— SEWAGE# .0 Iq D Z Z VILLAGE &rr%s lc ASSESSOR'S MAP&PARCEL 29 INSTALLER'S NAME&PHONE NO. IPp (d 6c��6 rK. ��d-�l 32-Our�O SEPTIC TANK CAPACITY f-Kb i^� /,8�� e1 (lam LEACHING FACILITY:(type) -eid �oO 5 ,(%o (size),33: 1 Z, X 2 NO.OF BEDROOMS '/ OWNER P6-yLt-v1B{'i 14W\ ?—gpbd�r•e- PERMIT DATE: 1-21—iq COMPLIANCE DATE: Separation Distance Between the: / Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) AM Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) AIA Feet FURNISHED A A-y 3LI lVl"S� ,OP l v� TOWN OF BARNSTABLE- — LOCATION �� frJ �►ap /�L�-� SEWAGE# VI%LAGE� ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY i LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE:, _ 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 — j SKETCH OF SEWAGE DISPOSAL SYSTEM; - include ties t0 at least two permanent reference landmarks or'benchmarks _ locate all wells within 100'(Locate where public.water supply comes into house) 1: .. _ ^ 2 r Q r 7/ lit to u-8�k r r TOWN OF ARNSTABLE R LOCATION p SEWAGE# VTR LAGEn�F ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY i LEACHING FACILITY:(type) (size) � I NO.OF BEDROOMS OWNER PERMIT DATE: 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 BY2 y�-�` 414q. ( L6t I T LOT LOT i� oZ 46.+ �a:7:t4 A�' . I 2-2,724 ° �. i•� _ ELEV 25.6' . I T�St µoiE'° �,�rt• . 60.E X` t ;q t RESERVE a ri('{ ° 1 t`•T ,.e 14 73't , 1 J r'oLE 10 E � � (EACH 1 2ite `� j0, t�J PIT PROPose0' WATER WWI 14. s i � 1 �LEV 13.6 U fi f. TO fA)N ' �,� A`VAtLA.', L.0+CATION SEWAGE PERMIT NO.. L nT %4� A q uS,yJlo ` VILLAGE INS.TA LLER'S NAME 8& ADDRESS _ lU jr--7-0,Vfn-® IJX QJ B Uf*LDE R OR OWNER DATE P. ERM.IT ISSUED DATE COMPLIANCE ISSUED t C J �. a'b 19 L e [vl, r � w �% - ' 71 No.......... Fim ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �., Applirttttun for Rupusal Works Tunu#rnrttun rrrm,ft Application is hereby made for a Permit to Construct (� or Repair ( ) an Individual Sewage Disposal System at ..........KS_ � ------ .....................••--So ---- - --------------••--...... ..o.....---�-----#---•-2•---•---------------•----••-----------......--•-- aE 1 �onAddrs ....-- .1J T -•-.or_ •••.N.. ` ess ••.•_C2..Je�._.. ... ............... ..... A o ............................................... Installer ... Installer Address UType of Building Size Lot_.ca�a,, 24..Sq. feet Dwelling—No. of Bedrooms.........:5..............................Expansion Attic ( ) Garbage Grinder A0) Other—Type of Building No. of persons........_..4�?.._.._.._... Showers — Cafeteria p' Other fixWes -••-------••......------•--•---• - W Design- Flow _.........�.......................gallons per person er day. Total daily flow.._..... ......................gallons. WSeptic Tank E Liquid capacity.JX_gallons Length----- _...... Width.... ...... Diameter................ Depth................ x Disposal Trench—No................. --- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No._.....'11........ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (X) Dosing tank ( ) Percolation Test Results Performed by.................;.................................. .. Date......................................... W Test Pit No. 1.....` ____minutes per inch Depth of Test Pit.....LX....... Depth to ground water........................ r4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ C4 ••••••••-•-•----------------•-••--.......................---•••••-•........... .••--•-------..._ ........................................................ O Description of Soil...0-`+g..----�O-R.�'l..l _TOPSOIL.........4--b_— 144..-----0E.IJSE..._ME�.:_. D ..........................•••-----••--••--_... - W U Nature 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 TITIL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. ....... .-------- ............ .... /� �j Date Application Approved By.....'e ----1 ....... -------------- .�/Q----,'...7.7 { ate Application Disapproved for the following reasons--------------- ......-••-•-••-•••-----•-----••••••--••••-----------------••--•-•-•-•-•-•--........_..--- ..................•---....-•----------------•---....----------------------••----------------•-------------•••-••-•••-••-•-••••----••-•••••-••--•••-------------••---••••-•---••••-------•••-••••-•---••- Date } PermitNo.......................................................-- Issued-....................................................... Date i No......... FRx............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0 F.. .............................. ..... ........... ............................................ Appliratton for Dioposal. Works Tamitrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: .............................................. ................................................................................................. i I- -jr or No. t'o ..... ...�jdd...A O................................... ........ ......................................................................... �j !E- iZ orkC T j,�,,,�dress ................................................................... ... ................ .....:�• .. .............................................................................. Installer Address Type of Building Size feet U ..IS Dwelling—No. of Bedrooms._______...................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons__________.�?............ Showers ( ) — Cafeteria Ga Other fixtures ------------------------------------------------------------------------------------------------------Z;�­------------------------------------ Design Flow Liquid capacity__1.......... ..gallons per person per day.-Total daily flow................�.D................W ......gallons. Septic Tank t 7 gallons Length.__.):_._____ Width_.._ ....... Diameter................ Depth____________.,.. Disposal Trench—No_____________________ Width______..__._._.___._ Total Length.____.______________ Total leaching area....................sq. ft:­' Seepage Pit No.......fy........ Diameter.................... Depth below inlet____..__.........._. Total leaching area..................sq. ft. Z Other Distribution,box Dosing tank Percolation Test Results Petfor'med by........................................................................ Date........................................ Test Pit No. 1.....%o......minutes per inch Depth of Test Pit.....14......... Depth to ground water________________________ fi Test Pit No. 2........:c`..c'..minutes per inch Depth of Test Pit____________________ Depth to ground water._______.__._________.__ ---------------------------------------------------------------­----------I, T ----- ...... �i��L..... . .... .....44 —10�' I L_ 0 Description of Soil... -----------------------------------....................................................................................................................... 13 --- - .....................................................w.................................................................7------- ---------------- -----------*- ----- -----------*------------ ------------------------------------------------.................................. ................................................................................................................... UNature of Repairs or Alterations—Answer when applicable______________________ _____________________________________________________________________.. ....................................................................................................................................................................................................... Agreement: T. he undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T IT'114, 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. S' nedCL";-41--L"-"LA-_, ........................................................................... ----- cc�_ � e, s— '� Date j Application Approved By...... ....... .........V . "Olt, ............. ------------ Date Application Disapproved for the following reasons:........................................................................ ....................................... ......................................................................................................................................................................................................... Date Permit No.._... - ...................... Issued- Date �.;............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,OF........ ................................. .............................. Tntifiratr of Tautpliatta A010 THIS IS TO CERTLFY, That the Individual Sewage Disposal System constructed (0"4--or Repaired \,)E-.-re(c i UC) 't(�C,----r 4 C Q_ by..........;.�......�­................................................�s........................................................................................................................ Installer,at. ....................................................A .............. ....... ....................................................... has been installed P accordance with the provisions-of T The State Snitary Code as described in the application for Disosal Works Construction Permit No I.... ......01/................ dated----- -----__-_-- *%. 100 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. .... Insp or..,:.... --- DATE............ ........Z/..Z................. —--------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 71 L)L��0 ..OF....... ........................... .......... No........ .....�.3 1 FEE._ .... ........ Disposal Works Tianstrwfivit "pamit Q 7 Permission,-is,hereby granted.... IQC�................i........ ... ............................... .......... --------- l to Construct or.Repair n Indi I Sewage Disposal System .................................. at No.----..... as shown on t e application for Disposal Works Constr n Pej�mi,eN ADei............ .......... DATE--- ....... ...........I......................... .......... FORM 1255 HOSES & WARREN. INC., OUBLISHERS _„. T H 0 :� 1. , 4/.69 , , 71 G; LET , LOT �... ' LOT ,+ 4�/f as 7a4 °: t 3 ;9—a 7 a _ � � ( ELEU 5. 6 ; i # # O 48 LOAM AN' D 60'± RESERVE o f TE 7 '± ! 4 ' - 14t" Dtt�SJ♦ rota HOLE .26 MAN f t` 10 25sb 'UACH 1 META SANb ANP,' � 10 F'fT iCR EL. 37 ©0 = s PROPOSED # WATER LINE �!�• 8 ELEV 6 NO WHTER 13 p NC3JNTEREb E 7-O(c)N U)A T E iR 1 AVAi .A LE A41/V/M U/L-1 . � BE-D>2UOM5 SE,0 T/G S V5 TE.M Co",S T2 UC 7-,'ON 5AiA 4-4_ GONFO2M •7"'4O MA SS Cl E, 5/(5�A/ FLOW GALL CZA Y E/VV/20n AfZZ,VT,A4 Cpoe-, 'T!T,-z Tr XiS4 k'�E}!/SED "7-1- 7 / ^TF, ;'� LCAG.�N12:�QT - M/A/. //h/Gf,/ 13P.►r ., �: , f-/ A`LTf� 12�GaULA T/O/1/S. `" lfZJI1�E. Lf4C H. ��30 C•4) /31 p , TOP OF F�l�Op SE:Z> I-AAC14 A AEA a £s?Pt F'oun/.OAT7dA/ �� .�___; __ SIDE ��!__._ a 8.O /`-IAA/NOLE,}NCO✓E,2 TO L-X TEA Z> T.Cj _ V/OL/S covae TO,+a2E VeA/T J-1AAC--S W/ r.4/A/ P OF //�//5/-QED TZA>tJ F20M. !•NF/G_T2AT/�t/6 :571VA E 1NISi1 Go✓E�cZS .. /0 D/ST. - ' ( Go✓ LTRF� Ox DIA p/MA/. Fi.Cw .Li,vE _�, Min/ p�res/. �: FoOT "MiA/ �N F'irsfi. •a/T �,,�' �2"D<A. w �r UO /nits r % 57 n/E A.e OUA/O .SE p771 c TA.V•e 2 3./,� �� C � 8© r-O.+.r dF' " ..CWA TG'sz T"/G N�) 2T No. GA,@BA6E 15. lz 5/ 7 PL A L0CQT10A 1 _ B R t2 Tf 4 fi' bA O S w �� T/ TANK 1�1ST2/BUT/ON 80.Y ey J`n U7'l dE7rS AZA/,D 4...E14G' J=)'1T— RONAl p : rO 44,G> ��!A/AA C�G�L7 7 ZH CO.I/C.G�-� '� ' f; ;' n 3000 Ps/ N1/A,- t . J S TESL. 00000 XPO C Gg1 S c 7 . .e VE WAY n/OT TO BL LQCAT4ID . , r f�71r-1 r -, OVF...,�_ SYSTEM -L/NLE55 X HEREBY C.E'Rrif- / THfiT :THE x il Es.i' NG• `, ,k URGE. e x � - FOt. N DR TIO,N LOCPT/O•/V /5 CORRECT' F/� 4 , z, tow,,R. TW E i Ur DIN . SE TRACK RE Q6,j K-MENr Obi Xl TA $ h IDA .yE.LtL77-�/ .A:GE.t/T. ✓ter.. .. .. • .3 '0.'4F.�` Vf17n-y %+y . -'+.�:,a.,G— '=;..rt:.,,'�vGh-�-- .u..a.�...... � ..:.=..r�.a.`.a _. _s'"..+w...w.�if:+:rr .ras r.:."iAr..a.�.-..w"??s.ss. __ �.#�..,t: n, x '� � -��- -�,_. -I.at�•s%r.#�..[ . '•r � . . ... ,.a�,,,,,.._,,,,,. ..,r, , .rr- .' _ :...3:b::�.aw.,yix,.;s...uaawv.,.,a::,.,...._�..va........ '_'. � �- -- _ LOCUS KEY: SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION EXISTING CONTOUR:---- PROPOSED CONTOUR:•--••--••---• Z O� EXISTING SPOT ELEVATION: 25.5 FLOW ESTIMATE: 2"PEASTONEOR FILTER FABRIC Q O� ti1AUSH PROPOSED SPOT ELEVATION: 25. 4 BEDROOMS AT 110 GAL/DAY= 440 GAL/DAY 101.72 COVERS WITHIN 6" 3!4"-1 1!2' AVE TEST HOLE: FOUNDATION OF FINISHED GRAD WASHED STONE TOP OF -, �� INSPECTION PORT 00 UTILITY POLE:-p- SEPTIC TANK: ELEV.=91.3 p �CO FENCE LINE: =<V HYDRANT: 440 GAL/DAY x 2 DAYS= 880 GAL 3 MAAX. N RETAINING WALL:® USE 1000 GALLON SEPTIC TANK (EXISTING) COVER / � rt LEACHING AREA: 91.45 iq ELEV. po.. USE 3-500 GALLON CHAMBERS(8.5'x 4.8'x 2'EFF.DEPTH)WITH 91.7 (EXISTING) 0.75 90.58 .... . . . ELEV. ELEV. ELEV. • • • • 88.3 LOCATION MAP D-BOX H H ELEV. LOT 2 (22,724 SF) 4'OF STONE ALL AROUND (33.5'x 12.8'x 2'DEEP) 1000 GAL (6"STONE UNDER) ASSESSORS MAP:298 PARCEL:94 SEPTIC TANK (H-20) E 33.5'x 12.8' -� SIDE AREA: (33.5'+12.8')x 2 x 2=185 SF (0.74)=137 GAL/DAY PLAN BOOK:290, PAGE:32 3-500 GALLON CHAMBERS WITH BOTTOM AREA: 33.5'x 12.8'=429 SF (0.74)=317 GAL/DAY TEE SIZES:�1 O BE CONFIRMED) 90.3 4'OF STONE ALL AROUND INLET:6"UPP 13"DOWN ELEV. (33.5'x 12.8'x 2'DEEP) CAPACITY=454 GAL/DAY UNDER OUTLET:6"UP, 14"DOWN GAS BAFFLE (H-20) BASEMENT AT OUTLET TEE (TO BE VENTED) FLOOR N r TH-1 BED 93.0 TH-2 93.0 ROOM n n TEST HOLE LOGS O/A HORIZON ELEV. O/A HORIZON ELEV. BED ENGINEER: THOMAS McLELLAN,P.E. LOAMY SAND LOAMY SAND 14" 10YR 2/1 91.8 12" 10YR 2/1 92.0 CL, ROOM WITNESS: DONNA MIORANDI,R.S. 8 HORIZON B HORIZON DATE: 12-2-13 LOAMY SAND LOAMY SAND 42" 10YR 5/8 89.5 40" 10YR 5/8 89.7 PERCOLATION RATE: <2 MIN/IN C1 HORIZON C1 HORIZON 2nd FLOOR P#14,201 SILT LOAM SILT LOAM 114" 2.5Y 6/4 83.5 114" 2.5Y 6/4 83.5 --- C2 HORIZON C2 HORIZON LIVING (DgEN FINE SAND FINE SAND DECK ROOM ROOM) 198" 2.5Y 7/4 76.5 198" 2.5Y 7/4 76.5 bath NO GROUND WATER ENCOUNTERED S4i°3r3 DINING NOTES: 69 0 AREA BED KIT. Lj ROOM 1.VERTICAL DATUM: ASSUMED 1st FLOOR 2.MUNICAPAL WATER IS AVAILABLE. EXISTING FLOOR PLAN 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. Shed 100� Ste° 126250„� 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 100 / ~ \ f `� S64°3 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL / S 63 „ CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. Zry(bhry \\ `/ \ a�100 F 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. ` \ boulder RFS �` 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. DECK 0^ g 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. \ GAR \ 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND EDRp�M NDER STONE `DRIVE , T so�re�o \\\ \ IS SUBJECT TO CHANGE UNTIL SUCH TIME. ELLI 13.EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. NG T T top fn OP d_ 106 72 i th'r r�� 96 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 102 \ \ 15.ALL UNSUITABLE SOIL SILT LOAM,APPROX. 114"DEEP)WITHIN 5'OF PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 96 k�;LP� \\ ` 4 /h2 16.DESIGN ENGINEER TO VERIFY SOIL CONDITIONS AND CONDUCT PERC TEST AT �O \ 98 I, �\ TIME OF CONSTRUCTION. c - \102- 92.8_ � /� \ �� 100 � 94 A=72 98'�'- �\102 \_ °mow L ^o�^� SITE PAN � co <Z cV 100 ? ��-- _ __� 4 88' > mrn LOCATION: � 0�°' � � 34 MAUSHOP AVE., BARNSTABLE, MA 98 Edge °P pave�\ 96- _- / 92 " PREPARED FOR: PAUL & MARILYN KE M a O '4(JS+HOP HANE-�`.92- # 1e I DATE: 12-5-13 SCALE: 1"=30' '4�/ENUE , � �, REVISED: 1-28-14 LOCATION OF LEACH AREA) BENCHMARK AT RIGHT CORNER OF �� I , , r, '' BASS RIVER ENGINEERING BOTTOM STEP ����I�� ELEVATION=94.31 , THOMAS J. McL AN, P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 M13-41 508-385-3426 OR 508-364-9048