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HomeMy WebLinkAbout0110 PINQUICKSET COVE CIR - Health �110 Pnquickset Cove Cir cotuit't A = 005 '067 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS i 7� DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 1.10 Pinguickset Cove Circle Cotuit. MA 02635 �` t Owner's,Name: Jill Bryant Owner's Address: Date of Inspection: August 24, 2007 ((, O Name of Inspector: (Please Print) James M. Ford Company Name: James M Ford Mailing Address: P.O.Box 49 Osterville,MA .02655-0049 Telephone Number:: (508)862-9400 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 the inspection...The.inspection.was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15,000). The system: Passes Co itionally Passes N e s Further Evaluation by the Local Approving Authority: Fi Inspector's Signature:, Date: At ust2.7 7 20 g. _ 0 The system.inspector shall sub A�acopy of this inspection report to the Approving Authority(Board.of Health or DEP).within 30 days of completing this inspection. If the system is a shared system or has,a design flow of 10,000 gpd or greater,the inspector and.the system-owner'shall submit the report to the appropriate regional office of the DER The original should be sent to the system owner and copies sent to the buyer,if applicable,and.the approving authority. Notes.and Comments ****This report only describ.es.conditions at time of inspection and under the conditions of use,atthat time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form. 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 110 Pinauickset Cove Circle Cotuit" MA Owner: Jill Bryant Date of Inspection: Auzust 24, 2007 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found.any information.which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired: The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or riot)is structurally, unsound,exhibits substantial infiltration or exfiltration or tank-failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. " *A metal septic tank will pass inspection if it is structurally sound;not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 110 Pinauickset Cove Circle Cotuit, MA Owner: Jill Bryant Date of Inspection: August.24, 2007 C. .Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system'is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water'Supplier,if,any)determines that the system is functioning in a manner that protects the public health,safety and.environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,.for coliform bacteria 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,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 110 Pinguickset Cove Circle Cotuit. MA Owner: Jill Bryant Date of Inspection: August 24, 2007 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert:due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6 below invert or available volume is less than.''/z dayflow ✓ Required pumping more than 4 times in the last year NOT due-to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the-SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any.portion_of a cesspool or privy is within a Zone 1 of a public well: ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy,is less than 106 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for 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,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the'system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• 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) Yes No the system is within 400 feet of a surface drinking water supply the system is within200 feet of.a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area`-.IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section.D above the large system has failed. The owner or operator-of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: I10 Pinguickset Cove Circle Cotuit, MA Owner: Jill Bryant Date of Inspection: August 24: 2007 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ _ Pumping information was provided by the owner,occupant;or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? V Has the system received nonnal flows.in the previous two week period ✓ Have large volumes.of water been introduced to the system recently or as part of this inspection? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was.the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ — . Were all system components,excluding the SAS,located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior,of the tank inspected for the condition of the baffles or tees,.material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(arid occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in.the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.3 02(3)(b)]., 5 i Page 6 of 11. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 110 Pinguickset Cove Circle Coto, Am '. Owner: Jill Bryant Date of Inspection: August 24, 2007 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 4. DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents:_ 0 Does residence have a garbage grinder(yes or no): n1a Is laundry on a separate sewage system(yes or no):. n1a [if yes separate inspection required]. Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based:on310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no); 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/use: OTHER(describe): GENERAL INFORMATION . Pumping Records Source of information: AVever pumped new system Was system pumped as part of the inspection(yes or-no): No If.yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption.system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance:contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 6110104-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 . Page 7 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 110 Pinauickset Cove.Circle Cotuit, AM Owner: Jill Bryant Date of Inspection:: August 24, 2007 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast.iron _40 PVC other(explain): Distance from private water supply well or suctions line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓. (locate on site.plan) Depth below grade. _ 16„ Material of construction: ✓ concrete _metal _fiberglass polyethylene _other(explain) If tank is metal list.age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 Qal. H-20 Sludge depth: 2„ Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2". Distance from top of scum to top of outlet tee.or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" . How were dimensions determined: Measuring stick Coimnents(on pumping recommendations,inlet and outlet tee.or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). Tees were present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage. GREASE TRAP: None (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: Conunents(on pumping recommendations,inlet and outlet tee or baffle condition;structural integrity, liquid levels as related to outlet invert,evidence of leakage;"etc.): 7 Page 8 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: I10 Pinauickset Cove Circle Cotuit, MA Owner: Jill Bryant Date of Inspection: August 24, 2007 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete'_metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.); DISTRIBUTION BOX: ✓ ..(if present must be opened)(locate on site plan) Depth of liquid.level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,.any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level. No solids.were present. PUMP CHAMBER: None' (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments.(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page.9 of I l OFFICIAL INSPECTION FORM-NOT`FOR VOLUNTARY ASSESSMENTS' I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM'INFOR IXTION(continued) Property Address: I10 Pinquickset Cove Circle Cotuit. MA Owner: Jill.Brvant Date of Inspection: -August 24. 2007 r SOIL ABSORPTION SYSTEM(SAS): ✓ _ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: ✓ leaching galleries,number: _S-12'x 48'x 2'(per as built card) leaching trenches,number, length: leaching fields,'number,'dimensions: overflow cesspool,number: a Innovative/alternative system. Type/name of technology: Comments.(note condition of soil,signs of hydraulic failure,.level of ponding,damp soil,condition of vegetation,etc.): The galleries were dry and clean. There did not annear'to be Env signs offailure CESSPOOLS: None (cesspool must be,pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding;condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids:: Comments(note condition of soil,signs of hydraulic failure,level of ponding;condition of vegetation;etc.): 9 Page 10 of I 1 OFFICIAL INSPECTION'FORM.-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 110 Pin uiekset Cove Circle Cot lit, MA Owner:. Jill Brvant . Date of Inspection: August 24. 2007. t SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch.of the sewage disposal system including ties to at least two permanent reference landmarks or. benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. II t'rOnT 'Poor' 3 y 3 y9 W . 10 . Page 11 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: . 110 Pin uic e a ks t Cove Circle Cotuit, MA Owner: Jill Bryant Date of Inspection: August 24, 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 14+1- feet Please indicate(check)all methods used to determine the high ground water.elevation: Obtained from system design plans on record If.checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150.feet of SAS) ✓ Checked with local Board of Health-explain:_.-Topographic and water contours mQpS Checked with-local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: _Using Barnstable topographic and water contours ntatis the maps were showinr an&oxint ately 14'+/ to Around water at this site. This report has been prepared only for.the septic system and components.described herein. This septic system has been inspected and passed'as of the date.of inspection. This report is not a warranty or guarantee that the.system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this`report and/or any components of the septic system which have not been located and inspected. ,'I1 Town of Barnstable OF I E Tp� Regulatory Services swxxsznB Thomas F. Geiler, Director 9$ MASS. •0 Public Health Division RFD MA'S A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. A �O No iee- -- --------- --- --- - -- BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppricat ion ArVeil Con5tructionPermit A lic ' n is hereby made for a permit to Construct ( V(, Alter ( ), or Repair ( )an individual Well at: Location —/Address Assessors Map and Parcel Owner Address Installer — Driller Ay ddress — Type of Building Dwelling Other - 'Type of Building- -------- - No. of Persons----------------------- Type of Well C'*6ea d, �---—-- Capacity--- —�-�� --- Purpose of Well---r?& �''3-�—------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate nce has been issued by the Board of Health. Signed - - x -Wdat n Approved B A licati o yr_P PP P Application Disapproved for the following reasons:----=----—--- -- -- -- -- ---- date � JJ Permit No. --- Issued --i O ------ - --- d e BOARD OF HEALTH TOWN OF BARNSTABLE C ertif itate ®f Compliance TI4IS IS � ,E I !h + th ndi�'d 1 Well Constructed ( ), Altered ( ), or Repaired ( ) by— I tal er r VVV at- - - � %------ has been installed in acc dance with the provisions of the Town of Barnstable Board of �ealt Well Protection Re ulation as described in the a lication for Well Construction Permit No-WVT4,vate ted---- ----- g PP THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- - -- Inspector-- ----- - --———--- z 1 , Fee---=w---`-- ---- r No.- ----- ---:- �' BOARD OF HEALTH TOWN 67F BARNSTABLE Application for Well Con5truction.Vermit Application is hereby made for a permit to Construct ( K, Alter ( ), or Repair ( )an individual Well at: — _--T -- Location — Address — Assessors Ma—p and Parcel t c� U3 AVA�r --�Owner — Address :r f ,- i4_ -S-o�f�-'�z �v{�._ r•ss- - �. — Installer — Driller Address Type of Building / Dwelling ze5, .c-e_ ----------------- II p Other - Type of Building--------------- No. of Persons---------------------- Type of Well f ——-- Capacity Purpose of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Co p4ance has been issued by the Board of Health. Signe (/ -lam r - —y date 104k, Application Approved Byr deie' Application Disapproved for the following reasons:---------- - - —--- -- -- - --—— li� L _— Issued—!//_ /��/J Gate -- Permit No. da�e BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPUnce THIS IS TO CER. I That the Indi idu 1 Well Constructed ( ), Altered ( ), or Repaired ( ) , ./ Wr l _ _— ---� ------ �- --- — -- — — h ern at------- 1J!N t, /I ML, 1 ///�-1= -1�J✓ 1 V 1-------- has been install ie nd �accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated ---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --- —- —-- Inspector---------- -- ----- -- BOARD OF HEALTH 'c TOWN OF BARNSTABLE ;deli CongtructionVermit No. - ___w_ Fee-- Permission is hereby granted �' "- =�' --------- -- — to Construct ( �)1 Alter. ), or R -pair (K) a Indi adual Well at: 9 r r _ Street as shown on the application or adWell Construction Permit No.-_—.� r , Date - --------------------------------------- Board df Health DATE OWN OF BARNSTABLLE LOCATION ��D / 1,1 IckJ r COW ClfGllL- SEWAGE# 03" 3(03 VILLAGE COTV--ir ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) S (SA (Q,W (size) tc?'X WX Z NO.OF BEDROOMS OWNER 3 f yAn-' 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 For e F10nT doe A Q` 1 � Q i I qb a I a(O 02 3 y 3 19 GO TOWN OF BARNSTABLEL. LOCATION SEWAGE # 5pfo-36S VIiLAGE a ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY f LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: $ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ' Feet Furnished by C-- r r ��� ay ' N..,2.003 363 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS r - ZIppfication for Migaal *potem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) IO'Complete System ❑Individual Components Location Address or Lot No. 116 Pi n q u j c k r,4 C9 ve C rc le Owner's Name,Address and Tel.No. cofV,f 11 LCVMcl G3IjQllt ch«s��,a�r°s � 11400 %y�ir Assessor'sMap/Pazcel Ss �GK�I 67 Ckietkcsjrr, Qcsll Su5Scx P61TU1; Gr--atGrihzi Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 505-Y25�=*31 0 1�0l�ai.�o'�i l �o.1�ciT7u� Srcr��l to (,9i Isrq, (,-iY. 11§N rM -Iv14► - W LA-..9 ^AA- 9395 P12- Plain s ,t Oslzr�t'1l� Type of Building: t Dwelling No.of Bedrooms 1" Lot Size ZY�sq.ft. Garbage Grinder 6) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow S5© gallons. Plan Date �?�f 6 3 Number of sheets e&%e- Revision Date Title Q)cHa,-,Js Pin,—f Pik e, -►4e.3Jse CC44s1vcicnc4A Size of Septic Tank 1!9co cyG l(crt s Type of S.A.S. "ek L-5 en 1o.ers 'YVx!2'XZ Description of Soil P. ' , d b Sai l t o .o C'n P14.1 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 Tit of the linvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is th B d o^ ea Signe Date Application Approved by Date Rv Application Disapproved for the following reasons Permit No. 6 Date Issued J �v ill If No .=-�/C/ :�C%� -- �r � y { Fee '. E THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. e.. Yes PUBLIC-HEALTH DIVISION -TOWN-O -'BARNSTABLE., MASSACHUSETTS Ytcatton for t�.., po tem Cone4ructton Permit Application for a Permit to Construct( X)Repair( )Upgrade( ),tYbandon( ) I�SI Complete System' El Individual Components Location Address or.Lot No. 110 Ri n I u t c k sQj (�D ut C 1 rc I+¢ Owner's Name,Address and Tel.No. a t tro'N(f jYlt cka c I 13+^ a.4 r ; CI1GCScrns.-19 ��/I-to-AtJ'/b0k- , / Assessor's Map/Parcel VnrA? S EKG I f07 Gh t al,cs Fr�� kjcsf Sussoc 12017ur- Great Carl/ui �t t � I i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sob^cf2p=fl/31 t xt 15 ONE/ OltTb vD t1 (/v�•1%"Mt CA-7 Y aJ �l•�it t�► W l l srh P.ts'. 0 S ,F. /IJA UJT/1n4 /L91,6_b N _Mi-i" . k1-U ^"A 9395 1 9?12 Main -t OSlrruilla Type of Building: Q __. r� Dwelling No.of Bedrooms tt/c: Lot Size ZS7 Z#0 sq.ft. Garbage Grinder(10) Other Type of Building 1 ` No. of Persons Showers( ) Cafeteria( ) Other Fixtures '' Design Flow . I I b 30dW6.ed"O", gallons per day. Calculated daily flow sso gallons. Plan Date Number of sheets evLa.. Revision Date Title _t.ye His Pzrr ,t Pik — F- wale Cc-usFrurfic*i i Y Size of Septic Tank IScb 4'6'x/2 1x2 1 ` Description of Soil., `^ _Sdil I o : . r Y 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 Tit the nvironm t 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b t B' 'o Hea Signed Date U Application Approved by __.. Date uj Application Disapproved for the following ieasons Permit No. Date Issued J } THE COMMONWEALTH OF MASSACHUSETTS --` BARNSTABLE, MASSACHUSETTS `" QCerttftcate of Compliance THIS IS TO CER , that t On-sit Sewage Disposal System Constructed( +�)Repaired•( )Upgraded( ) Abandoned( )by / /'.�'a�s t at ��Cf P /I42IJ ' el�t" �G2e'' /!G �' e:! T �/�tias been constructed in accordance with the provisions of Title Viand the for Disposal'System Construction Permit No. 2 "?� 36 dated �� v Installer Designer The issuance of thi permit shall not be construed as a guarantee that the sy em ill nction a esigne�. Date r Lf Inspector ,C --------------------------------------- t. No. 2-co Fee 100 � THE COMMONWEALTH OF MASSACHUSETTS 1 PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS &.pgtem Conttructton Permit Permission is hereby granted to onstruct( Repau( )Upgrade(/^)Abaridof( ) System located at IA9 2`1 c !/fC�$z��`C�/3//tom ( _-i✓l'/1� �� G//� 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 d to o t. Date: Approve4� ti TOWN OF BARNSTABLE LOCATION SEWAGE #4 —31'. VILLAGE l +Lg' ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. Js SEPTIC TANK CAPACITY n l LEACHING JFACILITY: (type) ' t (size). NO..OF BEDROQMS BUILDER OR OWNER 6WAAC PERMIT DATE: 8 -7 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 1100 feet of leaching facility * Feet Furnished by A � i O on q A � 3 �� 60. 4 - �,,,,�_ -_ - T . . r 1° s /b� • . •: ••,., , ' giu SOIL LOGS DATE:9-22-1983 LEGEND o a '• �; .: S. - Leaching Area Requirements P#=P2469 EXISTING PROPOSED ?a I`: ::. '•' , ';. _ '� ' ' • : �� � 3� �s23�• .. I BOARD,OF HEALTH AGENT A , , f �., 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD ENGINEER: A Stake & Tac Set/Found . _ •, ,„ ,� C K Nail Set Found ALL•.�1V.IGN'..aS J.JACOBI p r ,5` • a. w2F a ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD 1 ° Concrete Bound �►,� TEST PI ® Gos Gate • • . W - � � � •- ��� � , - �} � _ ! PERC RATE _ � MIN. / INCH (CLASS 1 ) G.S.E. 1 4.0 t � Electric Meter y i ❑ Catch Basin w/F a.2 \ z ( LIAR = 0.74 GPD/S.F; ® TV/Coble B04 Water ox 24• 10AM dt SUB,i01L ® Telephone Riser o % ae • 1 ai wpoDED o M MIN. LEACHING AREA OF SAS. : 24• -tom Utility Pole 200 y MED. Contours W/F A-6 -.o I 550 GPD/ 0.74 GPD/S.F.= 743 S.F. MIN. 2ooxoo Spot Grade _ a. 44• �.5 SAND 00 , �� 100 �- ! B - s p ``,� • .' ,' �•a CB 1 Test Pit '. •�' y EDGE OF FLAGGED WETLAND / h <,4 PROPOSED SYSTEM '� I (12' + 48.) 2, _ NO WATER ENCOUNIE"RED ob«rr!► - J o o ... DELINEATED 10/29/02 BY ENSR -(o �' v - - - - _ x3/2 c x2 x • BOTTOM 12. x 48 = 576 SF ': . • .:!' :. . ..:. ,, - ... ., , :': . _: �` �, �. ' �^ ,'� �.3 - PROJECT DATUM - GVD �� - ' -: ROJEC BENCHMARK: N n a .•� �. o ..� .� ' 9.s816 TBM =.CONCRETE BOUND FOUND O ELEV.= 20.86 / r . 4• /' �/' ,' 0.7 RATE- <2 MNV/W CON s -. a s = f / / t E TO SOW ZONING DISTRICT: RF 5 4 12 sea OVERLAY DISTRICT AP (AQUIFER PROTECTION) SETE - OVERLAY DISTRICT RPOD RESOURCE PROTECTION J�•. "13.6 _ ' MINIMUM LOT AREA: 2 ACRES / �' /x 3 4.1 7 SE 3- q1 E,,�� ,i` , -_,. MINIMUM MONTAGE: � 150 w/F A-4 4.9 x 4 = � r- . , �• � ' h FRONT Y .7 D.E.P. FILE.No ARD = 30 SIDE YARD 15 REAR YARD =15 �2 .,, 3 7 110 17.0 7.0 LOCUS WN AS: ?s w/F A-3 ASSESSORS MAP 5 SFPARCEL 67 , GENERAL NOTES 0, LIP D 9 / TEST P 5 T ••� i '9 10.2� ,�� ,' 131 / p Fl OF TITLE: 1167,454 t / , , E► CERTIFICATE j ALL. S1�TEM COMPONENTS SHALL BE INSTALL-cD IN ACCORDANCE WITH /o , 0,9 % 1 PLAN REFERENCE: TITLE V OF THE STATE SANITARY CODE DATED MARCH 31.1995 ,'' ;2 / x 6 LAND COURT PLAN 34636 B N SHEET 2 OF 2 - LOT 9 ANY LOCAL RULES APPLICABLE. .6 1�V"�c� r3.� _ CB/DH / ' x / 9. x / �fES - PIT 2.99 D W/F A- 5.1 , . p ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING / y`;/ 9 �` 1h.9 `� � / ! � COMMUNITY PANEL NUMBER 250001 0021 D dt 25O�i 0022 D BY DESIGNING ENGINt ' % y� /d �� '' 7N' �c�• � x is 6 a o, THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES _, ' III � � 1 � � A13 (EL_ 12.0'), A11 (EL. 11.0 j, B dt C *OD 9 ED/ ? i / r lb � ' x, LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND LOCH WHEN .CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, W/FA-1 4. 43 , .8 / 1�3 i NOTIFY THE ENGINEER do BOARD OF HEALTH AGENT �' li•�>� 13.1� if s / I SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE FOR INSPECTION. x o , 15,6 0' UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. / t % /' �?. • � 12 9 S?AKE r! d , � 19.6 WMAND DELINEATION CONDUCTED BY SAMUEL HNNES 0F ENSR FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 8 6 x� . /x8.3/ w A 6.6 1s.5 ON 10/29/02 LOCATED BY BAXTER, NYE do HOLMGREN ON 11107102. �, ' , 0. �12.1� 4.0 4 x THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN Ln J THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION, APPROVAL BY DESIGNING ENGINEER 12 � � i'� �� ,'/ 9.2 BY THIS FIRM x 7. o PLANS AND AN ON THE GROUND FIELD SURVEY ls.o a 20.2 ON 11107102. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' PVC., SCH 40 16 d' y 1 .44 J 17.0 x.18.7 1 !• ?� ED f� •$. PROPERTY OWNER: EXCAVATE ��IVD REPLACE ALL UNSUITABLE MATER4IL SURROUNDING � ��� , I \ �, - SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5• PER �` ' / �' \ 2o.a2 STAKE MICHAEL BRYANT 310 CMR 15.255. y J% i / 1 \ SET N/r MCELHENY CHICES SUSS.EX E HE• BKP018 8UE GREAT BRITAIN ,8 t 7.6 ; _..T DESIGN SCHEDULE ELEVATION - - TOP OF FOUNDATION 20.0 20.6 - FINISHED BASEMENT FLOOR 11.5 I I CERTIFY THAT 10 THE BEST OF MY KNOWLEDGE THE FOlNdQA7SHOWN NEREDN IS IN COMPLIANCE WITH THE APPLCABLE � FNISHED GARAGE FLOOR 19.0 18.3 \ _ �l x 19.4 I �\ � .;• ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS I INTO SEPTIC TANK 16.7 x 1 .e �� `-- - CATE IN RELATION TO THE MONUhIENTS SHOWN. AND IS NOT SEWER INVERT AT FOUNDATION 16.9 � of LO y LOCATED WITFMN A SPECIAL FLOOD HAZIIRO AREA. SEWER INVERT -- SEWER INVERT OUT OF SEPTIC TANK 16.4 ' G I .\.9 •IS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. • ff SEWEN .INVERT INTO DISTRIBUTION BOX 16.2 � s•� �. 2WX � 4 - 2 2-63 SEWER INVERT OUT OF DISTRIBUTION BOX 16.0 MANHOLE FRAME AND �� ED ss 'a INTO LEACHING SYSTEM 15.5 c'SIt sJ��'- ERT COVER TO GRADE 2o � � x 20.7 �, SEWER INV '�A AMA RE LAND SURVEYOR DATE BOTTOM OF LEACHING TRENCH 13.5 - N/F t�AccueBlN / WATER TABLE' NONE OBSERVED AT ELEV. 2.0 � 21.1 196 - - x 20.5FT � I 12• =A : .,. ;. MASHED STONE / 21.6 • O EFFECTTUE DEPTH : , ,. , :.r .-�. ,,f ;• ,, :. zl.� 1 inq t Cove Circle 12 .� - -N .: :. ..�, ;.: . '-. :..,... ••�•:• ;- �. .,.i. x 1 O P' uickse 8 . : �::r: • ,. . x 22.2 Cotu�t, Massachusetts _. :• 22.1 PREPARED FOR 12• Michael Bryant `r PLK1r OF 20.4 x 21.9 i% ,,��3• d��u J ��titi 1111.E j C6 PRECAST LEACHING CHAMBERS CONCRETE LEACHING CHAMBER DETAIL ��, x ,-2 Wetlands Permit Plan - House Construction (H 20 LOADING) (H 20 LOADING) \___ 21.6 U NO SCALE NO SCALE a 1.1 _ ♦off �,� L`B H x 21.8 FND +� # BA. TER, NYE & HOLIVIGREN, INC. 20 . YDRANT 382 /S( TYPICAL SYSTEM PROFILE WOODED , x 1:4 �4• �. 19.4 0 19.75 �, FINISHED GRADE - 19.31 NOT TG SCALE /� ,lrt►/ •� Registered Professional U Q wtwloLE c:ovER AND FRAME _ 1g 19.3 19.3 Engineers and Land SLuveyors • - TOP OF (AD,1 W TO ---------------- _ - (�g 812 Main Street, Osterville, Massachusetts 02655 FOUNDATION _ 20.9 20.`11BM = CB EL = 20.EI6' , i86. � 20.0 •-: nmiSHED GRADE OVER TANK = 19f MANHOLE COVER GRATE 00 �8.� ���; Phone - (508)428-9131 Fax - (508) 428-3750 a FINISHED GRADE OVER D. EiOX = 19t O 18.7 • - LEACHING TREWN = 1&5 y � •." FINISHED GRADE OVER - 3 min. FIRST 2' 0 BE LEVEL 20.5 _ 19 sa4ti9 40 0 40 80 0 4• SCH. 40 PVC - (T ) -. . 4• SCH. 40 PVC '/ • G o (TYPICAL) - then O 2.Ox � ,.i O 2.Ox OL2• (mi N o F t, . s ;•'s ' O 2.07E 9 (min) Cover _ _ 2p 1.� /�P�.Z ASSq py� � � b SCALE IN FEET - LIDO C! TEES - INSTALL 6• SUMP ,� 4• SCH. 40 PVC e �° � /S� STEPHEN c\ •.•. GIIS BAFFLE ._ 36� (max) Gov r /o`'FINISHED . B/D D • '' _ t'' "") LFJICHWG CHAM -' 17. _ BASEMENT �'t::► »..• • : :_•r r ..:.: CONNECTION ' CFNDH ,' '� T` 4/2�/2 ' .1•e FLOOR . . r �/ CONCRETE BERS 8 E•1 4 DATE: 003 ,� _._ - -"•r• • STONE +��~ row i7�8Q 'Co �1�.• �Q .- r � L.Y FOOTING _. ,•. . :. . :-.. ti •:. .•.• -•.; �- s O � o O O _ - . - 0�9� �+ o REV. DATE: REMARKS . - s jb�, � SS�ONAL CalE�\�� - •! ••�, r•• Z[>tT3 17.4 EL 13.5 oo/�Q0• DRAWING NUMBER ' i4' - i 5' MIN �• STONE b 1500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER H. 02 02-091 S u rve wo rk s h t 02-0 91 SP.d w No Groundwater Observed O Elev. 2.0t' H-20 H-20 H-20 , 2002-091 • ay; ;'; %'� '�� _'"•� a Btito u `: Leachin.7 "I Area Re uirements SOIL LOGS DATE: 9-22-1983 EXISTING LEGEND PROPOSED P o► ►. 0 u• .a ` 1S•. S` •e ENGINEER : BOARD OF HEALTH AGENT: ` �j •.' ''4 ` • ' `��' " 5 BEDROOMS AT 110 GPD BEDROOM = 550 GPO A Stake & Tac Set Found / •� . `` rn * o ALLAN JONES J.JACOBI o PK Nail Set/Found lowW/F " ADDITIONAL 50X FOR GARBAGE DISPOSAL YNA-GPD TEST PIT 1 o Concrete Bound • 5.2 Gas Gate r • � , ° a 173 PERC RATE - MIN. INCH CLASS 1 G.S.E. = 14.0'f / ( ) 0 Electric Meter ` l 0 O Catch Basin LTAR = 0.74 GPD/S.F. LOAM & SUBSOIL Water Gate w/F 4.2 /- °, �,.� ;; 24» ® TV/Cable Box _ JJ­ '0 f - * � / MIN. LEACHING AREA OF SAS. : ® Telephone Riser o, ,°, .. r WOODED -.0 M 24 p s -o- Utility Pole • `' ` �^ - 550 GPD/ 0.74 GPD/S.F.= 743 S.F. MIN. MED. SAND �p0 Contours YN � 3,5 w/F A-6 0 - o �, CB H °• 144" 200x00 Spot Grade r . - 44 FND Test Pit 100.0 PROPOSED SYSTEM ' a o� f EDGE OF FLAGGED WETLAND :/ ' h �,.4 SIDEWALL (12� + 48') x 2 x 2' = 240 SF NO WATER ENCOUNTERED •. co S _ �twry a o , DEUNEAIED 10/29/02 BY ENSR �� ' x 3!2/ / ^i ,� �.3 0 0 EL 2.0 t 7 ` r �. 5 , I / , / z� BOTTOM 12 x 48 = 576 SF PROJECT BENCHMARK: DATUM = NGVD o, 5 816 SF TBM = CONCRETE BOUND FOUND ® ELEV.= 20.86' /' ,' 0,7 RATE- <2 MIN/IN 4' �� / o UNABLE To SOAK ZONING DISTRICT: RF �d : \�• �. / I o ;g ,' cS` �� , 12• OVERLAY DISTRICT AP (AQUIFER PROTECTION) I. M .. .; ` TAK / a , � 7,` ��A'r�'`, ' ,^�3.6 SET ' OVERLAY DISTRICT RPOD (RESOURCE PROTECTION) LOCUS MAP SCALE. 1 - 2000 �: �----� :' �/ ,ix 3 14.1 �� MINIMUM LOT AREA: 2 ACRES W/F A-4 4,9 �'��• -' - .� x•7 4 ^ ' MINIMUM FRONTAGE: 150' r 12 7 h FRONT YARD = 30 SIDE YARD = 15 REAR YARD =15 D.E.P. FILE No. SE. 3. y/ l 'r17,0 7.0 ,",8.1 LOCUS PROPERTY IS SHOWN AS: ,4�,' ASSESSOR'S MAP 5 - PARCEL 67 6 ?s * W/F ,' . 10. GENERAL NOTES : * UP D e 7.0, �, / ./ 9 / 8,9 #` / i•j , �$�;'' x WOODED e CERTIFICATE OF TITLE: #167,454 TEST PL ✓ !� 10: i 3 / Er � ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH / ,� , �� � 0.9 18.3 PLAN REFERENCE: TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 /' ,`�_ / x 6�3 N a LAND COURT PLAN 34636 B N SHEET 2 OF 2 - LOT 9 ANY LOCAL RULES APPLICABLE. CB DH W/F A- 5,1 ��'/ //,' 7.6 � •�! /� x,4ES IT r o 2.99 „� 9 l ' COMMUNITY PANEL NUMBER 250001 0021 D & 250001 0022 D ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING ! ,� I ,yyr' / /h ' 7 / x 15.6 f '� �� !y rn THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES BY DESIGNING ENGINEER / /c`�� / , , �`? 19:3 A13 (EL. 12.0), Al (EL. 11.0), B & C K W/F A-1 4.9 �IVOODED/ %' �w �,�9,8 i X APPROXIMATE WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BAC FILLING, �, / �, ! I LOCATION OF UNDERGROUND UTILITIES ARE AP RO E AND NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT j �� ^► �i 13.111 x 15.6 i`o ;8 SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE FOR INSPECTION. � k ,�° �;- , 1 A��N UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 9 TAKE/ I 19.6 / SET , WETLAND DELINEATION CONDUCTED BY SAMUEL HAINES OF ENSR FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. x'6.s /x8.3�o l/lo xM' "' x 6 6 / ' x 18.5 ON 10/29/02 LOCATED BY BAXTER, NYE & HOLMGREN ON 11107102. x x �12,1 / 4.0 / ! Ln THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 11.2 12,6( / r,'r �! ,� 19 2 THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION, APPROVAL BY DESIGNING ENGINEER x 15.0 x 17. ; N PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 2 s ON 11107102, ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4» PVC., SCH 40 ' y����CFNDM 17.44 �1 \ r. r x.i8.7 � x 17.0 I EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING ° WOODED ; I '$,'b•' PROPERTY OWNER: SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER ; / A." \ 20.42 O' STAKE � MICHAEL BRYANT �' °° zC` \ SET N/F MCELHENY CHEESEMANS LANE, HAMBROOK ' 310 CMR 15.255. �`� �/ j�x 19.5 CHICHESTER. WEST SUSSEX P018 8UE I GREAT BRITAIN C x 7.6 a i -- \ DESIGN SCHEDULE ELEVATION � 'I x 19.2 19,5 20,6 ' TOP OF FOUNDATION 20.0 ,FINISHED BASEMENT FLOOR 11.5 I 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDA71ON 1 FINISHED GARAGE FLOOR 19.0 18,3 x 19 SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE 13ARNSTABLE 1 .4 �� ` ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS SEWER INVERT AT FOUNDATION 16.9 ; x 1 .e '� `N of LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT �y xa�y LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA SEWER INVERT INTO SEPTIC TANK 16.7 .20.9 � `� THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESTABLISH PROPERTY LINES. SEWER INVERT OUT OF SEPTIC TANK 16.4 �\ � � US SEWER INVERT INTO DISTRIBUTION BOX 16.2 WOODED Is it e� .4 - 11-c3 SEWER INVERT OUT OF DISTRIBUTION BOX 16.0 's sJ . MANHOLE FRAME AND 20,0 .� REGI EDP FESSIONAI. LAND SURVEYOR BATE SEWER INVERT INTO LEACHING SYSTEM 15.5 COVER TO GRADE N/F M000BBIN x 20.7 / ry BOTTOM OF LEACHING TRENCH 13.5 �' 21.1 WATER TABLE: NONE OBSERVED AT ELEV. 2.0 l 41 i' 2" PEASTONE - 19 6 WASHED STONE 24"EFFECTIVE DEPTH •.: ':.�• - .,... ��=.,:•;... x 21,7 : . r•• :, .. t:...'� :,:. •::.� ::� 110 Pinquickset Cove Circle :.�•f•'�+._•...� •.:;� -•,��.�''::a:; � r ..:.;, f �"`' aL' �e�• 20.0 Cotuit Massachusetts 12 -y' l x 21.5 i x 22.2 4. , / . 22.1 PREPARED FOR 12. Michael Bryant 20A x 21,9 PLAN OF x :2 PRECAST LEACHING CHAMBERS CONCRETE LEACHING CHAMBER DETAIL IN cH 20 LOADING, ' �__ z1,6 Wetlands Permit Plan - House Construction (H 20 LOADING) NO SCALE NO SCALE l 21,1 •off ��rr6 DH •\ x 21.8 4o FND k'y 20 - YDRANT 382 BAXTER NYE & HOLMGREN INC. v �\ 19.4 ° � - WOODED � x 1.4 ��/ ���� 19.7 5 , , co FINISHED GRADE = 19.3f TYPICAL SYSTEM PROFILE -�, ,- . NOT TO SCALE / �,p Registered Professional 19.3 CD 18 ♦ 19.3 - Engineers and Land Surveyors MANHOLE COVER AND FRAME ~`-------�`-- 812 Main Street, Osterville, Massachusetts 02655 TOP OF (ADJUST TO GRADE) 20.9 20,9T$M CB H 86 �� FOUNDATION :e MANHOLE COVER ar CRATE EL = 2oss' %:���j ,,�8 �3�; i, Phone - (508)428-9131 Fax - (508)428-3750 - 20.0 ••:- FINISHED GRADE OVER TANK = 1st FINISHED GRADE OVER D. BOX - 19f 1 ��GO 18.7 -�' FlNfst•IED GRADE OVER LEACHING TRENCH = 18.5t 19A' ,y ..• o .:• 20.5 =.; 3 min. FIRST 2' (TO BE LEVEL)F ,� •( •�1 G 40 0 40 80 N 4 SCH. 40 PVCMEOW o (TYPICAL) O 2.0� 40 PVC pL2' (mi then O 2.Ox / �18� '�. b� ��� / O--F--� SCALE IN FEET peV'�C('oto.r 9" (min) Cover _ 20 °' ZN MgSsq ;•{ • O 2.07E - 10" CI TEES INSTALL - 6" SUMP ,. 4" SCH. 40 PVC 36" (max) Cover CB H 8N� / q�- STEPHEN c� FINISHED GAS BAFFLE _ :. ?c. �7 BASEMENT '` !'•::, --+rr �•' f-�--� CONCRETE LEACHING CHAMBERS CONNECTION FND � / � A SCALE:1"=40' DATE: 4/21/2003 17.8 FLOOR 19�5 � - • =a •}•<.:•;.-r:e`� a e:5!`C/, i+Fits • / ' � / / NO.'30218 y 6" CRUSHED •� __�;.�r"r. .,,. �� 17!8 &I REV. DATE: REMARKS w v EINFORCED CONCRETE •j STONE '''' .�• ^� �px,9FGI5TEA��� cr FOOTING - - -_= ! 0 O O O O O pro / FS .7-;,•.L •t'7^•l- :- l•..I,:''.Vr�.�•••• •t+ ..- :.�:-',- : ` •; •:' :: .� % 's. - '.,• . ! `S/ONAA-E Cal 121 17.4 . , O •/�• N " 1 • EL 13.5 CO DRAWING NUMBER C115 MINV-NASH� sroNE •.% H: 02 02-091 surve worksht 02-091 SP.dw �; 1500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 2.01' r CD H-20 H-20 H-20 2002-091 _ .._. ,o-., .,. ,: ,5 _,n,,m «_:;^-r. -s;:w.. ..♦w...uo .,. '�,q�i^e nt.., . . _ .v,. .�r,-u.. 7. -7,•,.-:f'. .. T•. -a', :'r+='�r' y;,: d,,'�.. r -.. pt 4w `'c'�,�- 71x ' A . W. ' •7�;f'e d r ./� �+r f�� '� �\ ".-. /`•f' \`\ 1 /` +t ��` /�� /r,` h r�' �` t,' f �. 14 ti > , o 'Y, ' art r :, +a`,�. 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ZV , \\ l '\; •,V 'hr.,,-.,. ,ram., `. ."' CJ� :`` 7�, ' � .. ' / Id. „ I X, 'J r 4r /�tw� EXT'ERipR WAL_.LS TCI BE 2x6 CONSTRUCTION S�_ � / G / 5r or , , x f f III'• IN 'I" \'\ Al .� j \ AV n , r+ r � t� ' � 11�i ',1�'; ^ +ice � .,\ ,�'` � \`\ '' •�� �"s '� \ ,API. , r , � OK Y /``'may , ii��`` 2s4 moo wk.L ' w v g y \ � BRYANT RESIDENCE 'F ,,� �}`` f= 110 PINQUICKSET COVE c� f' k ,` , MA / N, UIT h + YAR©SH CIAT ARCHITECTS PLAMNJERS ' J i' SCALE. DATE. DRAWN BY: a Ac t4,�/ U& 4 -- * !. �' Prto.lECT MASNPEE,A4ASiACWUSETTS DRAW • ,::�„�: NUM6E • � � ?EL;477473 1 .FAX 477•6717 �1 ' a r ol \\\ \ `" �70,_ IS Q I ; N ' 5\ le law Vo Nil m• 1 l / 9 6, Ir Ilk e) \ \ j 1 _ � ; � `tea °.�-;,+ � � r' :+ • �� y �'� < �•' `K4 4� /* Ot i oc 41 10 .ram i • V �/ : q $ XId / N>, � ri \ <0 / r �5� ♦ BRYANT RESIDENCE 110 PINQUICKSET COVE COTUIT, MA YAROSH ASSOCIATES INC.N \� j ,��;,'� ��■ ARCHITECTS • PLANERS \� �i `L•w J r b SCALE ! DATE E� AMZVED DRAWN BY PROJECT Nwwq DgAr 4L MASHPEE.MASSACHUSEUS ,' TEU 477-4731 •FAX-477-6777 A�