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0791 OLD POST ROAD (CT & MM) - Health
791 Old Post road Cotuit 1 A= 073 008 001 _ r i "'L015 No.V" Fee t� THE CjOKMI ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstem ConstrurtioYi 'Perm t Application for a Permit to Construct( ) Repair( ) Upgrade A� Abandon( ) ❑Complete System Eif individual Components Location Address or Lot No.r)9( o i� Rosd AJ Owner's Name,Addre s,and Tel.No. ,jB3 VcW- —)l 9 &,'c K hs l k, aB �en�kxpr t ses o� Assessor's Map/Parcel(g p13.wp e.o. Q6 a'tDl-SR, C O+L-,,{-- IkAA p-W,, Installer's Name,Address,anJ Tel.No. 'O aS- J` ��/� Designer's Name,Address,and Tel.No.6b$_3i6O 6 33 E 1 JD&rA-ot0'&C , M4_ 4� -`} Tnc P.O. �a�T/ )'16 ON— . Type of Building: f ' Dwelling No.of Bedrooms q d KiS}r�r� ' "'"'�n� Lot Size 3 P sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 0 Design Flow(min.required) gpd Design flow provided �4a•` ( gpd Plan Date /b)931 iy Number of sheets Revision Date Title �0ille_ SIr. ems < o�reAe�2_ PLn Loc'.c' a_, : `?4/ Q,d�Y& Size of Se tic Tank CGX1 r� )��a�f� Type of S.A.S. '1<�4. X J3'u X � Description of Soil ,;oo Nature of Repairs or Alterations(Answer when applicable) azw !— 10 �"�Y-t.a„r,�r �-a � -...e�c�dy'�� � g�P t� C•�,aa�e,��y�S ���� X 13 LUX 61 'Z 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 Enviro ntal C de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signe Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 1J 3 a Date Issued I` ----------------------- -- o Fe e 5 � F °`�`'`_ r Entered in computer: THE OML�VIONWEAI TH'OF MASSACHUSETTS Ye''s PUBLIC HEALTH DIVISI ► N -ITOWN'OF BARNSTABLE, MASSACHUSETTS �; d, 2pplicatlon for jb t o-! al 6pstem Construction Permit Application for a Permit to Construct( _) Repair( ) Upgrade Abandon( ) ❑Complete System []'Pndividual Components Location Address or Lot No.()I t Q ij posh Owner's Name,Address,and Tel.No. SU yc�b`- yam/9 �'ris'Kinse�lc� C✓° t -:L Qnkrlor-ise5 j?,rc Assessor's Map/Parcel o�3 06!&-WI � i(Pv ac*( 3054 CO'h-4-{-. M A Installer's Name,Address,and Tel.No. SUS-rn I- 93/� Designer's Nap.1e,Address,and Tel.No. $a$-340—331/ �r+oto6b, C�r,SF-�uc�-nor, /FAs.�u• + won x,c P.O. Q6reyZ1 if-()-&3-A v q A4A(Sj0 MillsIMA Ozw— 8 £. 6*530 r Type of Building: Dwelling No.of Bedrooms yp tC S+j'rw ' ""'�n�C Lot Size 3A4 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S gpd Design flow provided JG2`o �� gpd ,Plan Date /v b a3 I e,/ Num((b��efr of sheets pZ. Revision Date Title �ao' ,'c_ Sws�em� 11 o,,C� PLn t,. G fe J a < C Size of Septic Tank P_-Ai ;6_1)0rm.Q Type of S.A.S. ya L K / rU X '.4 Description of Soil st4 Nature of Repairs or Alterations(Answer when applicable) aJJ � 52, t--t l p r) cr ,� o".c. t t �;-,6 rr -U - liCi s T l'd?Ci JGYS `zc £�r�rt � ✓m,at✓u9 �c' `�'fr/rze lc��m� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site"sewage disposallsystem in accordance with the provisions of Title 5 of the Environrn• nth al C"de and not to place the system in•op ration until a Certificate of Compliance has been issued by this Board of Health. Signe Date Application Approved by Date Application Disapproved by Date for the following reasons - Permit No. ,1;0 13� 3 0 Date Issued /9 A5 ----------------------------------------- ----------------------------- A)01T�`jE COMMONWEALTH OF MASSACHUSETTS lI,1ARNSTABLE,MASSACHUSETTS Wx Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(I< Abandoned( )by -•o(6—tL (_.. , ot's�YU LtK a-y-1 at 171 [ Old Rp5{" AJ C_a ,�I- has been-constructed in accordance- with the provisions of Title 5 and the for Disposal System Construction Permit No.''is 306 dated Installer &4010- c. COh s+tl-uc` j on Designer 1"1°L(.p,C •I- 'Sons_1r4- #bedrooms S Approved desigfrflo"W A ,S���� gpd The issuance ofthis permit shall not be construed as a guarantee that the system wil Lad, as designed. Date !�- Inspector p � ------------------------ -------------- ------------------- ---- _ ------ ------ ------ �F. O1 No.c� � �•� Fee 5Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -`BARNSTABLE,MASSACHUSETTS MispoBal 6pstem Construction Permit Permission is hereby granted to rrConstruct( ) Repair( ) Upgrade(4 Abandon( ) System located at V 1 J pbs{- 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:Construction must be coom leted within three years of the date of this pe it. Date n Approved by JAN-06-2016 00:42 From: To:15087906304 Pa9e:1,11 JAN-05-2016 10:05 From:SARNST HEALTH 15087906304 To:91S084289399 JU/04/2013/0 02,31 Fi}i r'Aa r�o, 1. UU I Town of Barnstable Regulatory ServiCes P ichard V.Seali,Interim Director public Health Division f6SP Thomas McKean,Director 200&biro Street,Hyannis,MA 0901 Ogioe: 508-R624bA4 Fw, g08�74D.69D4 atalier&DesignerCertilicatio_nForm Date:�L a`1 16 5e."rege PernalO4.i M, �5 -,�L7 . As apTaract 0700 �,/ Installer: AddresR_ Addreess i�� 4. �- t •� was ibS1 o.permit to install a ate p(ic ta11eY) septic system at Cam"T� A" bused 00 a dcsiga drawn by (address) ' e tt- Jb, dKed Z /I'-( (dtlstg�ner i eertity that dae septic system referenced above was installed substand Y a000rdin9 to the design,which may include minor approved ulimges such as lateral feloaatiou of tho distribution box&mWor septic tanlr. Strip our.(if required) was inspected arrd t.ha soils .were found satisfactwy.4 �, t "flaox �a wrsx 5l�bw� r� A.I fI I td lut�J►4 ��dl nb c r►e, wc{�-ors Y I ecitify that the septic system referenced above was installed with major changes (i.e. gmatcl than 10'Lateral relocation of tha SAB or aby vertical relwsatiOn of anY G=Ponent of the septic system)but in accordance with State&Local Regua iced and the so:1s coedited as-built by designer to follow. Rtrip Out(if requu�) were found satisfeetory. 1 certify that th rcf1=xlced above was!fAAffi,xU,rD=m:ff= a with the terrors of the pro tters(if applicable) er's 5lgnat�re)mow'„S� a�u'p HtzB) q G~ I,E LIffALTA DMSCAM C�11� airUNTIL Bch a BY THE BARNNSTINEE T QA9epdol)CSipaF redifioatioa Fom►Rev A.t 4.13.&r, 't. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zppfication for Migo!6ar bpgtem Construction Permit Application for a Permit to Construct( . )Repair(,�Z?pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. .74/ a/ a.ST 05,w Owner's Name,Address and Tel.No. Assessor's Map/Parcel Catvi r ;Qddl=l�7' C. Tvr�l3vll / /4 /_ 9 L i1V � .37/t� Instoer's Na/me,Address,and Tel.No.03-41-2-9—970 Designer's Name,Address aR Tel.No. - Sd$—3 9f/'.Z 72 3 �yJ L!4`!(�! .7/;e 1/1 G Type of Building: Dwelling No.of Bedrooms 7 _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building T No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) afe / Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this 13oard 9f Health. Signed Date Application Approved by -r Date G� Application Disapproved for the following reasons Permit No. ows — Date Issued 4 U - a � I_ �^.'. ,.: .-1.y- jxr..-.r\ .,-..._ Entered in computer:Fee . THE COMMONWEALTH OF MASSACHUSETTS i Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS ;IppYication for Mizpozal 6pelem Construction Permit Application f a Permit to Construct( )Repair(,%:� 7pgrade( )Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No. ,'^�/ O/W !-a.S r•A,o Owner's Name,Address and Tel.No. t.�..aTv, Ro�atz 6�T 1~U/"f9l3v/l Assessor's Map/Parcel + Insttaller's Name,Address,and Tel.No.g Cl Designer's Name,Address d Tel.No. f + L�Jil/G/- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other; Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. } Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. + Description of Soil Nature of Repairs or Alterations(Answer when applicable) If"'I ;�af� / -_5 47 4 [ate/. G./Z -rxls�ihr_/ -��� �► uirf Date last inspected: , Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date 42 Application Disapproved for the following reasons { Permit No. �_(�3 Z- 1,5, Date Issued 4{ 0 -------------------- ----- ---------- 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 1/0-5 1__ Li /,;a at i f/ ��� ��ST' rri7 T�ye ham been construc d iA accordance with the pro/visions of Title 5 and the for Disposal System Construction Permit No. ZCa,3-2 dated � 0 Installer.le s r":217 0—i_ ��. t�'a''U Designer e74 e � 41_X11_1 The issuance of,thtdni shall not be construed as a guarantee that the syj'e A& o si ed. Date Inspector IeY No. 7' 2`1� ---------------------------Fee .S V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS 'i5po!5ar *p5tem Construction Permit 1 Permission is hereby granted to Construct( )Repair(z—)-Upgrade( )Abandon( ) System located at 7 9/ �.�/r� p.5'I- P2a�4 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:Const4cti#must be completed within three years of the date of this permi. Date:_ 0 Approved by / �" COMMONWEALTH OF MASSACIIUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ro H�EPARTMENT OF ENVIRONMENTAL PROTECTION a ,�qM c�eye ✓�t./ A 350 MAIN STRI_ET WEST YARMOUTH,MA C 508-775-2800 ��c�'1C0 s�3� - TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP 073—PARC 008-001 Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner's Name: ELDRFDGE,JASON Owner's Address: PO BO_X 58 i _ CGT0IT,MA 02635 Date of Inspection NOVEMBER 18,2005 Name of Inspector:(please print) JAMES D.SEARS I Company Name: A&B Canco Mailing Address: 350.lain Street `- West Yarmouth,MA 02673 Telephone Number: 508.775-2800 _ W - CERTIFICATION STATEMENT N I certify that I have personally ir;spected the sewage disposal system at this address;ind that the inf ation r6pbrted i r7 below is true,accurate and com}:i.ete as of the time of the inspection. The inspectiot.)was perform based on my training and experience in the p,oper function and maintenance of on site sewage J�;posal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.-)00). The system: •� Passes _ Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: The system inspector shall sutini'.a:opy of this inspection report to the Approvin, Authority(Board of Health or DEP)within 30 days of comple.ig this inspection. If the system is a shared systenn or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the approp-;ate regional office of the DEP. The original should be sent to th:system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments "This report only describe; conditions at the time of inspection and under 01e conditions of use at that time. This inspection does not addru,,,,how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/1`)2000 1 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18.2005 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: N/A 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 not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System vh1l pass inspection if the existing ' tank is replaced with 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: Title 5 Inspection Form 6/15/2000 2 a Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEtiVAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON _ Date of Inspection: NOVEMBER 18,2005 C. Further Evaluation is Requiredby the Board of Health:N/A 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 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 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 x,,,ell**. 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: Title 5 Inspection Form 6/15/2000 3 f Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTIN(JED) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18,2005 D. System Failure Criteria applicable to all systems: N/A , You must indicate"yes" or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool �— Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth,in cesspool is less than 6"below invert or available:volume is less than%day flow Required pun iping 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 N/A Any portion of_esspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply ` N/A Any portion of a cesspool or privy is within a Zone 1 of a public.well N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well N/A Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis performed at a DEP certified laboratory,for 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 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. .11te system owner should contact the Board of Health to determine what will be necessary t,correct the failure. E. Large Systems: N/A To be considered a large system the system must service 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 within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellheud'Protection Area—IWPA)or a mapped Zone H of a public water supply well. If you have answered"yes"to any question fit Section E the system is considered:a significant threat,or answered "yes"in Section D above the lar:`e system is 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. Title 5 Inspection Form 6/15/'000 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18, 2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large voltunes 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,including 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 constriction,dimensions,depth of liquid,depth of sludge and depth of scum ✓ Was the facility'owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has loeen 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 C'MR 15.302(3xb)] Title 5 Inspection Form 6115/2,000 5 Page 6 of 11 OFFICIAL INS-1,ECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 791 OLD POST ROAD _ COTUIT, ti A 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18,2005 FLOW CONDITIONS RESIDENTIAL,( Number of Bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CNR 15.203(for example: 110 gpd x#of bedrooms: 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage:.ystem(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): NO Water meter readings,if available(last 2 years usage(gpd)): N/A Sump pump-(yes or no) No Last date of occupancy: .UNKNOWN COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Basis of design flow(seats/persons/sqft,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: N/A' Was system pumped as part of t1io.inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped detei=anined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(i,f 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 copy of the DEP approval Other(describe): _ Approximate age of all components,date installed(if known)and source of information: N/A Were sewage odors detected when arriving at the site(yes or no): NO _ Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18, 2005 BUILDING SEWER(locate on site plan): ✓ Depth below grade: 2' Materials of construction: Cast iron ✓ 40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joinis,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): If Depth below grade: 30" Material of construction: concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age continued by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500-'GALLON PRE CAST. Sludge depth: F, Distance from top of sludge to the bottom of outlet tee or baffle: 29" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions detennined: A SBUILT,TAPE&PROB Comments(on pumping reconmiendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): TANK AT WORKING LEVEL_TANK&COVERS AT 30".TWO INLET TEE',—OUTLET TEE- NO SIGN OF LEAKAGE OR OVER LOADING. GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: concrete metal fiberglass _ lolyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum.to top of outlet tee or baffle: Distance from bottom of scrim to,bottom of outlet tee or baffle: Date of last pumping: Continents(on pumping recotmnondations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR_ M PART C SYSTEM INFORMATION(continued) Property Address: 791'OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JAS.ON Date of Inspection: NOVEMBER 18, 2005 TIGHT or HOLDING TANK: N/A (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: „allons/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: 0 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc..,): D-BOX IS 16"X 16"—45"BELOW GRADE. BOX 1S CLEAN&SOLID,ONE LINE IN—TWO LINES OUT. NO SIGN OF OVER LOADING OR SOLID CARRY OVER. PUMP CHAMBER: N/A (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 appurtenanccs,etc.): Title 5 Inspection Form 6/15/2000 8 .7 'iF. Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFA CE SEWAGE DISPOSAL SYSTEM INSP>E;CTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE,JASON Date of Inspection: NOVEMBER 18, 2005 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why.';. Type leaching pits,number: leaching chambers,number: 3 leaching galleries,number leaching trenches,number,length leaching fields,number, dimensions: overflow cesspool,number: innovative/alternative system Type/name-of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp.soil,condition of vegetation,etc.) LEACHING IS(3)500-GALLON DRYWELLS. LEACHING IS 4'—8"BELOW GRADE. LEACHING IS DRY,WALLS GLEAN. NO SIGN OF OVER LOADING:OR SOLID CARRY OVER. CESSPOOLS: N/A {cesspool must be pumped as part of inspectionXlocate 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: N/A (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.) Page 10 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 791 OLD POST ROAD COTUIT•MA 02635 Owner: ELDREDGE. JASON Date of Inspection: NOVEMBER 18. 2005 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. '� 3� �A IP £ y� v 3 y, Title 5 Inspection Form 6/1512000 10 t Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 791 OLD POST ROAD COTUIT,MA 02635 Owner: ELDREDGE, JASON Date of Inspection: NOVEMBER 18. 2005 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to no groundwater 12 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: �— Observation site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators;installers-(attach documentation Accessed USGS database-explain: You must describe how you established the high ground water elevation: TEST HOLE IT NO WATER. TEST HOLE 5' BELOW BOTTOM OF LEACHING. BOTTOM OF LEACHING AT T BELOW GRADE. � a- ,a a,-ro,•t., S ,L F,4 Cyj,(i 6u 14 Title 5 Inspection Form 6/15/2000 11 TOWN OF BARNSTABLE Or I®I/0/1 / T II.I L( ►TIO w�J �p/C'��� A 17— P-a SEWAGE # 'I=VILLAGE C°Cs l�tr t ASSESSOR'S MAP & LOT � . INSTALLER'S NAME 'PHONE NO :SEPTIC TANK'CAPACITY I. -- t LEACHING FACII:ITY '(type)vl�V S7J r14U ' (size) -k -..S'T1c1 CA, NO.OF BEDROOMS.;.". BUR:DMOR OWNERy�° PERMTTDATE: '� _COMPLUNCE`DATE:e / Separation Distance BetweeII the: P d11Q f a L _p, Feet IMaximum Adjusted Groundwater Table"and Bottom of Leaching Facility - IPriva je;Water Supply Welland Uaching Facility' (If any wells exist SW fon site or within 200 feet of leaching facility)' �- — - Feet Edge of Wetland and Leaching°Facility(If any we-dandsMist within 300'feet'of leaching facility) -- - - ' .. , .... Furnished by ,� -... �- 71111111111 y •'o" �i Ac I' AS Orr, 63 , a D qo -�-- L ,D b3 l I i�F • TOWN OF BARNSTABLE l./f l of/O/q� LOCATK�N 4T 47p,(t,I Y�0 S% R10 SEWAGE # I ,VILLAGE CdC.+-U /ASSESSOR'S MAP & LOT © -001 INSTALLER'S NAME&PHONE NO. 0' `SEPTIC TANK CAPACITY LEACHING FACILITY: (type)W 110 G.AV (size) A- 5-'J-ry C41 NO.OF BEDROOMS e L ,�- / l3bMZMOR OWNER �A J f-aN`/ U��''' PERMITDATE: -2-22 ;Ln �7 COMPLIANCE DATE: rl Separation Distance Between the: fi dAA �a L kA-n br-,- r';q SQ1d Maximum Adjusted Groundwater Table and Bottom of Leaching Facility -G, 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) a Feet Furnished by �� /L�f��lyL w ASss , 63 a n era 13r : s3 l b No. �� y" 0 THE COMMONWEALTH OF MASSACHUSETTS FEE _ r=* BOAR�D OF�HEALTH O Ft IQ 1 Appliration for 743i,ipn�l �Vgt.rm Tonstrurtion ramit A plicat o isl ere made f r Permit to sta I (e) or Repair/Replace ( ) an Individual e a e Disposal System at: d— r i —r ucali)n(Address X1 Owncr Address Designer ur Installer Address Type of Building Size Lot Sq.feet Dwelling—No.of Bedrooms Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No.of persons La Showers ( )—Cafeteria ( ) Other fixture Design Flow gallons per person per day.Calculated daily flow 33t> gallons. Septic Tank—Liquid capacity 5—Da gallons Length O t " Width .5 l V" Diameter Depth Disposal Trench—No. I Width) V7,rr Total Lengthc;.Yl Total leaching area Y8 sq.ft. Seepage Pit No. Diameter Depth below inlet Total leaching area sq.ft. Other Distribution box ( V)/ Dosi-Ig tank (. ) � Percolation Test Results Performed by ,6/122,d L4 4--) (iL�'1.2Q��,t_�ate `� Lo-�aC l Test Pit No. I G" minutes per inch epth of Test Pit 1 I+f�l Depth to ground water " Test Pit No.2___�minutes per inch Depth of'Test Pit I `' Depth to ground water t' Description of Soil 0'r— P W" 6 0 Owla_ ",a `�$ ® ^ .9 'uLd Nature of Repairs or Alterations—Answer when applicable Date Last Inspected Agreement:—The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board r of a t 9/0,A, A0002 Signed f �� L/ /f /, I,el :^_^��'�'=IL ` Date M f Application Approved By l/f�1ic //i��� �' Date Application Disapproved for the following reasons: Date Permit No. 9 7 y 11r Issued 3 _ Date f _ XaNO.' j THE COMMONWEALTH OF MASSACHUS s7T5 ', FEE /Dv BOARD OF 'HEALTHOF ' G -VV[ira ivn for Bisvo,s �y,itrm Tonstrnrtion Prrmit w1tio isi ere S e f ermit to [ sta I.(p) or Repair/Replace ( ) an Indi�dual ew�e Disposal System at: Cl t r : r 0 ocalitm�-fAddress 0,Lot Nu. 11�wocr Address Designer or Installer Address. Type of Building Size Lot Sq.feet Dwelling—No.of Bedrooms Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building '-No.of persons LP Showers ( )—Cafeteria ( ) Other fixtur„_s Design Flow JCS gallons per person per day.Calculated daily flow.. 33� gallons. j ' Septic Tank—Liquid capacity 500 gallons Length 'to" Width Width -I. '''=ro Diam t r' Depth Disposal Trench—No. 4 Width) 3/Z Total Lengthc;1s1 Total•jcaching area qb lk �A,sq.ft. Seepage Pit No. Diameter Depth below_inlet ` Total leaching area sq.ft. Other Distribution box ( �' Dosi}f tank Percolation Test Res uJt� Performed by(-4 �' t L ate - f'-c�•' i Test Pit No. 1 G minutes per inch epth of Test Pit I Wf`! I If Depth to gro�unJ water y Test Pit No.2— minutes per inch Depth of Test Pit 1 N 1 jDepth to ground water 'Description of So' D"- `� DULL' <'clCc � d"-off Nature of Repairs or Alterations—Answer when applieable\ ( Date Last Inspected ' Agreement:—The undersigned agrees to install the aforedescr-ibed Individual Sewage Disposal System in accordance with the fprovisions of TITLE 5 of the State Environmental Code.The undersigned further agrees not to place the system in operation uritil a Certificate of Compliance has been issued by the Board of , a t Lt � Signed 2 ��fi c-� 1101F / /, n Date Application,Approved By �&.44 4 � / 12V 2 t Date Application Disapproved for the following reasons: Date Permit No. 9 7_ 11-5- Issued,.• "� L/ ? - Date ---- _--------�_._ ---- ���— ----.--a.-----...,_,..... _ _ _*-- �_.--i — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH l C�rr#ifir�#r of C�nm littnrr THIS IS TO CERTIFY, That the On-Site Sewage Disposal System installed ( ) or Repaired/Replaced ( ) on y for at 7?D I /00.i, io 5` ,F,;R has been constructed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the applicatiorr1br Disposal System Construction Permit No. 9 -1 - / 3 dated _3 ~ -)-y ' 9 V3 Use of this system i conditioned og,compliance with the provisions set forth below: THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE j SYSTEM WILL FUNCTION AS DESIGNED. This Certificate expires on .'' DATE x " f Inspector Dale Date i i 1 No. �r r 3 THE COMMONWEALTH OF MASSACHUSETTS FEE j R0-4-01 ali6' BOARD OF HEALTH i �i,s,pnstti ��s#rm (�nn,s#rur#inn �rrmi# Permission is hereby granted to i to Construct or Rep it/Replace ( ) n On-Site Sewage Disposal System located at street 'I as described on the 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. All construction must be completed within three years of the date below. �;" Board of Health•F DATE FORM 1255 (REV.4/95) H&W HOBBSB WARREN TM PUBLISHERS - BOSTON THIS FORM APPROVED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION f t ` _ i i I I I . ' � I I I I I I I I I I I I I 1 I I I I I � I � . I I I I I I I I 1 I I I �. i I I 5 I I I I _ �� I I i I I I I I I I 1 I I I . I � I I I I I i I I I I I I I I I I I I I d I I I I •� I I I I I I I I � I I I � t I �� I I I I � I I � I I � I I I I I I I I I I i I I E I I I 1 i I I I �. I I I I 4: .� I -.-__ t �-.._ TOWN OF-BARNSTABLE Of /0//0/11 LOCATION La-47? &t d V% s7' PJ5 SEWAGE # xVILLAGE C_Cx76 r 4 �/�AS.YSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 12 ea t �,P I :SEPTIC TANK CAPACITY f�S�1� LEACHING FACILITY: (,1 s,6Q (� Ci (type) ~� (size) � � 6"ia� a NO. OF BEDROOMS f BURZWOR OWNER fpo&Ag\��' PERMTTDATE: .:��y„Ln COMPLIANCE DATE: r7.�` Separation Distance Between the: did("Re AA I 50CX✓✓,A'(- L kA-n be._- in Maximum Adjusted Groundwater Table and Bottom of Leaching Facility —D 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 byfly j i I . 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L L ------- -- - - - --------- ---------------------------------- - ---------- f [lfl]FIB 11 fl] �+ ALI FT I N LEFT ELEVATION V SCALE: 114' • r-o' O WINDOW SCHEDULE KEY QTY DESCRIPTION MANUFACTURER/SIZE REMARKS A 13 DOUBLE HUNG ANDOPSEN 2452 $ 1 DOUBLE HUNG MULL ANDERSEN 2452-3 C 4 DOUBLE HUNG ANDERSEN 2652 D 2 DOUBLE HUNG ANDERSEN 2432 E 18 DOUBLE HUNG ANDERSEN 244f. F 5 DOUBLE 44UNG ANDERSEN 24310 G 4 AWNING ANDERSEN AW251 CASEMENT I ANDEFtSEN C35 z W � , 0. (LB= IC;HT ELEVATION SWEET SCALE: 114' 1'-0' A�d JOB: 0301 DESIGN BY:RYCON DRAWN BY: KW z oC6 ---------------------- 000o E � A � ®m . FRONT ELEVATION REAR ELEVATION . SCALE: 1/4" V-0" SCALE: 1/4° . P-0" O wINDON SCWEDULE O KEY QTY DESCRIPTION MANUFACTUREWSIZE REMARKS A 13 DOUBLE HUNG ANDERSEN 2452 B . I DOUBLE HUNG MULL ANDERSEN 2452-3 C 4 DOUBLE HUNG ANDERSEN 2662 D 2 DOUBLE HUNG ANDERSEN 2432 E 18 DOUBLE 14UNG ANDERSEN 2446 F 5 DOUBLE HUNG ANDERSEN 24310 G 4 AWNING ANDERSEN AW25t I GA9EMENT I ANDERSEN C35 TEMPEliMD - - � O a ® ® w uu RIGHT ELEVATION LEFT ELEVATION .. - SCALE. 114" ..1'-0" - - - _ SCALE: 1/4° . V-O° - SKEET . AA JOB: 0301 DESIGN BY:RYCON DRAWN BY: KW I 20'-0' 3'-& V-o' 2'-V - 8'-7' 2'-6' 2'S' T-7• '.ram• - O ® m BENS ABOVE DEter . 84 AtiV TA fNH 6065 MR fpVN BCSpe RAL11b in B _ b ® A BEAtt ABOVE p � O "44 6mb APLR a O Yg111 FAM O CIPT BUILT IN 1 _ AQ A � 0. 2ft -— - aw ISLAND - n DN 2II ate. ---------- �1 1WL Fmm ------------ \ W 3'-b 1/4''. -9 Im m - %' I Igo 2a \ I I KITCWEN \\ \J o STUDY .o i FOYER SEAT IL w ----- --I-- -- - P'6 I 2A I. a I I s 2A CARAGE 0 30' o� arx� a CL Z %• 0 \ Q _ � 0 S'-b' 2'-a T-7• IA'-8' - _ at SHEET 14''a 2W-a Ile A4 JOB: 0301 FIRST FLOOR PLAN 9 DESIGN BY RYh UAI R. I•A• - II_n. A _ 20-d Ai4'-O' e la-o' la-o' 2r-y 22-d \ / m COVERED R qn. \ F"4 W&S AwLR/ it (/' MASTER I BED,DRQOM O � o b I / UN. WALK-I!(CLoeer .. A5ATW #224 e // 9'-10 I/4• 6'-9' ® W-4 1 g 18'-4' I � 1 Cl) I // 2A v BEDROOMi!3 /' -- 4 f 216 2f a O MASTER BATH 0 26 \ / 2A 2�/ I / / V I A I I j. I I' 9 BEDROOM 02 2� j e 2'6 o Q I 2� GUEST �M4 2IL '7v VI F � . 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PaQn ®, ... . 0 - =15TING GARAGE FOUNDATION o - -. . . -. ._... -:. ..... . .. .. . p . - o A i' ^ ,\ . . . , - <; \ /� %� \ \\ \\ \\ �� '=ice \\ \ .\ice i \ \ . .I I � I I . . . . � . I . �I � � �� . , �!!! i m'-0' 1 . \ i >.;. i � ; 20'mD�o9B' i m G \\ i i \ `\ -< . - , - CONGS[TL P1q!T1T. : \ - \ . - � I . . F P pJJJ .O _ H \ \\ amp _ \\ ,< ---------------- _-_ _---0 --- \\ \ \\ Fu- eeo F If^ \\ \ �A>zoGE \\ \\ . \ - - -, .0- u'-3' W-2- q'- \ \ \ \ \ \.. \ \ F .. . \\ . \ � ® Q \ -I .' \\r \\ 'S i�� i- o i ., i '�\ Ini \ i..: i� \ i G \ ' \\ /�i �i q.. . - \ :.\ i ::^ -, \ i 'i . ', . \\ i i Alk 5NEET . . . :. _ _ _ rya . FOUNDATION Boa: 0301 . SCALE: 1/4' - 1'-O' . DESIGN $T:RYCON • I �// L, NUTEO. _ f.{f.• I :I it I' I' I �F'� � 11' &TEEM EEIA,;PLV3N AT MAUSTIIR SUITE PLWR 1 -y_ - ! � I I ' i Ih II I � r R30 FG. 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A 63,_d ao•-a ._d a-a w'-o• 3'-0• 5'-d T-b' 0'-T Y-b' 2'-5' 7'-7• 3• 1 AS''O• I� 1 b 0 A m M Y BEAM ABOVE DECK SOM a . ? b yyyFFFGGGyyy��� � � I4•Ld b°60 A'R F61N so" b Q ® 8 8 ® b A A 3 -_--- BEAU ABOVE 1 O � rHN1�a/1PLR n PLi I (q GPP70NN. FAM LY ro �� 0BUI d CAIN BINETS I b 70 0 P- DININ 1 e a 1 ``p�`� � ❑ v � (` o OO 4� a 6'kb' 181.Ndp PUL A — IL I®® ------------ P1 IN w•_7 3'-6 I/.{• E:-9 9/ _ I®® b'-b•4uTE \ I®® 2A \ I I KITCWEN \\ a 1 STUDY i FOYER o m \\ s f^——J 'EAT 9•i• di V NIAL I o 2A IL 41w2p awl I ga b O O ®b \\ IN \\ O I a v 2A b GOYER I \\ G Q `e\ GARAGE a� ac IL \` ® V fL COX t 0 0 o Q �•-d b'-a ..v-la b'-d •r-e• a'-b' r-o• r-�• _ w•3' p'O SHEET A4Id-d 59'-O• 7-•M ta'-o' 'y;•d d'd JOB: 0301 �. IRST F�ODR PLAN 9 DESIGN BY:RYCOt t A i p 21'-0' II•-W' a-2' T-7• 101-21 A'3° 0 isCOVERFM ROOF D= O \ FYiI68 APLR c L"TASTER IBEDRCOM 0 � ® � o F O E �a i UN. K"In Moser BATH st2 p ip� M / I , 2A ®-10 I/4° CD B'-q° 6'-4 I Ip'_�• p o 0 2* v =DROOM ri3 m 8-0' 5'-4• Za 2A V Y 2A �p N OO MA5TER BATH 8 3'-d 2� \ 0 \ // I 2i 2A I N p d �/ro s" all I \ I BEDRI O M it2 2�` I 6 2A q 2A G o p GUE5T 1 ® BATW 2- i pc :z F e GUEST SUITE D Q b CL ov s 3'-a' a'-O• 3'-O' µ•-d 14,-d 2W-O• Q ok y,d o_ .� O E 0 �„d A5 L. �"d �A SHEET e d SECOND FLOOR PLAN JOB: 0301 SCALE: I/4' - 1'-O• DE51GN BY:RYCON • �, C01� �� a N l UZI EXISTING (EXISTING DECK.ABOVE) 5 ]. WOOD DECK Z 11 5 2&-9 2&-G• Vd 1 I PROPOSED 12'9UDER 4 W4- 61 I'THICK CONC.fOUNWT10N SIB'ANCHOR BOLTS IO-3` 9'•I I4'-O°ON Bx I G'CONNN.POaMG. 3'S'n I!4'PLATE WASHERS3GUIDE FOR SPACING(TOP AND BartOM OP WALL LL OPOST UP ALIGN WRH OGSTIN6 PULL WAW STF.. SLIDER O CANTTMVEK PLOOR JOISTS I( lOT9 y (3)LVL 1 3�Mb(11 718' r3 I(�— •— — —— I �f15TING ON FDNOq;, III OF BXBCRAWL IAWER Md1Ll • m III WALL i i E SPACE 4 1111 F I NEW R $III LOBBY Q 84 FULL FOUNDATION I B4 '�� ti � � I g III et FROP0500 t I I xO xO( ^III o Itl MASTER I N 5'THICK CONCRETE 9U8 FLOOR —� �0 oNc7Au cDMFACreo• BEDROOM I GRANUAXBASe AUGNwrtneXlBr, o� H2 0lll --_--_--+ Y \'1 CSIB STRAP-LOOPOVER III (VERIFY ANGLE) 111 I m I AROV OSEAMS O vill III�TUP TO RIDGE ( EXISTING Y III , PROP. 1( FAMILY ROOM (vewPYANGLE) (3)2X10 FLUSH GIRT 1'-1O" CLOS. I '-�� 3'-2 U2' 8'-4" I g_2• 8'-7 I/2' &- 1/2^ NVERT `:S• \ POST ON b POST UP POSTING b A III Q • 3Vt°IALW COLUMN ON ' WINDOW\ nI P IIF 2 i I T a THIC M 24"X 24°XiK PAD ' O 1 \ LIP' PROPOSED (TYPICAL) NOTE; �s e^ O I o�= \° NOTE: i'. 41 a M.BATH 2° 7e b j VERIFY ANGU'. 4 \... AND SEIBA:.K LINe '.'r VERIFY ANGLE4 ' \ III U R i0 1 AND SETBACK UNE /XKING 4XIPOST — —— ——— — — — — O - 2 1-0. OP ( - UWLL AND GROUT 44 BARS TOP AND BOTTOM 7'-5° SF9' 2'-0• 4'-O° TO eXLiTIN6 FOUNDATION (TYPCAU S'1 EXISTING S B STUDY �j PROPOSEDPROPOSED y .•"I _ -�"• 5 - t MASTER BEDROOM / BATH ° ;, MASTER BEDROOM / BATH D FOUNDATION PLAN FLOOR PLAN' (2f axe Z z H to F C -c LL b_ #' EXISTING H Q I- Z 2 P C u ON 2X7 RI OE a R ALL tEQI)IRE )L IL 1 14° C A AD TI NAL R C RE) O / a � 1 J I- ®�� ,j W o 4 m 1a a I o. WINDOW AND EXTERIOR DOOR SCHEDULE o KEY MANUFACTURER ITEM NO. CITY 57YLE ROUGH OPENING REMARKS i�1 0 —— I / / A ANDERSEN 2452 3 DOUBLE HUNG 2'-61/&X5'-47/8• 4009EWE5 B ANpERSEN 2032 1 DOUBLE HUNG 2'.2 1/6•X 3'•4 7/8• 400 5ERIE5 C ANDERSEN PNG 12OG 11 4 1 12'5UOER I I'9 3/4°X 6'1 I° ik 400 SERIES U ,);.. D REUSE EXISTING I V-9.51.10EK SEE EXISTING E ANDPlt9[N MATCH EXISTING I DOUBLE HUNG SEE EXISTING MATCH EXISTING O. ~ PROPOSED P ANDERSEN MATCII EXISTING i DOUBLE HUNG see EXISTING MATCH FISTING DATE: 02/06/2015 . ; G ANDERSEN RUE EXISTING SEE EXSTIN6MASTER BEDROOM BATH SCALE: AS NOTED F R A M I N G P L A N a * MATCH HEGHT OF EXISTING SUDEK DRAWING#: t. Al - 5 t COTUIT ALMY PLACE GENERAL NOTES: ..(NOT CONSTRUCTED) - 0 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED By,THE LOCAL L►1 O BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Q a OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ti I LOCAL RULES AND REGULATIONS. f , 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR D O TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE O_ DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. LOCUS 5. ALL ELEVATIONS BASED ON NGVD DATUM. ,t `� \ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �O ;, ;i \ s5t9� HEALTH THE CONTRACTOR FORCPROPER INSPECTIONS DURING CONSTRUCTION.IFY THE LOCAL OF ` 0 , t 7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER SUPPLY. y O� 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED �P ' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. O �; �% 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �J \ THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING G� �j ' PARCEL ID: CONSTRUCTION. 0 % j 10. EXISTING 4 BEDROOM LEACHING SYSTEM TO REMAIN. LOCUS MAP ; \ 73/008-002 � 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION p PARCEL ID: ,t m �'\` r" ; I �y�\ � 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY LOCUS INFORMATION 73/008-001 ; I sS� AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY ; I 1 PLAN REF: 394/56 AREA=1.33 ACRES I I �%\ I LAMP 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. TITLE REF: 20628/193 ' i 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 1 * PARCEL ID: MAP 073 PAR. 008-001 15. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPECIFIED) ZONING: "RF" FLOOD ZONE: "x" - 11 N COMMUNITY PANEL: 25001CO543J DATED:07/16/14 ` •I , `'� 0� EXISTING 4 BR LEACHING It I TP �'O 1 LOCATION PER TIE CARD SEPTIC SYSTEM I p RESERVE \43_?S� ;� gip• 42.2 UPGRADE PLAN LOCATED AT: IN 01 PROP ADDITION TO LEACHING i `'�� BM: TOP EF WALK L 42.6 791 O L D POST ROAD 0 TO ADD 1 BR FLOW \ r ---____ .; yyAT F , LAMP Q o o ;-- -- I COTUIT MA. %ADD NEW DB-5 H2O D-BOX W/ �` --- ---,'_ -_.--_ ; `� 1 ! PREPARED FOR ASSOC. PIPING removed old box) ,,_ . --- - __ �`� C 4�3 N ----J` s `' '� �.. '. JA� . % ERIC KINSELLA 42.3 ,� \`'�o 17APLE n �� I W LAMP OCTOBER 23, 2014 A t PARCEL ID: 42.5,; W 1 /A 9ss\`` rn 73/27 �- `:, '//A`9'L�>------ 'I NO �;tJ ��` OF '�qv M �` '`••�_ . ,P\ % --' EOP39.94 0nk7z�``� 9�y 42.9 NIX DARREN M. GARAGE �� ) 42.6 %` �� E -a, /. (slab) / J ��� O No O i. /i/ PORCHST ♦� '9j F �9 'yj, `4ITAR�a� �V, . SCALE: 1"=20' / i/ice • . . / ♦ ••••-• �j'- 9 e 9,P /// i/////� ♦♦♦♦,••100'FRBA K LEGEND �'o HOUSES #791 i PER pO1FA. WE A os O�sJ MEYER & SONS INC. PROPOSED CONTOUR ��J TOF=42.64 ASSOT,PLA 06�07�p6 �1O P. O. BOX 981 ® PROPOSED SPOT -GRADE �� PERM y --gg -- EXISTING CONTOUR 9� ; �% �� E. SANDWICH, MA 02537 PH: (508) 360-3311 + 96.52 EXISTING SPOT GRADE J FAX: (774) 413-9468 W— EXISTING WATER SERVICE SURVEY REFERENCE: meyerandSOCIStItle5@gmaiI.com TEST PIT PLAN OF LAND, DATED 06/02/09, BY STEPHEN J. DOYLE, PLS SHEET 1 OF 2 J 1699 i f 1 4 T.O.F. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS - r NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE i FINISHED GRADE (42.3) EL: 42.64 F.G.EL: 42.5 F.G. EL: 33 F.G.EL: 42.5 .0 i MAINTAIN 2% MIN SLOPE OVER LEACHING AREA A' i 2" OF 3/8" DOUBLE WASHED _ TOP TANK=EL 40.1 STONE OR FILTER FABRIC DOUBLE WASHED"STONE A 6" 4" SCH 40 PVC A LLit0„I TEE'S ARE TO BE 14 I 0 S= 1% (MIN.) ®®®®®E3®®®®® 4" scH 4o PVC INV.38.62 .2 EFF. DEPTH ®®®®®®®®®®® INV.38.92 INV.38.451 q' 3+1 = 4 X 8.5' j 4' GAS "PROPOSED DB-5 EXIST. INVERT BAFFLE ' TOTAL EFFECTIVE LENGTH = 42' .,.....•.., .. ..... . .�•. .• DISTRIBUTION BOX INV. 39.17 I (H20) INV. ELEV.= 38.30 EXIST. 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ��� of �gssq� BREAKOUT OUTLET TEE AS MANUFACTURED BY o� DARKEN M. �Gn ELEV.= 39.30 TUF—TITE, ZABEL, OR EQUAL M TOP CONC. ELEV.= 39.30 N� 41 ���� EXIST. INV. ELEV.= 38.30 ®®� ®® �� NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 1 ®®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®® 2) D—BOX SHALL BE SET LEVEL AND TRUE TO �EcisTo ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX 4' NITAig( BOTTOM EL.= 36.30 5 FT. 4' ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN � l a 310 CMR 15.221(2) 1 ' EFFECTIVE WIDTH = 13, 3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK SEPARATION 6.10 FT. WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE ' DAMAGED, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE 'EL: 30.20 GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER) SOIL LOGS P#: 8834 DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BRS EXISTING + 1 BR PROP. = 5 BEDROOMS TOTAL DATE: JANUARY 23, 1997 ADD 1 BR FLOW TO EXISTING 4 BR (3-500G CHAMBERS W/4' STONE ALL AROUND) SOIL EVALUATOR: CAPE AND ISLAND ENGINEERING DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) WITNESS: GERRY DUNNING, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 5 BR DESIGN FLOW: 550 G.P.D. GARBAGE GRINDER: NO (not designed for garbage grinder) SEPTIC TANK: 550 gpd x 200% = 1,100 gpd, USE EXIST. 1,500 GAL. SEPTIC TANK Elev. TP—2 Depth TP-1 Depth ( Elev. DISTRIBTUTION BOX: ADD DB-5 (H20) 42.2 0" I 42.3 0" B ! B LEACHING AREA REQUIRED: (550)/0.74 = 743.24 S.F. LOAMY SAND " I LOAMY �0 ADD ONE 1 500 GALLON PRECAST' LEACH CHAMBER TO 3 EXIST. 40.70 C 18 ` 40.30 c 24" 500 GALLON)CHAMBERS W/ 4' STONE AROUND (421 x 13'W x 2'D) MEDIUM MEDIUM SAND SAND BOTTOM AREA: 42' x 13'= 546 SF 1GYR 6/6 10YR 6/6 SIDE AREA: (42 + 13) X 2 X 2 = 220 SF TOTAL SQUARE FEET PROVIDED = 766 vs. 743.24 REQ'D DESIGN FLOW PROVIDED: 0.74(332.50 S.F.) = 566.84 G.P.D. vs. 550 G.P.D. req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 30.20 144" 30.30 144" 791 OLD POST ROAD, COTUIT, MA PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Kinsella NO GROUNDWATER OBSERVED System Design and Topography Plan by: SCALE DRAWN I MEYER&SONS,INC. N.T.S. DMM PO BOX 981 EAST SANDWICH,MA 02537 DATE CHECKED SHEET NO. 608-3622922 10/23/14 DMM 2 Of 2 S Y'S TEM PROFIL E NOT TO SCALE TOP FNDN. FINISH GRADE EL . `�-� Q y FINISH GRADE OVER FINISH GRADE FINISH GRADE OVER DIST. BOX OVER TRENCHES -�'%- °•o°'° SEPTIC TANK Ap 12" MAX, .•b' •G•'a•.Ap;Q.'::Q•o•,p•'c+•,o•,/.P.bf by d,� , .o � OUTLET PIPE LEVEL TOTAL LENGTH OF TRENCH a.a•0 3 ° a FOR 2 FT. MIN. d•O�p� .4 .� - :p' 0 0�• •a. "• .. :o .A; •o •d. �y. . .. .o A. b, ��� C• oo t�. :o •pqp• ,G r 3 _ ae �:' QQ, 0:j4 e°do C. I. OR PVC TEESE rc . ?c1;TC� 0 $ e c18 a ol J. .1500 GALLON -5-' O.o•p BSMT FL . ;o':o;o s a. DISTRIBUTION.�T. O O./ EL ° ' 9° INSTALL ON LEVEL BASE PRECA S T CONCRETE 500 SAL L DN DR�✓lV EL L S ��____--_ -------- • o.pp eopa'e :o;'V.A.G.:a 6.�;Q•,.�•, :� •tea H- /0 REINFORCED o• b� :�a.:�4.•O v`�b�p•'�•p,11'4�p�1•.�0.{i•.D'o,�•vQ1i�O�ip�DPpO;b�Q �4' 4b�Q: SEP TIC TA NfC TRENCH SEC TION INSTALL ON LEVEL BASE NOTE.' EXCA VA TE TO ELEV. '"% OR LOWER TO REMOVE ALL IMPERVIOUS MATERIAL BENEATH THE LEACHING AREA 4" DIAM. 12" MIN. REPLACE EXCA VA TED MATERIAL WITH OF 1/8"-1/2" CLEAN CLAY FREE SAND o ' :da ;�, ' o°c' be;a,:'p;• •�►j:g� WASHED PEA STONE 3/4" - 1-1/2" WASHED � oo CRUSHED STONE s GENERAL NOTES TRENCH WIDTH r 1. ALL EL EVA TIDN.' SHOWN ARE BASED ON NG VD NUMBER_OF_TPENCHES__ 1 2. ALL PIPES IN 7HE SYSTEM MUST BE CAST IRON NUMBER OF DR YWEL L S 2 , l OR SCHEDULE 4C, ,PVC, OSSER VAS I CAI l`T'.L d ..3 3. THE BOARD OF hEAL TH MUST BE NOTIFIED WHEN CONSTRUC710N IS COMPLETE PRIOR P-8834 TO BA CKF,IL L ING PERCOL A TION RA TE.' 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED <2 MIN./IN.' BY THE BOARD GF HEALTH AND CAPE 9 ISLANDS VI TNESSED B Y.• ot/o fi 1 e-/vv 0� Ale^? So, z SURVEYING CO., INC. �� GERR Y DUNNING � :,,n , .r a 2,s 5. MA TERIAL S AND INSTALLA TION SHALL BE IN - - ---- --- -- T------ COMPL LANCE WI TH THE STA TE SA NI TARY BARNS BAD. OF TEAL TH DESIGN DA TA CODE - TITLE V""' - AND LOCAL APPLICABLE DA TE.' ✓AN. 23,L1997 RULES AND REGULATIONS 7N rt� '°`-<=._ LOT 1 (HSE. NO. 791) OLD POST RD. o tip. yam. NUMBER OF BEDROOMS 3 6. NORTH ARROW IS FROM RECORD PLANS AND t� o ��r� / IS NOT TO BE USED FOR SOLAR PURPOSES �u,, s M �� sc ,n GARBAGE DISPOSAL NO 7. FLOOD HAZARD ZONE C (NON-HAZARD) DAIL Y FL ON 330 GAL . B. WA TER SUPPL Y_ TOWN WA TEA zy< SITE 6 TOPOGRAPHIC PLAN SEPTIC TANK REO D. 1500 GAL . SEPTIC TANK PRDVIDED 1500 GAL . L OCA TED IN LEA CHING REGUIRED 330 GPD /I/I�</i u,tiy rry v` GAG /If/cr/i c•r,-r CO TUI T - BARNS TABL E - MASS. s, Mr 4, PREPARED FOR SIDEWALL AREA = 152 S. F. 152 S.F.X 0. 74 G/S.F. = 112 GPD. ROBERT TURNBULL BorroM AREA = 329 S.F. PLAN NO. 012797 SCALE.' 1 30 �T. LEGEND 329S.F.X 0. 7 GIS F. = 243 GPD FILE NO. 47OCC DA TE.- JAN. 27, 1997 L EACHING PRO VIDED 355 GPD D-61 791 C PP47POSED ELEVA TION DRA WN B Y: HP --yam -- EXISTING CON TOUR SZ'IVGLE FAMILY RESIDENCE G CA PE G ISL A NDS ENGINEERING OB,3ERVA TION PIT 133 FALMOUTH ROAD SUITE 2E ® DISTRIBUTION BOX r MA SHPEE MASS. PROPOSED SEWAGE DISPOSAL SYSTEM — __ _ ,� .• PREPARED FOR o 01 SE13 TANK ROBER T TURNBUL L L 0 T 1 (HOUSE NO. 791) OL D POS T RD. RE.5ERVE AREA CO TUI T - BARNS TABL E MASS. 9, a' PIPE INVERT EL EVA TION ' a ref , DATE: J M , d 9 97 PLOT PLAN .tip CAPE 6 ISLANDS ENGINEERING �--� N SCALE: 1 "• 73 ,, " SCALE AS NOTED 133 FA MOUTH ROAD — SUI TE 2E LAND MAP SEC PCL LOT HSE G�' P`L AN NO. sar z tR 7 MASHPEE, MASS. i 1 1 t i i Ceda N n O 9 Z o Eaeole Way oc; Qe coo Pond So x� ° WFo� gan Held _ Sa 'Rd. /ff�s North •+ F^`yMn Pa�n�lsab�. ,.Point y�fsQa o" Isabella ay $k op„ Sc a� O O• H c� Q D 46.2 s e fat Old own a `� " 1p Ors,s n�7t�.a Landing - wY /P�Q\� Ste. owe// zoo� King,-- _v a IT 1E s 'e L POIQt $ u 0b - d 9 G 46A6.s ''• � - 1 �• d ISLA D 45• OLD POST ROAD -avood \ 11 ewl" and d. co1-- SO \o d ap 46.1 ice S�. Krc \ �' G yS c, 45.-- • . e Tams ap 43.7 \ c „ GRAND O J lak TION AnBCFS Ayd a nd s aST.� Oys,e Point o MF CLU West' 45 A=975.00 a Rd.i•WtCvtuit a CIS AND eD ( a� m`WOFd?. ER d a Pull°n A-69.34 A� 0 45.5 one �kso 9y B¢ s ; _0 �. .�� BLS} l A p cod PO Or. Cheah 45.6 44.0 � 0 ^ a ti � 9 P Q, and 36.e I Lu ��L U 43.7 45.8 p �`. CL, ,,, 39.0 b wt �►nr� SOO O / 4 3 .9 41.6 ! \" L 49.5 �, h - �; I39.7 46.4 NO TE.' 43.7 ��4J. 45.4 aid i U TOPOGRA PH BA SED ON NG VD 42.P/ nr ` A � � 3 � � a for10-" e A- \` y rt ;.P N �t/7 ll, �� � \ Cam•...,-! i� � I�..�� - � 4 L 45.7\ �Q \4P.t � i \ \. at42.4 � 0 \ x \•� C A s\ \\43.9 Ito 36.7 \ - .9 \ 'a w - \ P bl bld \ / 14.1 2 1► 9- �1 H 4P.4 \ cnr w 42.3l2 DAVID �4 .7 3 �.,�it N 'y �o CHAftLES SANICKI j \ 36.4 `- .2 V 41.-1 28085 1 g eb 0 � /moo. \' �FC1$TUQ�� 1.3 y VAL L?r ,34 3.,. tob.._.\ {'; %1-.... -... -_ -. _ - - _ l/ /F'fr-�,►'}-. i-t�L-t:,-•.c.y - - 34.6 tab 36.9. _ 42 �' \ �'•c� bld at At? 27. a \ at 25.6\ \ x�.! �t 41 36.5 bld 4.3 bob ` S t ho ? LOT 1 (HSE. NO. 791) OLD, POST RD. eo9 �C . \'` `\' `�`\S F t \ a 'd.9 IOC 1 1 0. tog b 2- tob .3 t Rog tog2•0 4 \\ -z v a aA SITE & TOPOGRAPHIC PLAN S bob . \ .. � �� ��ao z ;�� ► �► L OCA TED IN 3 bob y r \\ tl h CO TUI T - BA RNS TA BL E MASS. x -� ti S+� ao9 .1 P.2 bab �� ",N PREPARED FOR •- 1 - - ROBER T TURNBUL L tog PLAN NO. 012797 SCALE.' 1 "=30 FT. I-t- FILE NO. 47OCC DA TE.' JAN. 27, 1997 <` D-61 791 C DRA WN B Y.' HP 30 20 10 0 30 60 CAPE & ISLANDS ENGINEERING SCALE IN FEEr 133 FALMOUTH ROAD SUITE 2E MA SHPEE MASS. I TOP OF FO UNDATION EL y '� ' "'T A NDA RD VOTES GROUND SURFACE EL___ GROUND SURFACE EL--q------ MIN 1) THIS PLAN IS FOR THE INSTALLATION OF A SEPTIC SYSTEM OUTLET PIPE LEVEL , 2) ALL INSTALLATION PROCEDURES AND MATERL4LS SHALL CONFORM TO 310 CMR 15.000, ?kL` /rIVWRONMENTAL CODE, - FIRST TWO FEET 3 - VENT REQUIRED '� `'� u TOP EL TITLE 5, AND THE TOWN OF �LZ,�1�T 1 '9� SUBSURFACE' DISPOSAL REGULATIOR'S. LIQUID I,F.VF,I MIN 2' LAYER DOUBLE WASHED 3) NO DETERMINATION HAS BEEN MADE' AS TO COMPLIANCE' OF A VA1i4rVLF PROPERTY INFORMATION WITH RECORDED DEEDS 10" D-90X , 1/3'- 1/2' STONE OR ZONING REGULATIONS_ INVERT EL 14"' c -- _ a __� ram- -�. - 4) TOWN WATER SERVICES THIS PROPERTY. GAS BAFFLE AT OUTLET INVERT Ll �?' '.� 1� • c �. 3 r ' l= = ' '�---� �. SIDEWALL 5) THERE ARE NO KNOWN PRIVATE WELLS ON THIS PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM e" SMNE BAS IN EL 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE, WITH ONE COVER OF THE INVERT EL �./ 5,)o f 720 � SEPTIC TANK BROUGHT WTfHIN 6'" OF GRADE. D - Box �j� ,�} 6� L 3/4'- 1 1/2' DOUBLE 6" STONE BASE INVERT EL (Typical) INVERT EL L�' �'^^h� /� /l 5a �� WASHED STONE 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY C �' '� UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION /, SOO Gal Septic Tank 'y wry Sra'ut=f �� �- BOTTOM EL PUMPING OR REPAIR. 16" + (Typical) EL L 7' B) NO DRI VE WA Y, PARKING OR TURNING AREA, OR OTHER IMPER VIO US AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION BOTTOM OF TEST HOLE SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED. ' 9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION EOXES SHALL BE PLACED ON A 6" STONE BASE S - TO ENSURE STABILITY AND PREVENT SETTLING. 10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. - 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. \ 12)--ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AjVD SHALL BE CAST-IRON OR SCHEDULE 40 PVC. 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED. 14) IN TEE AREAS OF EXCAVATION EXISTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS. �. 15) IF SOILS ARE ENCOUNTERED DURING THE EXCA VATJON OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM PROPOSED ADDITIONAL LEACHING FACILITY THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING. \ \ \ One 24" deep concrete chamber Exlsting 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. Water Line \ �,�. \ with 4 0 stone on sides & end P rr \ ti ;s Existing t Leaching h Facility ty i Test\ ..,�.. 1 \ pit #1 �— 1.. : ..�. Two 24" deep concrete chambers L 1 \ 1 Y with 4' stone on sides & end O (See As-Built Card •, 11�/ DESIGN DA TA �,a s_ I N Lot 1 \ 'L \ \ T Ex, w/Brd of Health 1� \ �o `S r Al � Upland 53 000E S . Ft. on � � V" DEEP OBSERVATION �\ Wetland 5,OOOf Sq. Ft. �NV �/, \ \ \ �, ,/ Assessors Map i3 S � S Number of Bedrooms. `� HOLE LOG Garba e'' Grinder: Test Hole #1 \ Total 5B,OOOf sq. Ft. \\ \ \ \ Parcel 008 00' � Design Flow: q y o p eo soil soil sou \ \ \ l v DrCnr ?R) Horizon Texture Color Test l ' \ (110 Gal/BR/Day x Number of BR) (USDA) (Mansell) / I V \ , \ Pit#2 4y V� � Septic Tank: qo �7 f3 (,DA r' /0"'A 5/�, St EXI5 ng \ 101 1 o 1 Existing Flow(Minimum = Design ow x 200%) CL+` ' �j��N�J t,� , �1� �. 7, � \ ` 1, 500 Gal Leaching Area: —BO 1 � J'� 5'' f p 3 F,> 2 �2t,pc,,•��,� �2o P� \� y� S— Tank Sidewall: Co aF> td. ,Ar. T j �)Q(�f1 ' _ 1 \ Il (See As--Built Card _ 42 _ _ _ (ZSide-valls x J3•/� Ft x _z'_Ft) + / 4, Deep Otis Hole Date: \\ ' w/Brd of Health - Y _ O - ' i -�l3 Z Soil Evaluator i i (Z Endwalls x _—__Ft x Ft) / !C>, witnessed By . , u�' V `1 I ryn ry Pero Rate: Z Z i nJ \ ey � T���(a i \ Bldg , / e� / Bottom: Soil Survey Description: CARVER \ Bldg # r 1 ( ----- x — (. 2�, Geologic Material NA ASH �9 i \ 3 3 5� 13 � ) n Depth to Standing Water. NA 40 Depth to Weeping Water. NA t�d i A T 'U , \ Depth to Mot ling(Color): NA TOF El _ ------ \ Long Term Acceptance Rate (LIAR): 0. 74 i Est Seasonal High GW: NA \ / USGS Observation Well: NA Assessors Map 73 - ' Y 40 _ _ _ - _ _ _ _ \ , Leaching Area Design Capacity: 4 h 3 Date of last Measurement NA Parcel ,27 38 - 1 i , _ - \ \ (Sidewall Area + Bottom Area) x LTAR C, (�10 comments c�- 5 — _ _ _ _ Bldg , ` 781 �-o \ ' _ _ - - ~ - - `'� T)AT-LfJ I ' Ey,1S_r1'46 CONOIr104S SP40 tinl Nbaevtj WER£ C.oMPILED FRoM Si`E 4 'ruPoGRARAIC• P(-A#,J By CAPE - - - _ - _ 1 0 _ _ _ _ _ DS t E (a 1)/aTtdD jAd Zl ,R ecig7 � ,q N p IS LAN n�G I N tt(Zl N 1 2 L-LE,/A1-►0tvS ARL U36C 00 NGVTJ 1 WINS 73. (UG F1 T►givS U+' V T 1 t )T tG5 S N 0 V," I-lE RAN M E !✓.. \ APPRv� Ir"`ATE ONLY ANO ARC rc� ( vim! rigid 1N \t�:` _ S 38 J1 40 ,�,j \ � 3 1�l �,�� i 34 _ `fl' PROJECT LOCATION `7 j 1 , 1 ASSESSORS MAP LOT y Q' coo l C�2 ,S7 �16 1 APPLICANT. t7 7- Zoo e5 /� ✓(1C� � L � '�� 'j l � 1 L ►� , . ' PREPARED BY L-' A5StS rf5 rn , OAP7 ' _ i A & M Land Services 3 ; , r A 2: C� L a� 15 Sunse t Dri ve Palz.c �t `7 1 ����g�Uv2 \ , ' ( South Yarmouth, MA 02664 S __.__. - --.,. I (508) 394-2723 Tim 2 �q c M,a �S ,u `•.." �. FO I rjT �.\ j = ���._ ' SCALE.• / - 2,a DATE.• 5/2 0/O 3 LOCUS MAP REV. to i t /�lcrrr o 5 �0A�Co Lj} } � ^f� 1 ° DWG. NO. 3 a c. 5 SHEET 1 OF Tl A --- -------- -- -- -- - --- �loT --