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HomeMy WebLinkAbout0017 UNCLE AL'S WAY - Health 17 Uncle AI's Way ..,� Hyannis F/R 292 003009 v I� b y f i TOWN OF BARNSTABLE _ ��:JCATION ���1,�a,�E L'S SEWAGE # 4uaILLAGE �/Y$ ASSESSOR'S,,M��AP,,& LOT 2- 000)-66� INSTALLER'S NAME&PHONE NO. 13AIN 7 ' SEPTIC TANK CAPACITY AWJ 190P�C662" LEACHING FACILITY: (type) , � 6�(���� �l' � (size) NO. OF BEDROOMS BUILDER OR OWNER 616&m® . _ PERMIT DATE: — COMPLIANCE DATE: rL}��¢ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � w h 4 No. Ul) L Fee •/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Mig'pool 6pgtem Con6truction Permit Application for a Permit to Construct( )Repair(v )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. %7 I)wner's Name,Address land Tel.No. Assessor's Map/Parcel -2. '-vu3--Uv 12,61016 Sr- 7,11 - 77 Installer's Name,Address,and Tel.No. /�/1e Designer's Name,Address and Tel.No. l Type of Building: Dwelling No.of Bedrooms Lot Size�I 72 -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 ifllJ Type of S.A.S. OC Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E.Pyironmepo Code and not to place the system in operation until a Certifi- cate of Compliance has been issue hisoOli e Signed Date Application Approved by 4, Date --� Application Disapproved for th following reasons Permit No. a U' qqg Date Issued il °' �� f� ro Fee �l TE COMMONWEALTH OF MASSACHUSETTS Entered in computer:""*'✓ Yes .PUBLIC HEALTH~DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS / 01ppYication for Oigozat *pgtem Construction Permit L4 A hFation for a Permit to Construct Repair U rade Abandon ❑Complete System ❑Individual Components PP , ( ) P ( ) Pg,. ( ) ( ) P Y P Location Address or Lot No. /7&4C45At .w Alt avne ' Name,Address and Tel.No. CORO&O - Assessor's Map/Parcel A lg - � �! e J�_�7� p Installer's Name,Address,and Tel.No. 7 A1i� �j Designer's Name,Address and Tel.No./ 1 °�- aFOR S: f' Wig.A-,O' k �7 .oij x�f 1-2,IVE����S� Type of Building: // , Dwelling No.of Bedrooms / Lot Size IV TL"a sq.ft. Garbage Grinder( ) r' 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 ;l` Type of S.A.S. ""•� 1� - Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Fj jron eat,5 Code and not to place the system in operation until a'Certifi- cate of Compliance has been issue his Board .f He a' Signed r / Date Application Approved by mot/ I� Date C_2.3--EY Application Disapproved for th following reasons Permit No. UU t/ `T' Date Issued ���3 0 Y ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance � THIS IS TO CER FY, that the On-site Sewage Disposal System Constructed ( ) Repaired ( )Upgraded( ) Abandoned( )by Aiw/ I at J7 wziz A 5, tt"Ac/ has een constructed in accordance with the provisi of Title 5r and the for Disposal System Construction Permit No. �0 yy dated . �`�9 Installer Designer f The issuance of this ermit ss'all t,Inot be construed as a guarantee that the sVemllf n lion as des•gned.Date t f. Inspector11-v- — —U111' -- --------------------------Fee / UU q;0M,r1 �� - THE COMMONWEALTH OF MASSACHUSETTS x ABLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5po5al *pgtem Con$truction permit Permission is hereby g anted to Construct( :pair(UU grade( )Abandon( ) System located, 27 62 �.5 Ltr/ 4 _ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. �..<., Provided: Construction must be completed within three years of the date of this)Pt Date: A roved b l��� PP Y _. � - . � � l�o � � � � � � � � � _ I � o � �� n � � � � � . � S � � �_ £: �,,� � � � �-- � � � � � , �s � � � � f � � � - , � � , - �, t J c :` �: � E i �- k �, � f . . - { ,. 1 f L U Z �® C a oFF, Ce/L 400-141 Z n z k 7 Ac'-A .400 4111 :z a� � yj SyS�T+ 171 61 de;i:d "ral�rq Y,r * UP t ri VIA Y�� N::,✓�. ���'� 6" 1 � g.t��, °!..n x��3 nh y�h.:y� �t 1`'����" � <. y :$ r r ti 4! " °. tq• '` *�4 .'"$n. � � 'n aid s � '� t 4 I. ,.k j, '"s' �'. �e {aa.,��',x 1� ,ai•2�.,1',. 4 �',�* �,# r .,",$ a• '"n ra via" ,ar ,a, r 1{' ti i�y�r X ,� .}' i s"Ft�. +., ,''s_;`',. 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N4 t--a�y�:� s, g,r + �>i�r•`�+ �§ ! u���a� IS .:aa'' ;�S„��'•-:�4� �L.°�'e�' �S X q+,�f .���y: lac L btv x :.?k § .r atx�""T `"R +,,��fD�''a !!��� 4a.'t .r �'�+^`�•' ssw, ol_ p 44 P x r z F - F b W •.i i' - "7 l2•t •f�7:yh ld e' - - Tl 3= l:.' .& a, n »z .�• a a _:•t; ^ ': '� i FALED INSPECTION r zz,,Z9 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION MAP PARCEL, :O()r os(" LOT TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 17 Uncle A1's Way Hyannis, MA 02601 Owner's Name: Fred Giardino Owner's Address: Date of Inspection: April 29, 2004 EEED Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville,MA 0265S-0049Telephone 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 Conditionally Passes Nee Further Evaluation by the Local Approving Authority ✓ Fa' s r Inspector's Signature: Date: May 3, 2004 The system inspector shall sub�itapy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that 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 P Pg Page 2 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 17 Uncle Al's Way' Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 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 not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. t 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 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 17 Uncle Al's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 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: I 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 17 Uncle AI's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 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 'h day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a.surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for 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.] Yes (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 within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 17 Uncle A1's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 ! Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner, occupant, or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ _ Has the system received normal flows in the previous two week period ? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined ?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up ? ✓ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: 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 15.302(3)(b)]. f 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 17 Uncle AI's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n1a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 1 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: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd 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: Pumped 3 years ago per owner 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 systern.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 2119185-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 17 Uncle A1's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 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 suction line_ Comments(on condition of joints, venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 5" 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: 1000 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 6" 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: 12" How were dimensions determined: Measuring stick Comments(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 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: Comments(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: 17 Uncle A1's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: Apri129, 2004 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.): I 8 • Page 9 of I I OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 17 Uncle AI's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: I - 6' Wx 2'T leaching chambers, number: 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.): The leach pit was full. The liquid was up to the inlet pipe. The bottom to grade was 4.5. The pit was in hydraulic failure. The cover was 2'below grade. NOTE: The pit was only 2'tall. 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 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 17 Uncle Al's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 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. A g �3 Ask i a y 3 3 � 0Z -7y 31 10 Page 11 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 17 Uncle Al's Way Hyannis, MA Owner: Fred Giardino Date of Inspection: April 29, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 10 +/- 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 maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using a Barnstable topographic map and water contours map, the maps were showing approximately 10' +/- to ground water at this site. This report has been prepared and the system inspected and failed 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 system, the inspection and/or this report. 11 �`' i�,.�' C�� ��� r xi�� `���c�a � od,rm•�'yw�'�r s ,!,. �,9 ,� �� � i �.a .� r.. Y. 1. e , •�4 }ita 4 M, a• � i �, t r, s x � y Y " S �' '� ►'gyp a i. ` a l a - { As Le A r{ Or w � e ° •' � ni E `Fl - y 114 . d p ' .' � �- P ve�,� i l a... r't. G w .,ic•^,{{.;,.^"^'��a.+.« �.y. ���•.�,,- = �p a i�w. i.. « w �, � :ii � .� €, `� r- : Ld- �� " _ � r ,;� a � '�!�' ��' } � � � ° � •� x, ,�' a, � .� � �I . � tip; �, , '�"` .�Sy � tfrq,.,�y 4 a. � '' f, � � � �.• .:^� ,r^ ® � � o,�.� �`�t,i °� � t i t� �• � j _ 7,n, —131-m",I wA K . �o- {' 3 fi •f•3 1 � ' s7 �y+xx .' x�,•.1�'f awry" �1qb41, , y ; yy nlP � 06, ' S }f •y 1 S OA x '� ° � `�� � 3` a'�, 'sae ,d.�,'T,- , �'' *�.,': fr• 3 �R x a ' f � t r a ..;� Edl � �9., p"�. �" �,r k� t•o, y _ .,rt� � ( ,.tv., w �.lr {Ty e :"r f• _ ! e:r� ox Lt ri e. r , t�' � � :d y�� mob %7 ey+?iF� ��Gd�y4��y ,{�'• �!J � E .1 f a J d y 1 � ©n+�" w A Al gm <• � h���� � ,; .a i' �,. � � � � �f .fir, ,' ! fi4.,. 'fir a le i , �3 r " 41 y ry¢i i=a y j x g E jYp� m 3 I ' s qx s e. " �f F' 1 x �a A a Town of Barnstable Regulatory Services Thomas F.Geiler,Director MAWsn:Hsra � Public Health Division 39. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desiener Certification Form Date: "t Sewage Permit# D — Assessor's MaptParcel Z R 2-D0 3-c7 0 Designer: Installer: rn c �- Address. Z lnl j{ ,rr���o( Address: _LC) Tom" T� Cs�l4 Lk r`1'� �2(���'7 Ir'lw�s ors l�l�ILA M10- 8 �i1c On -- was issued a permit to install a (date) (installer) septic system at U n c'C.( A4-S w!,:, based on a design:drawn by • (address) - ;n5 ►" � .S dated o '` (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. $tALTH pF�9J' s p 9 c� M�TER T ems• (Installer' ture)' Cf��TFf y t o, 9�Ne•35109 1~ C�srERB� ���!•ENG�N� (Designers Signature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc f TOWN OF BARNSTABLE LOCATION I?y�er �� SEWAGE # - WI VILLAGE ASSESSOR'S //MAP ,,& LOT 11 'U�3-dry INSTALLER'S NAME&PHONE NO. QAIAN/ 514' j SEPTIC TANK CAPACITY---,/e)&o �'— 100 ftne aAm ~ j LEACHING FACILITY: (type) to A/6-5 (size) NO,OF BEDROOMS-1= BUILDER OR OWNER JAH0 PERMITDATE: —COMPLIANCE DATE:__��f'�Ib 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 Peet of leaching facility) 6 Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 4 ' I 2� o +57 � A P �oFIME r Town of Barnstable Department of Health, Safety, and Environmental Services ► 1AMSTABLE, A " : ,�� Public Health Division rFD .tA 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 a Thomas A McKean FAX: 508-775-3344 Director of Public Health March 30,2005 Augusto Netto 9 Wind Shore Dr. Hyannis,MA.02601 NOTICE_TO ABATE'VIOLATIONS OF THE TOWN OF BARNSTABLE CODE &360 20 (I) ANDS170-1 The property owned by you located at 17 Uncle Al's Way, Hyannis, M.A. was inspected on March 21, 2005.by Donald Desmarais,Health Inspector for the Town of Barnstable stable because of a complaint regarding overcrowding. The following violations of the Town of Barnstable On-Site Sewage Disposal Systems Ordinance, §360,Town of Barnstable Rental Property Ordinance §170 were observed: 4360-20 (D: Criteria.for Determining System Repair or Replacement There were a total of six bedrooms observed in the,dwelling (three bedrooms upstairs and three bedrooms downstairs). However, the existing septic system was designed for three(3)bedrooms total only. 4170-1: Posting of Name 'of Owner: Name, address and telephone number of owner not posted on+a twenty(20)square inch sign outside the dwelling adjacent to the main entrance. You are ordered to remove three (3) bedrooms from dwelling by removing entrance doors, by removing the beds, and.by opening all door-way entrances (by partially removing walls) to each room in the basement to minimum of five_ feet wide openings within ten days of your receipt of this° letter. You are also ordered to post your name,address and telephone number on a twenty(20)square inch., + sign outside the dwelling adjacent to the main entrance within twenty-four(24)hours of your receipt of his letter. You may request a hearing before the Board of Health if written petition requesting same is received within seven(7)days after the date the order is served. Non-compliance will.result in,the issuance of non-criminal ticket citations of$100.00 each. Each days failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas c ean Director of Public Health SPIN' INEr Town of Barnstable N �T Department of Health, Safety, and Environmental Services * BAENSTABLE, + 9� "�: � Public Health Division A'ED'A°�A 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health w. March 25,2005 Frederick and Nancy Giardino 57 Blain St. u Malden,-MA.02148 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE CODE §360-20 (1) ' AND070-1 The property owned by you located at 17 Uncle Al's Way, Hyannis, MA. was inspected on March 21, 2005.by,Donald Desmarais,Health Inspector for the Town of Barnstable because of a complaint regarding overcrowding. The following violations of the Town of Barnstable On-Site Sewage Disposal Systems Ordinance, §360,Town of Barnstable Rental Property Ordinance §170 were observed: §360-20 (1): Criteria for Determining System Repair or Replacement There were a total of six bedrooms observed in the dwelling (three bedrooms upstairs and three bedrooms downstairs). However,, the existing septic system was designed for three(3)bedrooms total only. U70-1: Posting of Name of Owner: Name, address and telephone number of owner not posted on a twenty(20)square inch sign outside the dwelling adjacent to the main entrance. You are ordered to remove three (3) bedrooms from dwelling by removing entrance doors, by removing the beds, and by opening all door-way entrances (by partially removing walls) to each room in the basement to minimum of five feet wide openings within ten days of your receipt of this letter. 4 You are also ordered to post your name,address and telephone number on a twenty(20)square inch sign outside the dwelling adjacent to the main entrance within twenty-four(24)hours of your receipt of his letter. You may request a hearing before the Board of Health if written petition requesting same is received within seven(7)days after the date the order is served. Non-compliance will result in the issuance of non-criminal ticket citations of$100.00 each. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF HE BOARD OF HEALTH -Thoma ' s A. McKean Director of Public Health Health Complaints 18-Mar-05 Time: 3:15:00 AM Date: 3/18/2005 Complaint Number: 17980 Referred To: DAVID STANTON Taken.By: Complaint Type: CHAPTER II HOUSING Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 17 Street: UNCLE AUS (? STREET) Village: HYANNIS Assessors Map_Parcel: Complainant's Name: � Complaint Description: CALLER COMPLAINED HOUSE SOLD OVER PRIOR YEAR. WAS A SINGLE FAMILY DWELLING. NOW APPEARS TO BE OVERRIDDEN WITH PEOPLE LIVING IN IT AND DOING WORK ON HOUSE INSIDE. )"l OF 6 IN AREA, ALL BAD") Actions Taken/Results: Investigation Date: Investigation Time: TOWN OF BARNSTABLE LOCATION 0 SEWAGE # VII.LAGE /7 ASSESSOR'S /MAP �& LOT INSTALLER'S NAME&PHONE NO. QkIR/I IIPZ SEPTIC TANK CAPACITY— v LEACHING FACILITY: (type) t� (size) I NO.OF BEDROOMS BUILDER OR OWNER :E9 1-A n0 ." PERMIT'DATE: COMPLIANCE DATE: 144 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet e Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 Peet of leaching facility) a Feet Edge of Wetland and Leaching Facility (If any,wetlands exist leaching facili Feet within 300 feet of 1 ) r 8 h' Furnished by r e a TRA p load elf, t TOWN OF BARNSTABLE LOCATION I Un G�,Q,; (S WAY SEWAGE # 14VA,11IS ASSESSOR'S MAP & LOT acla/3 INSTALLER'S NAME&PHONE NO. FABLED INSPECTION SEPTIC TANK CAPACITY UUb LEACHING FACILITY: (type) Pl G'W X a T •(size) NO.OF BEDROOMS BUILDER OR OWNER TIC, C' G/�r��� O 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 leachin facility) 7T, r Feet Furnished by /t TG yn r D/� SIC lrJ 9j W � � � it w � w b !,I � � D 7S" W � � 0 � — a. - a ICO�CATION � SEWAGE PERMIT NO. 1 I , 4 S VILLAGE I N S T el, LER'S NAME a ADDRESS �,B U I L D E R OR OWNER DATE PERMIT ISSUED -. - /? -- DATE COMPLIANCE ISSUED � � Iq - 3 �� t 3 � . �-- � ��. .� ._..� ,4; LEGEND s� I gg PROPOSED CONTOUR °i EXI5TING SEPTIC TA `� i i 99 PROPOSED SPOT GRADE ROUTE 28 (TO REMAIN) � \ ' TOP OF TANK EL.=98.83 �' "� O INV.(OUT) EL.=97.5± ��,� \ �� � ---1 10___,. EXISTING CONTOUR a t 110 EXISTING SPOT GRADE = 3 i Sr TP BENCHMARK: ' TEST PIT 1 • � P � �`` STRIPOUT EXISTING UTILITY SERVICE c =TOP OF CONCRETE (SEE NOTE I I) �RT. COR. STAIERWAY Ads w(w—water, OHW—Overhead Wires)EL.-99.45 (A55UMED) �' A EXISTING S.A.S. + BENCHMARK LOCUS O BE PUMPED, FILLED W/ t E1d<1d9e �� y Ave' SAND AND ABANDONED) Nip I,WA41\ 144.12 ti,., �' LOCUS MAP N.T.S. TP I` o os Q I l , PROPOSED PUMP CHAMBER \ I I. DECK I GENERAL NOTES: L,l Ln — _ 31 15�. --�{ _ 03 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL -11� BOARD OF HEALTH AND THE DESIGN ENGINEER. N (S13 �`. 0. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS rn W J I T �'�, OF' THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE o w — �_ � BEDROO ..�,._.,_, Q, '�, _rr��., LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR — N_ w,,.: TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE E I ...._..... °„fu ;'........... ,,,.,.....,, DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. EXI5T. WATER I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. APN 292-003-009 (APPROXIMATE) - 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF (LOT 9) I DIRT I\A HEALTH FORTHE CTOR OR OWNER TO PROPER INSPECTIONSDTIFY URINGHE LOCAL CONSTRUCTION. OF , DRIVE 1 I ,742± 5F I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I 141 .28' I ) 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. • 112511 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED gro TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. _�,...�.- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE' PAVEMENT = THE LOCATION OF ALL UNDERGROUND .UTILITIES, PRIOR TO BEGINNING ' CONSTRUCTION. ' 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SC S NCLE AL'S WAY IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3,). � �P��� O F MAssgcy PETER T. G� PROPOSED SEPTIC SYSTEM REPAIR/UPGRADE Mc IVIL 17 UNCLF ALS WAY, HYANNIS, MA o CIVIL s NO. 35109 Prepared for: Frederick Giardino, 57 Blaine Street, Malden, MA /ST� �Q Engineering by: Surveying by: SCALE DRAWN JOB. NO. 11, SS/ONAI r":4 Engineering Works HOOD SURVEY GROUP 1"=20' P.T.M. 61-04 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET NO. Forestdale, MA 02644 Sandwich, MA 02563 f Z 1 (508) 477-5313 (508) 888-1090 7/8/04 P.T.M. 1 Of 3 i .. Ff I F(EXISTING)DATION NOTE: TOM PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:100.0 FOR A DISTANCE OF 15' AROUND THE: F.G. EL: 102t F.G. EL.=101-102 PERIMETER OF THE S.A,S, EL.99,1 F.G, EL.99.4t F.G. EL.99.4t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA • 36"MAX. COVER • PROVIDE 20" RISER W/COVER OVER 15' x 30' LEACHING FIELD W/3-4" • INSTALL RISERS OVER INLET & OUTLET. OUTLET PIPES SET LEVEL q + TO WITHIN 6 OF FINISH GRADE PUMP TO WITHIN 6" OF FINISH GRADE I OVER FIRST 2 FEET ,�cH 40 PERF PVC DISTRIBUTION LINE_ L =7'(MAX) ENDS TO BE CAPPED a. L =15' ® S- ) 4" SCH 40 PVC q0 P 6' = 1% (MIN. 6' EFF. 2, SCH DEPTH 4' SCH 40 PVC �PMN iffifflR� SLOPE OF PERF. PIPE = 0.5% INV. EL,=99.35(END) e ® S=t% (MIN.) FORCE I -I EXISTING 30' EFFECTIVE LENGTH EXISTING 1000 GALLON INV.=97.5t 24" INV IN9 74 a:. SEPTIC TANK PUMP 0 F 12" ( ) INV.ELEV.=99.50 I1 7.20 e" INV.=99.57 SOIL ABSORPTION SYSTEM (PROFILE) INSTALL NEW OUTLET TEEja INV.=98.95 TEE SHALL NOT EXTEND N.M. BELOW FLOW LINE GAS BAFFLE TO BE INSTSALLED ON 1000 GALLON PUMP CHAMBER ' OUTLET TEE AS MANUFACTURED BY 2" LAYER OF TUF-TITE, ZABEL, OR EQUAL (See Pump Detail, Sheet 3 of 3) } 1/8"-1/2" DOUBLE r _ BREAKOUT ELEV,=100.0 -- WASHED STONE • t PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND TRUE BOTTOM ELEV.=98,85 3/4"-1 1/2" DOUBLE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED WASHED STONE STONE BASE, AS SPECIFIED IN 310 CMR 15,221(2). 3' 4.5' 4,5 3 5' MIN, ABOVE BOTTOM OF - SEPTIC SYSTEM PROFILE u T.P. EXCAVATION OR G.W. 15' EFFECTIVE WIDTH :I ADJUSTED HIGH G.W. EL: 93.8 SOIL ABSORPTION SYSTEM_(S TIQN) N.T,S. t: N,r.9. SOIL LOG DESIGN CRITERIA � PETER T. N.rs. MGENTEE CIVIL DATE: JULY 7, 2004 NUMBER OF BEDROOMS: 3 BEDROOMS No. 35109 -6 SOIL EVALUATOR: PETER T. McENTEE P.E. SOIL TEXTURAL CLASS: CLASS I PSIE������ INSPECTOR: NOT REQ'D—CLASS 1 SOILS DESIGN PERCOLATION `RATE: 2 MIN/IN �/ONA I I DAILY FLOW: 330 G.P.D. O I Elev. TP— 1 Depth DESIGN FLOW: 330 G.P.D. -71 � I N II GARBAGE GRINDER: NO t� 101.2 A LOAMY SAND 0 SEPTIC TANK: 1000 GAL, CAPACITY (EXISTING) 2.5Y 4/2 8 PROPOSED PUMP CHAMBER: 1000 GAL. CAPACITY I N I 100.5 B LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.9 S.F. 2.5Y 6/8 _j 98.7 30„ .74 15L � 'Cl SILT 5Y 6/3 98.4 � 34" 15' x 30' LEACHING FIELD Wf3-4" C2 SCH 40 PERF. PVC DISTRIBUTION LINES 11 T 1 93.8 ADJUSTED 89" BEDRQ� OP BOTTOM AREA = TOTAL AREA: 15' x 30' = 450. S.F. E # ME SAND DESIGN DESIGN FLOW PROVIDED: -0.74(450) = 333 G.P.D. 2.5Y 6/3 89.9 STG. H2O 136" PROPOSED SEPTIC SYSTEM REPAIR/UPGRADE 89.7 � 138" 17 UNCLE ALS WAY, HYAN N I S MA STAND1NG G.W. C� 136"/ l Prepared for: Frederick Giardina,. 57 Blaine Street, Malden, MA S.A.S. LAYOUT PERC RATE <2 MIN IN. //�� Engineering by: Surveying C" HORIZON) SCALE DRAWN JOB, NO. by; G.W. ADUUSTMENT=3.9' (ZONE D) EngineeringWorks HOOD SURVEY GROUP N,T,S. P,T.M. 61-04 N.T.S. 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET NO. (AIW-230—JUNE 2004) Forestdole, MA 02644 Sandwich, MA 02563 (508) 477-5313 (508) 888-1090 7/8/04 P.T.M. 2 Of 3 r rl INSTALLy' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER WITH WATERTIGHT JOINTS, WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON NEMA 4 JUNCTION BOX CORROSION RESISTANT BUOYANCY CALCULATIONS CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED HOISTING CABLE 7x19 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE 1/8" DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT PUMP CHAMBER 2 BALL VALVE w/ UNIONS SCH. 80 PVC BOTTOM OF PUMP CHAMBER EL.= 92.7 GEORGE FISHER CO. MODEL NO. 560 HIGH GROUNDWATER EL.=93.8 4"SCH. 40 2 SCH. 40 DISCHARGE TO D-BOX " BUOYANCY FORCE PER FOOT OF DEPTH:. FROM TANK ALARM ON EL: 94.95 2"SCH. 40 TEE w/ CLEAN-OUT CAP 5.5' x 8.4' x 1.0' x 62:4 Ibs/cu.ft, = 2582:9 Ibs ft INV.(IN) .,PUMP ON EL: 93.95 MAXIMUM DISPLACEMENT = 93.$'-92.7'= 1.1' EL: 97.20 PROVIDE 1/4" WEEP HOLE IN DISCHARGE MAX: UPLIFT PRESSURE = 1.1' X 2882.9 Ibs/ft = 3171.2 Ibs. PUMP OFF EL. 93.62 24' PIPE FOR SELF-DRAINING FORCE MAIN WEIGHT OF EMPTY PUMP CHAMBER = 8806 Ibs. 12' 2" BALL CHECK VALVE SCH. 80 PVC PUMP CHAMBER a 100 P.S.I. FLOWMATIC MODEL No. 208S 8,806 Ibs > 3,171 Ibs O.K.. BOTTOM OF ELEV.= 92.7 pRQVQE 2- WIDE ANGLE FLOATS:_ 2" SCH. 40 PVC DISCHARGE PIPE FLOAT N01: PUMP ON/OFF (BARNES 073618) BARNES SE411 PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) 2" DISCHARGE PASSING 2" SOLIDS DOSING_ 8c STORAGE REQUIREMENTS DAILY, FLOW: 330 GPO PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT DOSING REQUIRED: 330Y-i-E4/DA 82.55 AN GADLLLONS/CYCLE THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 DISTANCE REQUIRED BETWEEN PUMPON AND PUMP OFF FLOATS: 82.5 GAL/CYCLE _ 250 GAL/FT = 0.33 FT/CYCLE PUMP D ETAI L STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS A� N.T.S. STORAGE PROVIDED:INV. EL: 93.95 _ STORIAGE EL: 97.20 PUMP PROVIDED O 3.25' XN - 250 GAL/FT 3812.5 GALLONS I 8 I I 19 L, I J J i 7 1/2' I- - - - - - - - - -I 3-5" DIA, INLETS 5-5" DIA, OUTLETS LET A W/FORCED NTEE 15 1/2' 2" 4" GRAVITY PLAN 4" Dia, Inlets 4" Dia. Outlets OUTLET(TYP.) 4„ , 8' �� 6 ,5"O O 30 1/2' FILL SIDE KNOCK-OUTS Section WITH MORTAR Top View 67.5" 63.5" 54.5" 48"Liquid Level 51.5" (TYP.) DISTRIBUTION BOX 3„ N.T.S. L -1 W-0,5" r 5'-2.5" I �F SAS SECTION A-A � s SECTION 8-a �`��� q�yG EEngineeringWorky POSED SEPTIC SYSTEM REPAIR UPGRADE o PETER T. McENTEE NOTES: o CIVIL 17 UNCLE ALS WAY, HYAN N I S, MA 1. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. No. 35109 red for: Frederick Giardina, 57 Blaine Street, Molden, MA 2. 1000 GALLON CAPACITY (H-10) by: Surveying by; SCALE DRAWN JOB. N0. 1 OFFS gWork4 HOOD SURVEY CROUP N.T.S. P.T.M. 61-04 1000 GALLON MONOLITHIC PUMP CHAMBER ssiield Road 18 Rouke 6A A 02644 Sandwich, MA.02563 DATE CHECKED SHEET N0. 5313 (508) 888-1090 7/8/04 P.T.M. 3 of 3 N.T.S. , l3FdNDATION NOTE: TO PREVENT BREAKOUTS THE PROPOSED TOP OF (EXISTING) FINISH GRADE SHALL NOT BE < EL:100.0 x; FOR A DISTANCE OF 15' AROUND Tait F.G. E : t02t F.G. EL.=101-102 PERIMETER OF THE S.A,S. ,,F.G.EL.99.1 t F G EL994: F.G. EL.99,4± } MAINTAIN 2% MIN SLOPE OVER LEACHING AREA � i 38"MAX. COVER 5' x 30' L F6QHING FIELD W/3-4 PROVIDE 20" RISER W/COVER OVER OUTLET PIPES SET LEVEL INSTALL RISERS OVER INLET & OUTLET PUMP TO WITHIN 6" OF FINISH GRADE i OVER FIRST 2 FEET H 40 PERF. PVC DISTRI� ITI jy �,IN S + L = 40 ) ENDS TO BE CAPPED .r TO.WITHIN 8" OF FINISH GRADE � 4" SCHH.40 P C a L =15' 2 g0H 40 0 S= 1% (MIN.) 6" EFF• 4" SCH 40 PVC INV. EL,=99.35(END) a 14 ® =13� (MIN,) �nRCE I SLOWOFERF. PIPE E= O.EsX. Ir EXISTING W� 24 D-eDx �" r EXISTING 1000 GALLON INV.=97.5 PUMP OI`l " IN�MIN),.74 30' EFFECTIVE LENGTH ,a,;,.,.:,• SEPTIC TANK U p ,2". INV.ELEV.=99,50 INV,=97.2Q g". INv.=99.57 SOIL ASS,QRPT10N-SYSTEM (PROFILE) INSTALL NEW OUTLET TEE TEE SHALL NOT EXTEND INV.-98.95 , BELOW FLOW LINE GAS BAFFLE TO BE INSTSALLED ON 1000 GALLON PUMP CHAMBER OUTLET TEE AS MANUFACTURED BY 2" LAYER OF TUF-TITE, ZABEL, OR EQUAL DOUBLE (See Pump Detail, Sheet 3 4f 3) BREAKOUT ELEV.--100.0 -- WASHED STONE ' .PUMP CHAMBER & D—BOX SHALL BE SET LEVEL AND TRUE 3/4"-1 1/2" DOUBLE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BOTTOM ELEV.=9$,85 WASHED STONE STONE BASE, AS SPECIFIED IN 310 .CMR 15,221(2), 5 3' 4,5 4,5 3 ' MIN, ABOVE BOTTOM OF ? T.P, EXCAVATION OR G.W. 15' EFFECTIVEWIDTHSEPTIC SYSTEM PROFILE • i' ADJUSTED HIGH G.W. EL: 93.8 SOILAB 0 PTION SYSTEM (SECTION.) N,T.s. MT.B OF SOIL LOG DESIGN CRITERIA PETER �4„P�1� T. o N.ts MrENTEE CIVIL DATE: JULY 7, 2004 NUMBER OF BEDROOMS: 3 BEDROOMS No, 35109 SOIL EVALUATOR: PETER T. McENTEE P.E. SOIL TEXTURAL CLASS: CLASS I INSPECTOR: k NOT REQ'D—CLASS 1 SOILS DESIGN PERCOLATION `RATE: 2 MIN/IN IONA tJG�� I I DAILY FLOW: 330 G.P.D. 1 I lev' TP_ 1 Depth DESIGN FLOW: 330 G.P.D. I I GARBAGE GRINDER: NO I 1 01.2 A LOAMY SAND SEPTIC TANK: 1000 GAL. CAPACITY (EXISTING) 82� �'+� II g I 2,5Y 4/2 PROPOSED PUMP CHAMBER: 1000 GAL. CAPACITY I I 1 q0 5' B LOAMY SAND 8„ LEACHING AREA REQUIRED: (330) = 445,9 S.F. I N I 2.5Y 6/8 _ _ J 98.7 C 3011 .74 1 SILT St ., _ 15' 5Y--'� 6/ 3 34" 15' x 30' LE_ACUING FIELD W13-4° 98.4,' C2 _ I r SCH 40 PERF PVC DISTRIBUTION LINES d 93.8 ADJUSTED � — 89" BOTTOM AREA = TOTAL AREA: 15' x 30' = 450. G.F. MED.-COARSE .. .-COARSE # - 2.9Y 6/3 DESIGN FLOW PROVIDED: -0.74{450) = 333 G.P.D. 89.9 STG. H2O 13s° PROPOSED SEPTIC SYSTEM REPAIR/UPGRADE as.z 13$" 17 UNCLE ALS WAY, HYAN N I S MA STANDING G.W. 0 136 Prepared for: Frederick Gigrdin0, 57 Blaine Street, Malden, MA S.A.S. LAYOUT PERC RATE <2 MIN/IN. (. C HORIZON) Engineering by: Surveying by: SCALE DRAWN JOB, NO, G.W. ADJUSTIOENT=3.9' (ZONE D) EnpineeftWorks HOOD SURVEY GROUP N,T.S, P,T.M. .61-04 N.T.S, 1 12 West Crossfield Rood 18 Route 6A DATE CHECKED SHEET NO. (AIW-230—JUNE 2004) Forestdale, MA 02644 Sandwich, MA 02.563 ` (508) 477-5313 (508) 888-1090 7/8/04 R.T.M. 2 of 3 1 . I LEGEND °^s& s gg PROPOSED CONTOUR L EX15TING SEPTIC TARK 99 PROPOSED SPOT GRADE ROUTE 28 (TO REMAIN) Ii EXISTING CONTOUR Rd TOP OF TANK EL.=98.83 O —110 INV.(OUT) EL.a97.5 � � j 110 EXISTING SPOT GRADE BENCHMARK: ®� - r TEST PIT TOP OF CONCRETE (SEE NO UT ° (SEE NOTE I I) W EXISTING UTILITY SERVICE " ° RT. COR. 5TAIERWAY a ° uncle Al. w EL.=99.45 (ASSUMED) � - (W-Water, OHW-Overhead Wires) ,: .� BENCHMARK LOCUS EX15TING 5.A.5. , IIdr1d9 O BE PUMPED, FILLED W/ s pve• AND AND ABANDONED) Naa 1 WA I It 144•j 2 � LOCUS MAP N.T.S. TP : . O O w I I CHAAAMABER I �1 DECK I 1 cn . GENERAL NOTES: L,1_ C° 3I' cn N W 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED 8Y THE LOCAL Y BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS W ( T { OF OCTHEAL RSTATULES AND ENVIRONMENTAL REGULATIONS. ODE, TITLE V, AND ANY APPLICABLE ° B�EDROO w L�` --,., - N , { 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR E # I : -._ TO DESIINSPECTION SPGN ENGINEER. TI D APPROVAL BY THE BOARD OF HEALTH AND THE 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN I ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. APN 292-003-009 Vfxi5T-WATER5ERVICE { `. LOT ✓/ (APPROXIMATE) - ( 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 I OIL THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF l { HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. DIVE 11 ,742± 5P I { 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 141 .28' { I \ 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. { 9. ALL-AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN'OWNER AND CONTRACTOR. 10. IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE' THE .LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PAVEMENT C(} CONSTRUCTION. G 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS NCLE AL,S WAY IN THE AREA BENEATH AND FOR 5 Fr. ON ALL SIDES OF THE (3,). AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 2553). PROPOSED SEPTIC SYSTEM REPAIR/UPGRADE • o PETER T. MCENTEE 17 UNCLE ALS WAY, HYANNIS, . MA CIVIL N No. 35109 Prepared for: Frederick Giardina, 57 Blaine Street, Malden, MA /SZ�RE� �� rY Engineering by: Surveying by: SCALE DRAWN DIE SS�%Ah G� Engineering Works HOOD SURVEY GROUP 1"-20' P.T.M. 61-04 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET NO. Forestdale, MA 02644 Sandwich, AAA 02563 (508) 477-5313 (508) 888-1090 7/8/04 P.T.M. 1 Of 3