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HomeMy WebLinkAbout0081 PITCHER'S WAY - Health 1 Pitchter's. Way Hyannis A= 289-002 0 TOWN OF BARNSTABLE LOCATION ( � "�'`�� ( -� SEWAGE # � 4- VILLAGE , d % 5 4p ASSESSOR'S MAP & LOT '0 INSTALLER'S NAME&PHONE NO. -I L AZI— SEPTIC TANK CAPACITY > 6 Ev � f LEACHING FACILITY: (type) ) l 3 ` (' 4ize��` L' e , NO. OF BEDROOMS BUILDER OR OWNER s i PERMITDATE: ,al—�s COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility C Feet Private Water Supply Well and Leaching Facility (If any wells exist Y- . 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 i. r n„ j z -� G� r ^� I TOWN OF BARNSTABLE LOCATION SEWAGE#_= �,WILLAGE � ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. D,_%as A lkwtsa Lc t SEPTIC TANK CAPACITY ( )—,10 LEACHING FACILITY.(type) MuYL . W (size) t C9)(S G SC-( NO.OF BEDROOMS�3 OWNER PERMIT DATE: i COMPLIANCE DATE: 4/9 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 St J - _ r r No. .L-Nq 0,6 - 3O'� Fee 1 0 THE COMMONWEALTH OF MASSACHUSf'�T T�'.� Entered in computer: PUBLIC HEALTH DIVISION ,TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0ppgicotiou for Mi9;po5a 1 *p5tem Cott5tructiou Permit Application for a Permit to Construct(VI Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.B+ tC`1 t°t j `( Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name, Address and Tel.No. / Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building kr2o s ke� No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min..required) 3 ac gpd Design flow provided 3-5'1 gpd Plan Date 7/Jfi/�� Number of sheets Revision Date 7 - A&— O 8 Title Size of.Septic Tank / Type of S.A.S. C'I1GiMb�;5 y 10SC Description of Soil 0.6-A /_Q 4-461 Nature of Repairs or Alterations(Answer when applicable) �%N-je last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this of ealth. Signed Date -7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. ZOO Ls 3 O Date Issued 7 q , �f '�,. � r �.," `., �� f t �'..-'ohs€ j:. , •�.,.., .�-- .« -fir:'.. `'.: .... ... t f..._ _. ... L [t 2.�o f�,.'s 'No. �C'#'� �' lit �'`� � � Fee A.' � ---T�I�E•l✓O,�AIIMO�VIptiEALTH OF M,�.SS�cHUS �TTS�`�,�.r�: Entered in computer: Yes PUBLIC HEALTH DIVISION,TOWN OF BARNSTABLE,.�MASSACHUSETTS / Application for Th6po at*P!gtem--Cqn,5truction vcr—mit, Application for a Permit to Construct(V) Repair( )I Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.81 t IfchPrg WQ Owner's Name,Address,and Tel.No. � �er�• {z Assessor's Map/Parcel ��la�a . Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. `' Sly 5 bra sob-��Gn- S �t-ri Nye 7717 SCJ)- Type of Building:x ;. Dwelling No.of Bedrooms 3 Lot Size 412 %!5 sq.ft. Garbage Grinder ( ) i ► 1 Other 'Type of Building kC2 0 zo r� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) n _ gpd Design flow provided 1315H gpd Plan Date 71161t20 Number of sheets t Revision Date ' - le— Q P, Title _K Size of,Septic Tank 1,45QD Type of S.A.S. t^hambej lox r IIv Description of Soil S z a 7 Nature of Repairs or Alterations(Answer when applicable) JNJea����y "&U) -�X*-1 e 5- 6�tx ca`e!.MA Date last inspected: W Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of { Compliance has been issued by this_Board oard of Health. + — t Signed °° i/' //��� Date v- Application Approved by % e_ Date 7 /'7 Q�� ' l Application Disapproved by: Date for the following reasons v f 4. • Permit No. Z U G 5 e Date Issued 7 ? a€+ 4 _.:ter - - y---- —w v_— ---T� --- - ----.---- --- --- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance I THIS IS TO CE�R—TII�FY,that the On-site Sewage Disposal System Constructed (v-) Repaired ( ) Upgraded ( ) Abandoned( )by t -,999�i.. at 9/ /'r l Cq f�y w e 11 L/�.1�.Q'�f�G has been constructed in accordance ' with theerovisions of Title 5 and t`h/e for Di posas' 1 System Construction Permit No. Z 0 0,5 — 2 D ( dated Installe .�tX)o c, A 2N (nt�o tad Designer",;K-1-r—t ' a. v #bedrooms :'3 Approved design-flow gpd gpd The issuance of this permit shall not ,e co ued as a guarantee that the system will funds=�`o`FaYd, gned. Date � � ��� Inspector �.. No.—�U �� .� '. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mi!gpotar � otCIII �ow6truction Permit +ermission is hereby granted to Construct (t/ ) Repai�Vl%-VAII ) Upgrade ( ) Abandon ( ) System located at /Q� �fCl1 f�S Wz `/ 5 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 pe rt. Date 7/ / 7 / 05 Approved by �. / r L Town of Barnstable �ftNE Tpy, Regulatory Services Thomas F. Geiler,Director MCAB . Public Health Division q'iOTED3.�p Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 �Date: 1 Sewage Permit# 1'00% 2 0t Assessor's Map/Parcel ©� Installer&Designer Certification Form Designer: . �I.,� �►�ee���„� Installer: D O LL I J t qA- 'q,i�owti L Address: �CU� — Address: �V k o\V5 0� I H )A tii �6 Y" P. Cev��,i v 1 02&12 On _ �QUIV615 '42A bt Ae-� was issued a permit to install a (da e) (installer) septic system at c V, based on a design drawn by (address) b m dated `Z my 0 , . "A 0 0% designer v� 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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if require ted and the soils were found satisfactory. pa�H OF 44 30 � c STEPHEN yG� n Cnn ={ staler'siatre) .a Na. 40345 OIST ti. esigner's Signature) (Affix Designer tamp 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:\office forms\designercertification form.doc Town of Barnstable P# �F1METpk o Department of Regulatory Services BAaMSrABLE, : Public Health Division Date y MASS. 039. 200 Main Street,Hyannis MA 02601 �ArfD MAy Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Dis osal Perfonned By: Skh N. A• U LScn I� C Witnessed By: LOCATION & GENERAL INFORMATION Location Address 01 Owner's Name P Gv`o o%Z-1,e . P� 1-rt�tevs (''�`� , t-(�c•nvn� 3 CGr`I S� Address Assessor's Map/Parcel: VA Po rc c I Engineer's Name dK phcN NEW CONSTRUCTION }a_ REPAIR Telephone# 7 7 - SG ' Land Use jc r ai cu-%n j Slopes(%) /' S`fie 1 Surface Stones djek Le Distances from: Open Water Body ft Possible Wet Area R Drinking Water Well ft Drainage Way ft Property Line R Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to(toles) 4. Parent material(geologic) C-nle a t r I D W f-wa S 1,1 Depth to Bedrock Depth to Groundwater: Standing Water in Flole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: — - Depth Observed standing in obs.hole:~ in. Depth to soil mottles: in. Depth to weeping from side of_obs.hole: __ in. Groundwater Adjustment R. Index Well# Reading Date: ` Index Well level Adj,factor Adj.Groundwater Level_ PERCOLATION TEST . Date Time Observatiod Hole# r�_ - 'yy Time at9" U!t 5 In!37 r Dc"jrth of Perc Time at 6" !o;24 /U!37 Start Pre-soak Time n _. !o'.1 0.' L O ��- _L_..� Time(9"-6") ,a. /►++•� End Pre-soak Gh:a,4Ce Rate Min./htch. 1 _ Site Suitability Assessment: -Site Passed- X Site Failed: - '-Ail'difonnl Testing Needed(Y/N) Original: Public I-leaIth Division` K Observation Hole Data To Be Completed on Back----------- s ***If percolation,test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at leastone(1);week prior to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Coni;istency.%Gravel) A � 6"_20'` J� Srk�ov I,.o kin I o re YYI c j ojrn Sawed _ c o b to I t e. 4-e 1Z." 20'-13'Zy C t C9�f DEEP OBSERVATION HOLE LOG Hole#�? _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.°o Gravel .9 Sc,,,.o 4dai" 10 YR S/l/ zbr^l�yr, C Sfvti.+�{ycai Ib Y� ���/ svnall cc.bblc t'Yl cd� SovuO DEEP OBSERVATION HOLE LOG. Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ;(Structure,Stones,Boulders. Consistency.°oGravel) Lod Vic, to 4I'Z 3/3 Shy -- 2y'=90�' Li nlcdwr` Scwa( to Yt2 s/p — srKo�/ coE+L/es C Aled,UM G/8 DEEP OBSERVATION HOLE LOG Hole# y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Graveli Av j5adyLo a rrt /0 12 2A 5-22y 5Ardet koar i 10 y re 56[/.. Flood Insurance Rate Mat): Above 500 year flood boundary No— Yes Within 500 year boundary No?C Yes Within 100 year flood boundary No X• Yes Depth of Naturally Occurriniz Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have,passed the soil evaluator examination approved by the Department of Environmental Protection and-that the above analysis was perfo`r'med by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date )I.2o-U-7 Q:HEA.LTH/WP/PERCFORM ('O-Z000—0-K6 I N/F SCOTT N�vt rRr�mc Z 1 PROJECT BENCHMARK PLAN BOOK 382 1 ORO FND o! �, r NAIL SET IN UP 1 N F HO IN PAGE 47 I ° HELD I / � � 1—FOOT ABOVE GRADE �LOT 1 1 at 1 EL 33.0' TOWN GIS 1 PLAN BOOK 183 1 .�I 1 1 PAGE 21 1 ' ,3 sB I t.t #27DH FD6 7I/ I 1 1 158.48 ... ,, cf� ' d,6 1 4 30,�4 1jOo,O0 .f I �<I 0r E 400.0 3 ,.5 t^ {} ' ,b :' �' 3 .3 ® 29,01 120.00' N 80'30PER 386/37 5 ' FH #4 / % � ,Va TH 1 ,^I a�ytC 3 A•1 7 3ti � 21.52! ,fs -: H #2 1• l � CA 1 A SHED ASSESSORS MAP 2ti9 PARCEL 002 4 s.`3 — J zC)SA w t,Z, cot .,�: 1 3yifi _ ILA ^� o') 42,963 SQ. FT. I c 3'',3 0.99 ACRES �`F ' ; GRAVEL ,r 5.1 3 3 ,4 4 9 J t1` ! DRIVE 2B4O a� SHED _#$76/6H 98 3p F _8,p IV Is -rb Sc�LL _ DH FND ,,;�, G I L_ \ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION FTITLE 5 MAY 2 4 2005 OFFICIAL INSPECTION FORM-NO'I FOR V LT �� 5 ' ENTS SUBSURFACE SEWAGE DISPOS SYS ORM PART A CERTIFICATION 81 Pitchers Way Property Address: Hyannis Port MA p ,AAP ,-Owners Name: Seddal PArRM. ---�� Owner's Address: Date of Inspection:5/17/05 Name of Inspector: (please print) Douglas A.Brown Company Name: Douglas A.Brown Septic Inspections Mailing Address:P.O Box 145 " Centerville,MA 02632 Telephone Number: 508-420-4534 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: X Passes Conditionally Passes j Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature Date: 5/17/05 /0111, The system inspector shall submit a copy 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 a4Comments stem installed 1998 appears to be in working orderatibis time I had to-s-n-a-k-a- in-Jet We tank due fR RIARffiliff from painting materials being poured down the drain d i 66 ris�Yuse at tha ****This report only describes conditions.at s,u�-o - eportct3on does not address how the system will nerform in the L1aftire under the same or different time �use. Conditions o Page.2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: i5 e 'lam` it . Pr ' 63t.- ipn Owner's Name: Owner's Address: , Date of Inspection: 5/17/05 inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X I have not found any information winch indicates that any of the failure criteria described in 3 10 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 Pase'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 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 exfrltration 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 of 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: Obsemation 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 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 f Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) property xddress: 81 Pitchers Way Hyanni Port M owner's'Name: Owner's Address: Date of Inspection: 5/17/05 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 I of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 81 Pitchers Way Hyannis Port Ma Owner's Name: 2 �C�c� Owner's Address: Date of Inspection:5/17/05 D. System Failure Criteria applicable to all systems: You must indicate "yes or no to each of the following for all inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than 112 day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number 4 times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. X AMy portion of cesspool or privy is within 100 feet of a surface water supply or tributM.,to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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.] NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 3 10 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 Systems: 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 Zane 11 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'm 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 Sectipp p shall upgrade the system in accordance with 310 CMR I Page 5 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 81 Pitchers Way H annis Port Ma Owner: S� x Date of Inspection: 5117/05 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No X Pumping information was provided by the owner,occupant, or Board of Health X Were any of the system components pumped out in the previous two weeks ? X _ Has the system received normal flows in.the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X Was the site inspected for signs of break out? X _ Were all system components,excluding,the SAS,located on site? X 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? X 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 X 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)] I S Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:81 Pitchers Way Hyannis Port Ma Owner's Name: Sect Owner's Address: Date of Inspection. 5117105 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design). 3 Number of bedrooms(actual): 3 DESIGN How based on 3 1 0 CMR 15.203 (for example: 110 gpd x# of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): no Is laundry on a separate sewage system(yes or no): no [if yes separate inspection required] Laundry system inspected(yes or no): na ��3_ / /��� Seasonal use: (yes or no): yes Water meter readings,if available(last 2 years usage(gpd))�:!e 3 C5- vv sa) Sump pump(yes or no): no Last date of occupancy: Wk&wrl) COMMERCIAL/INDUSTRIAL: Type of estabiishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): _ Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: 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 X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed if known and source of information: P ( ) 10-28-" 3 P Morin Were sewage.odors detected when arriving at the site (yes or no)? no Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 81 Pitchers Way Hyannis Port Ma Owner's Name: ` Owner's Address: Date of Inspection: 5117105 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: 1811 Material of construction: X 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: 10009al Sludge depth: TRACE Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 0 Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: OFF AS BUILT Comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.)- TANK SHOULD BE PUMPED DUE TO DUMPING OF PAINTING MATERIALS GREASE TRAP:_(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.): i Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 81 Pitchers Way Hj wnnis Port MA Owner's Name: Owner's Address: Date of Inspection: 5/17/05 w TIGHT or HOLDING TANK: (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: eallons/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.): L em "o L C&JCcaSe- Of S0%0 C&(f yrj0e/, PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comment-,fnote condition of pump chamber, condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 81 Pitchers Way Hyannis Port MA Owner's Name: Owner's Address: Date of Inspection: 5,17105 SOIL ABSORPTION SYSTEM(SAS): _(locate on site plan,excavation not required) If SAS not located explain why: as built shows field due to depth not located Type leaching pits,-number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: X leaching fields,number,dimensions: 10 x33x1.2 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.): soil dry at three feet with probe CESSPOOLS: (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: (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.44dress: 81 Pitchers Way Hyannis Port MA Owner's Name: C CCJC Owners Address: Date of 11%% ection: 5117105 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. i �s 6;'t I� 1� X 30 Y i Page 11 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM I INSPECTION FORM PART C SYSTEM INFORMATION (continued) 'Property Address: 81 Pitchers Way Hyannis Port MA Owner's Name: � � Owner's Address: Date of Inspection: 5/f'TIU5 SITE EXAM Slope: S}op-Q. Ad SA-Cfe-k-- Surface water: Check cellar: Shallow,well s Estimated depth to ground water 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: Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: ti TOWN OF BARNSTABLE '� LOCATION R CS C �i�� SEWAGE �" VILLAGE- c,� •�'6 2 ASSESSOR'S MAP& LOT = '0 ,. _ n INSTALLER'S NAME&PHONE NO. ✓d' I -rf- SEPTIC TANK CAPACITY a 6 ®0 LEACHING FACILITY: itype) l® NO.OF BEDROOMS 2 BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: lam Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching:facility)., 30 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I n Q � G fi 0 Q Vv N No. d 7 [/ Fee - Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for 30igo.5al *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Locati/on Address orJot No.Vi/ Owner's+Name,Address and Tel.No. Asse sM� 4 `,( U_ 8l- a c, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. YP /4`&--t� Type of Building: Dwelling No.of Bedrooms 3 Lot Size %AI42°4P 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 I I Size of Septic Tank Type of S.A.S. f U K 3 -3 54- l-�- 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 Titl the Enviro ntal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by=z of HeaW.Signed c Date Application Approved by Date /a, 1-9 - Application Disapproved for tfd folloYving reasons Permit No. 7 h Date Issued No. _ Fee -- ' THE COMMONWLSJ LTFI_OF MASSACHUSETTS Entered in compute: ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS/ Zipprication for Mioponl bpztem Con5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location�sM�ap/Parce ot No. Owner's Name,Address and Tel.No. r' / 4 Assessoa a Installer 's Name, Address,and Tel.No. Designer's Name,Address and Tel.No. d Typ of Building: Dwelling No.of Bedrooms Lot Size 4C e,e 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 , p Size of Septic Tank Type of S.A.S. Description of Soil t Nature of Repairs or Alterations(Answer when applicable) 1 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 f the Environmental Code and not to place the system in'operation until a Certifi- cate of Compliance has been issued by his B ard of Hea Signed4. Date Application Approved by Date Application Disapproved for tQ1 fill ing reasons Permit No. 7 11 j,­Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance t THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Dispos System Co struction Permit No.j-T---711—dated Installer Designer i ,Installer issuance of this permit hall no a co ed as a guarantee that the sys'�ii ill function as de igne . U ` Date Inspector �! /I/? � `r w b €%r r No. Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ti ligonl *pgtem Construction Permit Permission is hereby granted to Construct( epair( )Upgrade( )Abandon( ) System located at �(/ ��� �,( 4y� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: ho --1 Approved by A� 116/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS hereby certify that the application for disposal works construction permit signed by me dated j�- �� 5'� concerning the property located at meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the ma..dmum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14) feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 3 O B) G.W.Elevation +the MAX High G.W. Adjustment. DIFFERENCE BETWEEN A and B / SIGNED : DATE: /6 [Sketch proposed plan of system on back]. q:health folder.cert S r N �� o � o � � Q �o ,� 00 No.------------------ Fee---------'�----® BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicat ion-for Vell Cootruct ion Permit Application is hereby made for a permit to Construct (K, Alter ( ), or Repair ( )an individual Well at: r- Location — Ad — Assessors Map and Parcel ------ — ---- Owner Address r ------------------------------------------- - ---------------- Installer — Driller Address Type of Building 4 VVV Dwelling--� �—------ Other - Type of Building—=---__--____ No. of Persons--- _.---______—_—_—_._____ Type of Well ��-- --_— Purpose of Well.- � �—_—_—_ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signe I lug ------ date Application Approved By. �- ___ __—___— 3 / ®1__. date Application Disapproved for the oil owing reasons: date Permit No. � D 2O—_— Issued----,c A f - —--at----------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THISA TO CERTIFY, h T t the Ind'v'dual W 1 Constructed Altered ( ); or Repaired ( ) bye' )f V ----- _-_-- ------ --___---- installer at_ ,-1 —------------- has been installed in accordant ith the pr visions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --.-----.-_______Dated—------------.- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL F NCT ON�SATISFACTORY. DATE--l/—I-/�r 1— _- Inspector-- -- Fee— 4. BOARD OF HEALTH { TOWN OF `�BARNSTABLE Applicat ion Ar Vell Congtruct ion Permit Application is hereby made for a permit to Construct ( PlrAlter ( ), or Repair ( )an individual Well at: f Location — Address - Assessors Map and Parcel Owner Address Installer — Driller Address Type-bf Building Dwelling Other - Type of Building----_—__—______: No. of Persons--- r( Type of Well YC -- -- Capacity—____.. Purpose of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate.of Compliance has been issued by the Board of Health. Signed— -'� _ _----- _——<5 3!-®� date Application Approved By G---� -- ———— p - date _ Application Disapproved"for the ollowing reasons: date Permit No. d Issued -- date BOARD OF HEALTH TOWN OF BARNSTABLE ` Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Wel. Constructed Altered ( ), or Repaired ( ) by ® i Installer at _ '"�� f C --------------------•-------------------•------------------- has been installed in accordance th the pr visions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well.Construction Permit No. ------------_--___-_Dated------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WIcL�L' FUNCTION SATISFACTORY. DATE___G!I_�l —— — Inspector -- — -------p •___ ------- ------------------------- ---- - I�� i CIA 1 0K BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con.5truct ion Permit H No. zyd`, --0 70 Fee--------- -- �- -r-- Permission is h reby granted to Construct ( , Alter ( ), or Repair ( ) an Individual Well at: Street — as shown on the application for a Well Construction Permit ° No.- �/l.J UCJ © Z 0 _,—_-— Dated------- �) �/ �? - --- Board of Health' DATE _— � g , No-1 1-�f - Fes$..... ................. THE COMMONWEALTH OF MASSACHUSETTS BOARDr_ kv Tloel, h1EALT ..._........OF........•:.. ..... i... - ............................ Apphration for Utspnsal Marko Tans rurttprt Prrntit Application is hereby made for a Permit to Construct (t4 or Repair ( ) an Individual Sewage Disposal System.. at),?. � e .......... . ... atiou- drA.............. .. . ... ........................................... . .. .........er ✓// Address ........... .. .. ............. ........ .......... . ......C.�N....! Installer Address QType of Buildi Size Lot---' feet V Dwelling No. of Bedrooms.............. .Expansion Attic ( ) Ga age Grinder ( ) �-, Other—Type of Building ........ No. of persons.................•.---_____- Showers — Cafeteria 0.' Other fixtures - ------------------- - - - - - -- -Q W Design Flow................... ..__.____.._....._gallons per person per day. Total daily flow._._..__...._ -_.0— ---_--_---_gallons. WSeptic Tank 4 Liquid capacity/gallons Length................ Width................ Diameter........._------ Depth-__----_--_---.. x Disposal Trench— o..................... Width..___... ...~ta1�41,i- .......-• Total leaching area__-___._....._......sq. ft. Seepage Pit No......�__:........ Diameter...! ._ ...............�. Total leaching area._Ca...4..�. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.......-.-___-_-._-___-. " Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 ........................ ---•• --•---------- ---... O Description of Soil------------------- W UNature of Repairs or Alterations—Answer when applicable................................................................................0............... --------------------------------•-------•--------•-------•-------------.....--------...........................------------•----------•---••••••---•-•-•-•••-----•-------------------------...........-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article aI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ............. . Date Application Approved BY------- --e4C - --- ---- Date Application Disapproved for the following reasons:............................................ Date PermitNo................................ ........................ issued....... -l� -`�.�..........----- Date r No. ......... Fn$....... :................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH H .......I.... OF....... 7.4 . ........ Aplif iralijau tur Bi-gposat lVarkii Towitrur$inn Prrmit Application is hereby made for a Permit to Construct ( �or Repair ( ) an Individual Sewage Disposal System at € atio �dess _ f fed Lot o. ... �,.5 ,( Lt..e r: :9f„................. L or.. . ............................................................................................. O r� Address ............ ...... ... .... ................... ........._.....................................................................................•. Installer Address Q Type of Buildi , » Size Lot_._. ` ..f,':_' :` Sq. feet U Dwelling No. of Bedrooms............... ....................Expansion Attic ( ) Gak.A ge Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures --------... W Design Flow.................... t __gallons per person per day. Total daily flow.......:...... .4°-ne_.........gallons. WSeptic Tank- Liquid capacity 4� *allons Length .............. Width ..... Diameter................ Depth................ Disposal Trench—No .................. Width............._._.�_"" otal L-ngth c Total leaching area....................sq. ft. x Seepage Pit No.._ I---.----_.. Diameter. !t; .-'l e l hq ............ Total leaching area l ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by ............................................................... -•_- Date........................................ a W Test Pit No. 1................nnnutes per inch Depth, of Test Pit.................... Depth to ground water.---:-----____-_-_---_-. t� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---__-_.___.____----_._. -----_--•-- --•- f O Description of Soil_______________________ �, t € W = = -------------------------------- -------- •------------------------------------------ ..._._...... U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ------------•-------------•---------•---•-••-----....---.._...-----------------------••-••-••--'-•------••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of:health..':" `. A - '. 1.._ 3Signed " t Date Application Approved BY---------- �:--�,.- - -- --- ------- - -- �'�:. :-4 : . Application Disapproved for the following reasons-................................... .----------------•-----------------'-----•------------ Bate.............. ..........................----------•----------------------•-•----------------------•-------.............---------------•------------------------------------------------•---•----•--------------,..•. " Bate Permit No......................................................... Issued-- ... :. ' �. .... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � .. ........ OF....... f- ; ... ........................ &riifirate of Toutphattre THIS I 0 C RTIFY TXt4ncUvidual Sewage.Disposal System constructed ( or Repaired ( ) by F �... - ---- ----------- ---•'-.._...---............•--•----------------......--------......----........ ,— _1� -• -Installer . ,fi - i has been install in accordance ZStriuction he �r".�tsions of Aocle XI of The State Sanitary ode as described in the z application for Disposal Works C Permit No_____________________ __ _________ dated:__-_.-_P�_ .pZ.�.r.: 7, ------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A' GUARANTEE THAT THE SYSTEM WILL N TIO SATISFACTORY. DATE............... l Inspector._.... •--- -••----•--•-•---------•-........ ...... ........................ THE COMMONWEALTH OF MASSACHUSETTS f BOARD OF HEALT No........... FEE,-- ............... �i rks 'on r$ion rrmi Permission is hereby granted.....,,. ..........In... ... . ...�—� ................ ......................................... to Constru t or Repair ( } an lnfhv idG i Sewa ee Disposal System R at No - .... .. ... ,j , t as shown on the application for disposal t ores Coiistruciioir ) zit No.. . . ... ... ' ated_.__.. % :- u . . wc?' ----- -- :Y^ _.......................... Board of -fealt11 DATE------ ......................................f . FORM 1255 HORBS & ,WARREN, INC.. PUBLISHERS 491-a" 22'-a' o cN CRAWLSPACE >'' .. m (2"CONC.SLAT Lo W �n, Oro ACCESS 0 Co PANEL v STEEL BEAM#5 cQi TYP.2x 4 WALLS W/3 1/2"GATT INSULATION(R=13) THEATER UP ROOM 3'0"x 60' Q F� _ x 31 5' WATER 2W x V8" METER O 610"C.O. • r� 2=}8" � - G (D MECH. "ROOM �. 2V x 8'8" U ... �...,,.. BATH 3'-0 FINISHED 3'-0" BASEMENT 0 LIN. i i i 2V x 66' � ! ! ice! i i ROOM o I ! GARAGE f D -x,-, UP UPI Aij --------------------- Cal.5f7, 00 ig•• SCALE R 1 /4„ 1 0 , DATE . 23 4Y 2 ,.0', 23-C'. f / � �, 6 /17/2` 09r; BASEMENT PLAN DWG. P41 . w Q SMOKE DETECTOR ry 0 CARBON MONOXIDE DETECTOR Al 0 HEAT DETECTOR TOP OF FOLODAIM TYPIC AL Y T S S EM P R 37.43 0 iLE GENE RAL NOTES MW TO 8=2 . i PROPOSED 6'RIIDE 36.5t lam s� MANHOLE FRAME COMM ,� WITHIN rOF c�AOE. AND oo�ERs Tn eE`wATEar>GFrr . .,. t THE !NTENr OF THIS PLAN x is ro vEr A� ExrsnNc ssltTE CONDr110NS AT LACUS IT S E 2. Locus AREA � cDMPRS : � 3 ) m or` . s MAP 289 P 4 40 ARCEL.002 s+� PC naalRl�r §Er .: m ayopt ' rlr w Lac�a s�srbl �a■ Iam . 1/GI�1 1 3' WITHIN 6 OF BOOK 20 1 P G�1DE. RISER 4 AGE 10 AIdD t�O�VQt hD a�i. Cbwr _. ,. BE 1NATER'TiGIfT Zd IFN4 9CH PNC 04�1d10Er OwFiER APPt.ICANT. PETER GROUS'S E •. oNE IS » rr OF ii !i : ,oaleLE IIrION aoRr TO .. - r + . rt r 4 �• 3��.�■.�,.,. CARL`INIIOLR 33.40 S"►REET ._ `` aim �a�a�•3'I:�o wmrN e� ae n I > �./ II� _ oz�58 I PyC L nIr a,r uor�sr ! MA.. W�.�" : PHON LEM .. _ E: sf 7 969 3578 23' 9a1 4a � oS�a' r .I1x an 9N1F1E _ 3. 32.57 BENCH MAW MARK .-ION►N- . OF BARNSt _ r Zr ) ABLE G!S BASE MAP 289 :OlR 32+t0r PRAIECT o BENCH MARK NAIL:'SET 1!N UTi,�,�/•�!� /yy�/•�� /•y,�•��r� tltY POLE 276 O NORTHEAST CORNIfL11�fM�KY ,M�{•IfGIL r MR,•1r16Y ITM - ER1 1 P S .. LAGl1S U f FOOT� ���y�� EL 33.0 J. � N • _ .. • J t � BE" S1bNE. . .. SomENCOt .. ZONI NG AH . . . . THE PFl15TONRc ELEV"' OF t �M FORMATION :. SHALL..` y s t. BE p����.� !�rr1!� <.. -R611n/�GY THE N. . HORQON' AS ���•,,,�r� ZONING a • ,.. NG DISTRICT' M ! V. Sm Cymm SI1 {��. NOTE HEREON. , 0.. BASE . .d YTN AR7�IT TANC LOADNl�1 .. S1't�tlT10N 80X 1l�M20 LOAD MINI MUM- ZON LNG RE'MENTS SOIL REQUI O L ABSORPTION- SYStEM Ra�raloo snsoo at rSAS LEACHING CHAMBER Rrnaroo oe 3 ORt CAL H oouK. ) 20 LOADING).('t`YPI )t G MIN. !AT AREA :: 43 560 S.F.TO BE NSTALLFD ON A LEVEL STABLE �'E O 8E irSTALLED ON A lEVO.SUIBLE BASE ti1S SIEPRC THIN( TO fR: NSPECTED CLEAiED NNNMLLY 3 OUREiS"REIQUNED a' r MIN. LOT PROFIT a M AGE 20 - LOCUSMAP A , Scale. 1 200�011 MINIMUM LOT WIDTH f00 FRONT -SETBACKS 20 10 f0 / / 5. A TITLE SEARCFI HAS;NOT EPTI BEEN: S C SYSTEM CONSTRUCTION N PERr'ORM STE CO STRUCTIO . m FOR OTES. .. THIS IF'•. ) SITE: DETERMINED SOL L06S ,. t FFEED DATE 10%tA!OQ EC, ESSAf�Y A_.r TTTLE SEARCH, SHALL . PERFORMED 1. t BY OTHERS• ALL Y.V.Y•■ COMPONENTS i/r .I RI/ a .. ENTS SHALL IV ACCOR ALLED OAIVCE WITH 'TITLE V:OF THE STATE SANIT 11,4 ARY ao' t. 4.0' �4RNSTABLE CODE DATED 4 2t 06 AS AMENDED THR011GH 4 THE QATE of THIS`' ANY LOCH. R!1lFS N0 Pi�iN OF DEFM6NG THiS Y 6• PROPERTY NIA5 FOUND AT,. THE BARNSTABLE COUNTY REG't1LA , SOIL 110NS APPLICABLE s EVA LUATOR:ALUATOR. BOARD 0 DEEDS■ F HEALTH AGENT. �. , r . ,. r SIEVE W LS N R.S. S D0NAL0 DESMARAIS 2 ANY ro TFIS PUN MUST BE APPROVEID �! wRmNG er THE ENGINEIX ELEVATION noN THE EXIS'tRIIG FEA WERE a�TAauEc TEST PCf ) TEST PIT 2 TEST PIT'3 PIT I�usr NoT BE cHANaEO walnEN PRIOR APPROVAL BY THE oiNGNEER: , FROM AN ON FIELD 'TEST 4 -, SURVEY PERFnI�I? BY BARTER MYE EN6 MIEERMMG dr SURV EYE FROAf AUGUST AND • _.'_ • G.S.E. 36.7 _. -.... _ f4 2a0<L G.S.E. 362 3e' r SE 33.1 :G.S. ,� wHEN� 35 8 a>N�ucrIDN Ls COMP'LETEI) PRiOIt ro <twacFlw ;NC,. iVO'TIFY Tt� BOARD of r�'Iu.TH AGENT AND DESIGN ENS FOR INSPECROW. PLAN F 1 O SOIL AB R COMMUN SO PTtON SYSTEM flY PANEL , 10YR 33 SANDY LOAM. 1 OYR 4 3 SANDY LRAM 1 3 1NEtH NUMB 25000f 0008'D AP OYR 3 SANDY LOA11 tOYR 2/2 SANDY LOAM AP I , Aa ». THE, FLObD INSURANCE RATE MAP 1rnJ AREA P AS IdVE RECAST LEACHING C 4. ALL SANITARY DiSP05�4L SY5'TEM PIPING ro BE 4 SCF�D 40 PVC. tNWESS OTl ;, H G CHAMBER S . » �ERWISE NOTED . NO SGLE AM OF MINIMAL I FLOODING. : r 8. 5• VA ) EXG TE UN.'�JR MA AS ABLE 1ER411. NOTED' ro 1c -TFlE HORII`GV" FOR A HORIZ DISTMlCE OF -I 5 F•- r zo" a B fOYR 5 8 SANDY LOAM B 10YR 5 4 SANDY LOAM B 1 A ! OYR 5 # SANDY L f OAM B OYR 5 4 SANDY LOAM St/ ! RROUNDING LING AND REPLACE-1HE FIELD W11N CLEAN SAND 31O �I`71_i� / / , / ! PER f�'15255 ro THE 'TOP _ �.. �_ ____..,,•_, • srTE rs l�oT WITHIN AN A.r�.Ec. of AREA cRtllGl. ENNW ATIONELEV OF 1HE SAS.- ® C� Od G7SREIS NOT WRMN AN AREA OF » ESTIMATED '_L. HABITAT OF RARE WILDLIFE 20 ELEV 35.0 20 ELEV 34.53 24 1 PER ELEY 3 .1 24 ELFY 33.8 L7 Cam . ® 3' ` O L7 ;'Lo NHE�'_MAP DUNE 2003 "ESTIMATED A FIABiT TS OF RARE'M►►LDU 6. MNS'LiUITE ALL PIPES AGAINST. FREE7�tG AS WHEN FE' � LESS 'THAN 3 OF CbVEI N. C 1OYR 7 WE wrrH MA 3 THE C f 0YR WETLANDS PROTECTION 7 3 ClCi iOYR � `LI � EC110N ACT RE 5 8 C 10YR 1'� I'� C! GLlUTiONS 310 r ! r ! 7 3 © O CMR 10 / STRATim M m. SaND nFlm rna MED. sAND MEDI'uM SAPID STRATiFl m MED. SAND o . 0 0 0 c� 0 s� sYs>EM DE'5IGIi NMC�.UbE cARB� cRINOER ais�osA _______ srrE t LS. ___-•-_---_-- DOES r�crr CONTAIN A CER'TIFIm VERNN. Pool � NtiesP MAP:::DUNE 2003 w coeeLES TO 12 DW. w sMALI. coeeLEs w sMAu. cxOeeLEs w sMALI. COBBLES ._ / / c ERTIFlED 132 » ELEY 25.7 . _ PODLs. f44 ELEV 24.2 80 ELEV 26.4 144 8.ELEV 23.8 THE CONTRACTOR SHALL CONTAL'T.D� T f SAFE. --ees-a�-•s�srn� ;AND unLm COMPAN IES t� _ sltE Ls wm�N A STA AP W-o' 1E PROVL'D ZONE N GROUND WATER RECHARGE ALL fXISffNG T LEAST 72 HOURS BEFORE Try`START OF f UTIJTIES, CONSTRUCTION• THE C2 OYR 6 8 PROTECTION. ARE�4 / COlN!'RACTOR StW,L DEiERkidVE THE EXACT LDGI , S1ET YyNIOtE s oo�t 80TH=HORIZONTALLY AND LION; VERTICAtlY OF ALL 111ll.fIY.MEDIUM SAND 9. INF'bRMATiONN SI�WFt m WRM�1 6M � K 1111 F E)fiS'IING Ui�ES BEFORE THE START OF ANY. - WORIG TFIE LOCATION OF,EXISTiNlG UNOERG i ROUND Ut1lJIiES RISERS t OOYERS`SIINL�#11EIlIIOiIT » DOUSE ARE SHOWN DI AN XIYA WAY ..APPRO TE ONLY Y MA .NOT`BE EMITTED ro THOSE SHOWN FEREONI M� HA VE THE CONTRA 132 ELEV 22.1 `=trrdt Nlsaecllou rinSlm SR�IE CTOR SHALL'CONTACT DIG SAFE AT t 8!)B-tNG- IhIO UTK!!TY CdA�ANIES Tn LOCAL NOT BEEN IVDEPENDENTLY VERIFIED BY THE OWNER OR Its; REPRE5EN1A1TVE: THE:CO R NTRACTO ACES ALL; , E>aSTaVG A» T LEAST 72 HOURS Pt6OR lO THE ST . U11i11�r ART OF CONS'Ttn1CT1 ; WATER AT 144 ELEV 24.20 _ WATER AT f 44 ro BE FULLY RfSPONS ANY ON. Ziff LACAlION OF ELEY 23 80 IB1E FOR AND ALL WHICH::MK4IT BE OCCASIONED BY ( ) ( ) THE UNDERG'Rr1Ul� MFRAS"iR CONDUITS AND t�S ARE:SHOiMN PERC 0 60 EL.EV 3f.2 » 11ClURt~►,UiR111ar IN MI APPROXIMATE PERC 0 60 0 ELEV 30 8 C MRACTOR�S FAIL ro LOCATE -THE UTN11TE5 Y( EXACTL . � ELEi�ITiON FORMATION DIFFERS FROM �"pEARIDIN NIIY Y RATE <2 MIN IN a oNL MAY Nor BE LIMIER TO 11106E StpNIN HUMAND HAVE BEEN RESEARCHED BASED ON THE RA MIN ! PLAN CIA THE CONTRACTOR SFNLL NOTIFY lE <2 N THE IMMEDIATELY TELY FOR POSSIBLE REDE�FL A VMABLE UTlJIY NOTfD IIrREOFL THE Ct�11>TACTOR_ 10 BE Y / FULL RESP0NSi8[E FOR CLASS I SOfE. CLASS I SOI C AT UTRJTY M CROSSI VERIFY FEED 1HE.LOCATION -IiNVERPS OF N'EL.ECfRiCr``GAS,. r ... �. ANY AM � OCt�ASIONED.. TO LOCATE SAID T ; r aA ooMM ..NO IF COiVFt.IC'i wnH . .uNG aroPosED xNral<r►s .. r.PER THE.:. ..oaeccnoFL � r . .A;/ �ecll�_ i , 1r _ . i s /• ♦ .. LEA • .� � . .Cllt� AREA RE .$ .. . . IFERASTRt QI�E 1GtURE AN0 K EXAL`R . �. . _ • � FIQD CONOi1101VS aFFE�s FRo�I 17L�wWWAMX .• ..4 •. 1• .+ f THE• •III !• .• .. , CONTRACTC>tt ' ,. SFIALL PRE�RVE'ALL LiNDERGirOLiND UTIiliES AS oEtplH , NITROGEN LOADING LIMfTAliON. 330 G AC X 2 ` 00 PD O 99 3 8 GPD* NTRACtOR;SHALL NOTEY 1HE; DOW BIMEDMIh1Y FOR PO�SI6LE REDE'SlGFI. MFISURED DEPTH RiATER'T 1 10 ABLE 019 120' 3.0' 4.0' 3.0' R ` . ES _ IDE1VTb11L 3 BEDROOM S �Nooc R�Ei1.. 50w 253 9 .. THE U'TMY CONNECTIONS SHOWN HEREON ARE-SCF�UIING., FINAL'`UYOLIT EX SHALL' ISITNG_. BE AS SEPTIC SYSTEM. INFnRMII 1TdN PER ':SEW 'I . '�DASfiVG HOUSE , AGE 7 1 oEPTFI: 9 4T.T8'' w Imo' DElE7tMIVED BY THE APPROi�R1ArE LRlLlTY COMPAN1r x 110 GPD AND''TRL.E' S NM EC"EC1K1W;FORM: DEATH OMIIEU: 5 f� 2005- GRAN EKED DOUGfIAS A.'BROWN, Mb R. ,mod / �'PE�CTO mNE o' FLOW FOR 3 s _ SEPTIC "AM TOT SYSTE'�1 tACATION AL DESIGN � AhPRO FLOW 330 .GPD � XlMAIE PET? ,INIIDEx:wB.t IBITER AOU11.S7�Nf. 7t f AND CONCRETE LEACHING , I� C G tiAM C BER S 1 YSTEM DETAIL, BEDROOMS p _ ESIIWTED O�PTH H w TO >!oo' INSPE�'tIOR' _ 5.RE"PORT: CONTI R;?ACID TO VERIFY DI FIELD THE GARBAGE ACTtIi4L LOCATION E GRINDER NOT INCLUDED) NIA DED . / nI0`SMILE _ : OF UND ERGROUND TtGROUND C0M_. PONENiS. _ �5 M PERC RATE. IN 1 ,CLASS WA TER LOVE"AND( ) APPURTENANT` IS,'BASED INFORMATION IS BASED ON PLAN 5�1(8 I� LIAR 0.74 GPO S.F. BY HYANNIS WATER SYSTEM OBTAINED/ AUGUST' 21, 2006 , MIN-LEACHING AREA OF SAS. REQUIRED: • GAS NOT AVAILABLE AT THIS SITE PER CORRESPONDENCE WITH KEYSPAN 330 GPD -0.74 GPD S.F. = 446 S.F. MIN. BRB FND / / - � DELIVERY AUGUST. 21 �' 25l. g-006 PROPOSED SYSTEM: HELD • ELECTRIC LINE INFORMATION PER WAR ELECTRIC PLAN DATED: 08=18-2006 4 - PRECAST' CONCRETE LEACHING CHAMBER UNITS E)OSTING OVERHEAD 34.0 , WiTH 3.0' OF STONE ON SiDE; 2' OF STONE AT ENDS ELECTRICAL SERVICE BENCHMARK 1 1 SIDEWALL AREA (36' + 10')2 x 1' DEPTH = 92 SF TO BE REMOVED PROJECT SET IN P BOTTOM AREA: 06' x 10') 360 SF 1-FOOT ABOVE GRADE i 30.7 TOTAL EFFECTIVE LEACHING AREA = 452 SF N/F CASHMAN EL = 3>3.0' „► TOWN GS BRF�IKOUT SYSTEM DESIGN CAPACITY = 452 SF x 0.74 GPD/SF = 334 GPD _ PLAN BOOK 84 ELEV.-32.7 PAGE 117 X 34.9 CB/DH D UP #276/7 SEPTIC TANK SIZING: 334 GPD x 200X 668 GAL I FRAME 2 USE 15M GALLON TANK MIN. , 36 1 36 X 10' S.A.S. WITH -- --.,� _.�•- B0. ` 4 PRECAST LEACHING 158.qg' ♦ t PROPOSED UNDERGROIN�ID CHAMBERS9 �„..i ` PROPOSED 30• t +►--t 3 g 1 ELECTRICAL _ SITE LOC MN: _ i 1 =c t 34.6 4• �� 8 J 30.1 N/F SCOTT 36 36.6 r 36A __ AY 33• 81 Pitcher's Way PLAN BOOK 382 1 22 IF C PVC ` 29.4 'pHyannis, Ma. 02601 1 PAGE 47 OO` ..----W S=1.01L • �„ ! lop 36.5 S� 31. -4 � PREPARED FOR „ E 400.00 -__ 3R50___4�'"�- ' � i�32,7 �t X30.8 N 80 30'10 366/57 10. ACK t"36,5 65 i ' N/F HO 35.7 P r 37.10 :.. ::. 36 `�''29.0 Pete' uSSi.� 36■5 wp 'S� __ ::::::. 3 Carl Street, Newton Ma. 02158 LOT 13,X P )(32.V PLAN BOOK 183 12p.00' 36. .......... ' ,,.± ! ! .... .... . �o 3 1 i 61 -969.357$ PAGE 21 ............ .............. ...... ... .............. ........ ...... .. ... N/F LEVEEN 1 -^,__..--•--'.'-�--" .. .. 'C+t ' :.. D-BOX N ............... ..... ............ ....... .. ...... ........ ...... ............ . LOT 2 ::: :.:: : : 29.1 �► TITLE - X PLAN BOOK 183 36.8 21.5 X Ipr. n ........... :. :....• :: 28.0 Pw sed -% tic System PI . .. ...... ................. ................ a an .................. ........ ��/ PAGE 21 �---- 3g.37 •; 3t�,��::�:�: .. .................... ................. #3 { .41 � P� P Ali .1 � 33. 1 -� x 'iD �' { 28J 28 LF PN� EXISTING O ` S-1. -�SEPTIC SYSTEM. rn � .. ........................... ...... ...... ............... - � EXISlTNG SYSTEM TO BE :.:: .. ^.. ....•..... ..:•:•: :.. � 31.7 .. .... .. ... ... ....... �� BAX'TER NYE ENGINEERING & SURVEYING PUMPED DRY ABANDONED . ...... .. . ... . .... �� 7� 2 0 & REMOVED 12t.: I Rt ` .-- 3 .. .. .. . :..:... N 31.8 w ....... ............... . . 1 w,,� o '- Registered Professional Engmeers and Land Surveyors 4 3 28.2 , . s; 2 78 North Stmet-3rd Floor H amis Massachusetts 02601 34.4 _ y - 7.9 s� A 3 i 29.5 - Phone (508) 771-7502 Fax SOB 77�-7622 zNOFM,, .. ............. ............. SHED d ASSESSORS MAP 289 PARCEL 002 M ( ) S 5. DRI o < 361 O 33�0 28.0 ................. ........................... 1- 4,6 STEPHEN 00 35 4 ,! D. o ' - 40 N - 0 20 40 ..� Oa9 ACRES MA �4•>G• 3�F N � N ' 35.4 - TIC TO BE UVIL EVE! Q i X 32.3 ` -' - TANK 8A 4 No.4&W 1 ! SHED SCALE IN FEET p + o .� Q a o � i3� ,• � 4, PVC 0.9 28.8 1 5�207G SCALE: )" = 20' F �N I �+ S G 3 __ UP S NAL•'�N o_ N' 136 -"36.0 1 33.6 ,y'L #276/6 12�8.9 N/POT VEEN -r'---1034.1 WATER c�8.2 b�-lle Zoo$ L 2 yICE PLAN BOOK 183 '_--�_�.- g8� 30 o PAGE 21 ' -�_- -- 399. „ W 35b �-- EXISTING SHED TO BE EXISTING R HOUSE DATE: 12-4-07 - -- 35.9 5 $0 g311 TO BE REMOVED , ASSESSORS MAP 289 PARCEL 001 1 --- 35.7 N/F STEPHEN ORTH, ET UX. NO RECORD PLAN WAS FOUND AT THE SDM 7 6 i -- BARNSTABLE COUNTY REGISTRY OF DEEDS L�1 BOARD OF HEALTH COMMENTS 0 34.6 DEFINING THIS PARCEL'S PERIMETER. NO. BY DATE REMARKS PROPERTY LINES OF THIS PARCEL AND LOCUS SV o CB/DH FND 32.4 WERE FIXED PER PLAN BOOK 366 PAGE 37. ' EQ BY: MINE DRAWING NIJLIBER 2 FRONT AND REAR DIMENSIONS WERE FIXED o -- PER DEED BOOK 15.672 PAGE 209 0. 2006 2006--046 CML PLO 2006-046-PS.dw /1 2006 046 O Fria TI TOP OF 1 FOL"M70 TYPICAL SYSTEM PROFILE GENERAL NOTES : TO '`� r4 `' r r; •�', ! -r `'' «►' SET MANHOLE FRAME dt COVERS TO NOTWALE 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS eM - a ,• 4 ,1 ` ,";: PROPOSED GRADE = 36.5t WITHIN 6' OF F I GRADE. RISER ) AND COVERS TO BE WATERTIGHT CNANNAM i SITE _ r t," `fT „ FMfSt#Eb GRADE OVER D BOX 35.5t 2.) LOCUS AREA iS COMPRISED OF ASSESSORS MAP 289 PARCEL 002 81 4' SCH 40 PVC SET MANHOLE FRAME # COVER TO � � OVER LFAIM SVSI = 36.70 DEED L= IC S-2.00% 3' 1Mi. WITHIN W OF FINISfI GRADE RISER . .y� . . ,- 1 BOOK 20 314 PAGE 10 ' 25 LF«4' SCH 40 PVC OS=1.00% OF _ DO g 't 1 � 6rSTALL ONE INSFWn ON PORT TO OWNER/AP AND COVER TO BE WATERTiGHT ("'i" Omw PUCIWT PETER GR'tN1S$IS '. t ;! .• y `Coursb�:; / + -•fit_ ` K_ r , = 6• D PEIlS10lE ELEV�3Z.70 WY M 6. OF FISH GRADE 3 C14RL STREET (l �G INS OUT 33.40 - to` MIN. •• FIRST 2' TO BE LEVEL. NEWTON, MA., 02158 .:� �' °• �. •,s �,r o IMr N� 33.08 PVC ; NiV OUT- 3283 �: LONGEST LE?I= �.�P CoNtmm Lun" aIAMBETtB CONNEII." PHONE: (617)-969-3578 22 LFN4' SCH 40 PVC 6 Sm &MY , . GAS BAFFLE 2• zp f' .;:;a>:4''srr;�-.. 3.) : .>► �"� a ;� + �� � r + ?, t4• ~ r'. INV IN= 32�7P . our= 32.40 .< o 0 0 0 o T -<: o PROJECT BENCHMARK : NAIL SET IN UTILITY POLE 276/7 ORTHEAST CORNER 6• ••: ROWORCED CONCRETE 6' ;::: of OF LOCUS UP 1-FOOT » E = 33.0' `r` . ..� n Y;�1 r (r. , '.J ;?5 1_. " " q + : + ,, •ti SIOIE BASE r �.:. UNSURABIJE SOILS. IF ENCO TERED BELAW �• _ �• EL-31.20 4) ZONING INFORMATION . ` (rOP of sAs), sFIALi. BE 5 MIN LDOIN �p STONE ZONING DISTRICT Kah�wsj * ' REMOVED TO THE "C HORIZON AS REQUIRED 1 RB - .y �:.• �:�^• °: ;' "`'��, - + WP Well Protection Over) �stnct I ti _ .riy�r r.r ;f! A• ` eedch i STONE RAW - SEE CONSTRUCTION NONE /5 HEREON. � Qu and �r 0 Ow. 2L20 � D a~ '1 •' r , �: K 2 {� � DI8T1'I�ITION 80X Q�-20 LOADN01 MINIMUM ZONING REQUIREMENTS ► i SOIL ABSORPTION SYSTEM (SAS) LEACHING CHAMBER (TYPICAL)(H-20 LOADING) �.1.2-•. ... .. .._,�_ . ... ___�__:_. __._-:a _..-_.__._ ._+._.____�__� RMONDO sn5w OR E! m R01ONDO DB-3 OR EW& MIN. LOT AREA = 43,560 S.F. TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE SEPTIC LINK TO BE NINPECiEp At CLFJVIED ANNI,W,LY 3 OUTLETS'RECURED � MIN. LOT FRONTAGE = 20' LOCUS MAP Scale: i" = 2000' 2 O 1 ��' MINIMUM LOT WIDTH = ROOT FRONT/SIDE/REAR SETBACKS = 20'/10'/10' SEPTIC SYSTEM CONSTRUCTION NOTES: ::. : .:,r "` :.; o►: ;'1 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE; IF DETERMINED 80L LOSS DATE 10/19/06 TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. 1. ALL SYSTEM l71DLr1PONENIS SHAH. BE INSTALLED BJ ACCORDANCE WITH lTilE V OF THE STATE SANTARY 10.0' s o' 4Ar 4 aawems ., 6. NO PLAN OF RECORD DEFlNONG THIS PROPERTY WAS FOUND AT THE BARNSTABIE COUNTY P-1t,4T0 BARNSTABLE CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PUW, & ANY LOCAL RULES ) REGISTRY OF DM. SOiL EVALUATOR: BOARD OF HEALTH AGENT: REGULATIONS APPLICARE SIEVE WiLSON, P.E. DESMARAIS R.S. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENgNLER. ELEVATION INFORMATION }�`, :^ THE COSTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD TEST PIT 1 TEST PIT 2 TEST PIT 3 DO TEST PIT 4 MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE EIMEM SURVEY PERFORMED BY BAXTER NYE ENGINEERING 8: SURVEYING FROM AUGUST 28, AND 1BER 14, M. G.S.E.on = 36.7 ow G.S.G.S.E. = 36.2 00 G.S.E. = 33.1 V G.S.E. = 35.8 J. WHEN CONSTRICTION Is COMPLETED, PRIOR TO BACK COMM FiLLING, N07" THE BOARD OF HEALTH AGENT ' COMM AND DESIGN ENGINEER FOR INSPECTION. PLAN OF SOIL ABSORPTION SYSTEM WiTH 7.) ' UNITY PANEL NUMBER: 25000i 0008 D Ap ; 10YR 3/3 ; SANDY LOAM Ap ; IOYR 4/3 ; SANDY LOAM Ap ; 10YR 3/3 ; SANDY LOAM Ap ; IOYR 2/2 ; SANDY LOAM PRECAST LEACHING CHAMBERS THE FLOOD -INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 4. ALL SANTARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 PVC. UNLESS OTHERWISE NOTED H 9M. NO SUE AREA OF MINIMAL FLOODING. 6" Cm 6. 6' AMAZI 4" 3 .8 5" 4 5. EXCAVATE UNSUITABLE MATOW AS NOTED, TO THE IC HORIZON' , FOR A WORM DISTANCE OF 5' -I 20' DIAL-- 1- 8.) ENVIRONMENTAL . 8 ; 1 OYR 5/8 ; SANDY LOAM B ; IOYR 5/4 ; SANDY LOAM B ; I OYR 5/4 ; SANDY LOAM 8 ; IOYR 5/4 ; SANDY LOAM SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEW SAND PER 310 CMR 152M TO THE TOP ram- - -------i • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). ELEVATION OF THE SAS. ® ® ® ® -L • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 20' ELEV 35.0 20' ELEV 34.53 24' ELEV 31.1 24" ELEV 33.8 3" ® ® ® ® ® ® ® '� NHESP MAP JUNE 2003 "ESTIMATED WWATS OF RARE WILDLIFE" • iOYR 7/ C1 3 • 10YR 5/8 ; C ; 10YR 7/3 ; 6. MISULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER ® ® ® ® ® ® ® FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." C ; IOYR 7/3 ; C , STRATIFIED MED. SAND STRATIFIED MED. SAND MEDIUM SAND STRATIFIED MED. SAND 7. THE SEPTIC SYSTEM DEIGN DOES INCLUDE GARB SiII AGE GROW DISPOS ®®®®-®®-- • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 W/COBBLES TO 12 DNA. W/SMALL COBBLES W/SMALL COBBLES W/SMALL COBBLES 'CERTIFIED VERNAL POOLS.* 132" (ELEV 25.7 144" ELEV 24.2 80' ELEV 26.4 144" EEV 23.8 8. THE CONTRACTOR SHALL. CONTACT DiG SAFE (AT 1-8s6-DIG-SAFE) AND urnITY COMPANIES SITE IS WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGEs s._o- - • TO LOCATE ALL EXISTING IUTRlITES, AT LEAST 72 HOURS BEFORE THE START OF THE C2 ; 10YR 6/8 ; CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL F PROTECTION AREA GRAW E 3 " 9.) UTILITY INFORMATION SHOWN HEREIN: MEDIUM SAND EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF D(ISTING UNDERGROUND UTIUITES RISERS qyy SIMLL A - 11I 132' ELEV 22.1 ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE tm qN PaWAM SMNE THE CONTRACTOR $HALL CONTACT DIG SAFE (AT 1-888-D1G-SAFE) AND UTILITY COMPANIES TO LOCATE NOT BEEN MIDEPENDMY VERIFIED BY THE OWNER OR iTS REPRE501TA1NE THE CONTRACTOR AGREES ALL DASIING U71 J= AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF WATER AT 144' (ELEV 24.20) WATER AT 144- (ELEV 23.80) TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHiCH MIGHT BE OCGISIONED BY THE D(STM UNDERGROUND ##R4STRUCTUR& UTILITIES, CONM AND LINES ARE SHOWN IN AN APPROXNATE PERC O 60" (ELEV 31.2) PERC O 60 (ELEV 30.8) CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. T ELEVATION INFORMATION DIFFERS FROM 2' WAY ONLY, MAY NOT BE LIA= TO THOSE SHOWN HEREON AND HAVE BEEN RESEARCHED BASED ON THE RATE= <2 MIN/IN RATE= <2 MIN/IN PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AVM 0LE UTILITY RECORDS NOTED HEREON. THE CONTRRACTOR AGREES TD BE FULLY RESPONSIBLE FOR CLASS i SOIL CLASS I SOIL AT UTILITY CROP, VERY IN FIELD THE LOCATION / INVER15 OF ELECTRIC, GAS; TELEPHONE do Ra 4mw Orr ,...' ;,�1 •. • r�ZT �1 -.-� ANY AND ALL DAMAGES WHICH MIGHT BE OCt'ASiONIED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID L3ATA/LOAM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE EFFEIcnrE LEACHING AREA RE UIREMENTS ,�' • r INFlRASIF!UCTIIRE AND UtitJTES EXACRY. IF FIELD aDlrDfnONS DIFFERS FROM PLAN tNFOR1AT10N, THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. OFPTII "�" " ;' - ;; `:: -j:~ NITROGEN LOADING UMITA710N: 330 GPD AC X 0.99 = 328 GPO* MEASURED DEPTH 10 WATER TABLE (1Q/19/08) 120' �� � •f CONTRACTOR SEAL! NOTIFY THE ENGINEER IMMEDATEY FOR POSSIBLE REDESIGN. - 3.0• 4.0' 3•0' • EXISTING SEPTIC INFORMATION PER SEWAGE99-711 * RESIDENTIAL.: 3 BEDROOMS MODc WELL- SOW--253 9. THE PROPOSED UTUTY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINIAL. LAYOUT SHALL BE AS '� » EXISTING HOUSE DEF ft (9/30/06) 47.78, UTILITY DETERMINED BY THE APPROPRIATE COMPANY. AND TITLE 5 INSPECTION FORM DATED: 5/17/2005 DOUGLAS A. BROWN, INSPECTOR. x 110 GPD/BEDROOM GRANDFATHERED ZONE: B SEPTIC SYSTEM LOCATION IS APPROXIMATE PER SEWAGE 199-711 AND TOTAL DESIGN FLOW = 330 GPD FLOW FOR 3 INDEX WELT, RI,TER A zoo CONCRETE LEACHING CHAMBER SYSTEM DETAIL INSPECTOR'S REPORT. CONTRACTOR To VERIFY IN FIELD THE ACTUAL LOCATION BEDROOMS ESTRMTED DEPTH TO H W 10.0' OF UNDERGROUND COMPONENTS. GARBAGE GRINDER (NOT INCLUDED) = NIA . t 00 SCAIE ( � • WATER LINE MD APPURTENANT INFORMATION IS BASED ON PLAN 15108 PERC RATE = <5 MIN_f INCH (CLASS 1) BY HYANNIS WATER SYSTEM OBTAINED AUGUST 21, 2006 LTAR - 0.74 GPD/S.F. • GAS NOT AVAILABLE AT THIS SITE PER CORRESPONDENCE WITH KEYSPAN MIN i LACHI AREA OF SAS. REQUIRED: 8R8 FrrO DEi.IVER1r AUGUST 2i & 25, 2006 330 GPD/ 0.74 GPD/S.F. = 06 S.F. MIN. HELD • ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC PLAN DATED: 08-18-2006 PROPOSED SYSTEM; 4 » PRECAST CONCRETE LEACHING CHAMBER UNiTS EwsnNG ovERHEAo -- 34,0 WITH 3.0' OF STONE ON SIDE, 2' OF STONE AT ENDS ELECTRICAL SERVICE PROJECT BENCHMARK • 6' + 10 2 x 1' DEPTH = 92 SF TO BE REMOVED 1 S►DEWALL AREA. (3 ') 1-FOOT ABOVE GRADE wl 30.7 OM 1 BOTT AREA, (Z' x 10'1 = 360 SF N/F CASHMAN Fl • 33.0' » TOWN qS TOTAL EFFECTIVE LEACHING AREA = 452 SF ?LAN Bo SYSTEM DESIGN CAPACITY = 452 SF x 0.74 GPD/SF = 334 GPD PAGE 1 i?'7 1 84 BREAKOUT s EL.EV.=32.7 X 34,9 CS�'DH FPlD`, UP lk276r7 SEPTIC TANK SIZING: 334 GPD x 20OX = 668 GAL I` FRAME z TANK G 00 ALLON MIN. 4 PRECAST LEACHING x IW S.A.S. WITH USE 15 ��.6 - HING 1 CHAMBERS yg 48' l- - 1 1 PROPOSED ;, E \ DRIVEW 1( ( - 36.4 UNDERGROUND 1 � �� r c -'1'T'� _ r �3 .-�' , SIZE LOCATION: ELECTRICAL 8 t •�' - 70 PROPOSED_ �-_ -3f -`'. �;; "�,� ; 30,1 81 Pitcher's Way N/F SCOTT } , • 3G.6 __DRIVEWAY , � 33, Ty PLAN BOOK 387_ 36.65 � �` �� � ?y Hyannis, ma-V o2601 ' 1 22 tF 4' PVC: 1 � "d 1 PAGE 47 100 pp' 36.5 , M- ! S-1.01t i?1 PREPARED FOR � t_ 400•L10' T D 36,6Q__ "mac `, - ;t 3?,7 �'� t X 30.8 �� 1 ■ `� �66,'?i7 1t1' SETBACK �C3Fi.5 ' P 6S r' 1 � � �1?9,6 x Peter ClirotlSS/S N/F HO 35.i PER 366.50 i 1 � 1 � 6 LF 4- • ; S&o ; 3 Call'i Street, He1lUton, Ma., 02158 S,. 3.3x C�3 _ m PL.i,.v E3CC;K 5.3 �20.UQ __ -- �� 36. 3 +VENTI �3� CP �617)-9 78 4\ J PAGE 21 _..._... ray � D- .......... eo , ' r •�''' ' 1 RILE 28.1 36�3 yti TH �} i � � _ x E .:::...:. i�47+ Pro sed Septic stem Plan _. '3 .. 3 . . ..._ ,. ._- 36.37 S ? F-• ��^. �y x 's � s. __. VL( ` 26 LF _ OQSTLNG SEPTIC SYSTEM. `l s4 P -0 EXISTING SYSTEM To BE ,r -�;. r . ' BAXTER NYE ENGINEERING & SURVEYING _.- -.. _ t ___.... % i '• � PUMPED DRY ABANDOMVED :� .. .: .,:.• :•: �� -n � '; � ` ��? } REMOVED __. Uj : ` , 4 0�• 31.81 `3� _ G8,? `; Registered Professional Engineers and Land Surveyors ` 1 n W ;� ` ---_ - -��b� r o:: �' i - ��` � 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 ::. 3 2 �; 3:�. z 9,, r-_ ,34.4 T 9 Phone-(508) 771-7502 Fax -(508) 771-7622 �N OF c s' '", 4 0<. ASSESSORS MAP 289 ;'ARCEL. OG?_ 36.1 � ,�. 5,5 DRIVEWAY f �n 42,963 SO. FT. 35.4 / 33.0 , \ o NIATTHEW o i '--� - ,� �,- 25 4' --�R 40 0 20 40 W t500Y 0.99 .ACRES j ? 4 r, 34 4 ' TIC TO BE EMOVED cnra `� d r t1 i i , ;�,,,,, 35.45 -""-` �% TANK �; j 28 SCALE IN FEET 4 �No.43183a �¢ o :3?.3 /�� SHED .ice+,j �S,B '� - ' ��� FQ/STBP'� j ,; 4, SCALE: 1 - 20 �G. o / 1 PVC F UP LP ON 33,6 \ A276/6H 1293 rc c... ti `r , i_ _ - _ 1+ _�_-C___� :34.1 PROPOS�D WRIER 2g.? ate/ �,, L..... :- J s',1 ( ��� -- -. --- _}O, SETBA i S / CL P; N 1800 ,p 39s.9s' 3�•6 _ EXSTING HOUSE DATE: 12-4-07 o PAGE ^? --- r7ING SHED ti" "N _1 TOBE REMOVED TO BE REMOVED 0 ASSESSORS MAP 289 PARCEL 001 N/F STEPHEN ORTH, ET UX. o _ NO RECORD PLAN WAS FOUND AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS �• BY DATE REMARKS3416 DEFINING THiS PARCELS PERIMETER. PROPERTY LINES OF THIS PARCEL AND LOCUS • IDRAWN �' WERE FIXED PER PLAN BOOK, 366 PAGE 37. 1 3 j rJ ' ND3G 4 FRONT AND REAR DIMENSIONS WERE FIXED PER DEED eocK �s,67z PAGE zoo 1 0: 2006 2006-046 CMl PLO 2006-046-PS.dw a _ ` 2006-046 O 0 N