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Home My WebLink About0081 LEONARD DRIVE - Health 81 Leonard Road A= 114-39 Osterville 4 li o I i k i ° t i r 'i UpC 12143 h{'O� ",CST. tiASTtMGS,MM I ��- ; n a�� by s � ��aE ��`� 2�� s . TOWN OF BARNSTABLE LOCATION T 'L;Oi�rktZ�.�3 i SEWAGE# 11 - l d c3--- VILLAGE ASSESSOR'S MAP&PARCEL L1 —3 INSTALLER'S NAME&PHONE NO. 3-C, t- S65--7"r(-93�11 SEPTIC TANK CAPACITY LEACHING FACILITY-FACILITY: (type) �' C',d (size) -k-�J�-�-- NO.OF BEDROOMS �� 97- OWNER PERMIT DATE: -l 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) K( Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3 TOWN OF BARNSTABLE LOr;ATION2 t4p�,� "- ) SEWAGE #S��, VILLAGE 0 fd(CCl ASSESSOR'S MAP & LOT/ �®31 INSTALLER'S NAME & PHONE NO. �(6VA16D SEPTIC TANK CAPACITY_ X, LEACHING FACILITY:(type) f (size) NO. OF BEDROOMS :3PRIVATE 'WELL OR PUBLIC WATER BUILDER OR OWNER i AA Uf DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: i �r ; VARIANCE GRANTED: Yes No �C 3 f Barnstable .�t► , � Town of Barnstable BARNSTABIE, Board of Health � m 039. �� 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi July 9, 2018 RE: 81 Leonard Drive, Osterville, MA I have no objection to the installation of a custom under mount apron sink in a kitchen and a concrete wall hanging sink in a powder room at a private residence. Sincerely, Director of Publi Health omas cKean No. C) ( Fee t BOARD OF HEALTH pa TOWN OF BARNSTABLE I Z(ppltratton _for Yell Con5truction Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: 0 1. Zr o•yG j Location-Address Assessors Map and Parcel Owner Address OeoyxyS ,Qte. .�,�� /og Oc��aSS R� MGs�,A<< MCk o DG y� Installer-Dril r Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Ir " Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Co m ian a has been issued by the Board of Health. Signed s- /6 Date Application Approved By Date Application Disapproved for the following reasons: '. J ¢ Date Permit No. Vv�y U t Issued' ssued Date ---=-------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(�'j, Altered( ), or Repaireliy by SC.a a ti e// `b' // Installer at $� Leo.., i� ✓�� oS1—cr e /N-1Z,, has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well otection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector A BOARD OF HEALTH TOWN OF BARNSTABLE Vj-- ell QConttruchon Permit No. Fee Permission is hereby granted to q«„�,ABC,�1 Installer to Construct(-)," Alter( ), or Repair( an individual well at: No. OST—c Street as shown on the application for a Well Construction Permit No. Dated Date �j !� Approved By I ��No. 01q</ - '' - '* Fee THE CIJIMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rptication for Mispoell 6pstem Construction Permit Application for a Permit to Construct(wr Repair( ) Upgrade( ) Abandon( ) �.omplete System ❑Individual Components Location Address or Lot No.I i Gtan 4 ww—t_ Owner's Name,Address,and Tel.No. US�trva fV11Ar CV%k%WV Assessor's Map/Parcel _p Installer' Name Address and Tel.No. ] l ,. Designer's Name,Address,and Tel.No. -4216-33`t Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(AJ6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 933 gpd Plan Date':S!jnC (o, tQi1 1 Number of sheets 1 Revision Date Title mt ?ktn lw6j,.5A _- nm �J► % s • Size of Septic Tank LOoo Type of S.A.S. 8^Sao(oil (W&A&is W Pr I %:I L� Description of Soil�Qr� i5i3Z(D o-40%r AE I ft'3/3 SR LOAT 1n�°30" B lc1y�,3�Qf LW tv�`I SPc�J Nature of Repairs or Alterations(Answer when applicable) �yy Da 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 EnviropmentaVCode.and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal(h. gned ,.� '� Q Date Application Approved byffkAQ Date Application Disapproved by Date for,the following reasons An tr Permit No. Date Issued fs. '*.l:,• 7 .... -.r-. _M1, �� _. „�''� -aY,1 _ ice. C \ ". - .. .F ;�r�r„ t�s.r• �\;�y + wt No. f 1 ! :i ? y .• t ►s Fee IJJ�S " ` W THE COMMONWEALTH`OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION --TOWN OF BARNSTABLE, MASSACHUSETTS ltlYlcation for I �10All *Pete, Construction Permit Application for a Permit to Construct(- — Repair( ) Upgrade( ) Abandon( ) RComplete System ❑Individual Components Location Address or Lot No.6(1--fa r"rA Dr",-c - Owner's Name,Address,and Tel.No. 1 Assessor's Map/Parcel t Installers Name Address and Tel No. F4 "77 (_ Designer s Name;Address,and Tel.No (03 A �5 4, —i c Type of Building: e� f Dwelling No.of Bedrooms Lot Size 3��5� sq.ft. Garbage Grinder( 6 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ppp,l Design Flow(min.required) qW gpd Design flow provided 93-1 ,gpd . R. Plan Date agAe- t'v, x 0k-'1 Number of sheets , Revision Date Title St� 1w� l��oD�Se . «v enqu-tvY►-A - 'Size of Septic Tank Z.99� G Type of S.A.S. g-$CCU(oil, (11Nwiak.4.5 t N P, ti x-7 e Description of Soil b-16" AG 1 n 3/Z _%hK2f (.o" 3b' Cr. I oy& (01( e of Repairs or Alterations(Answer when applicable) Da 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 Environmenta Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. l J gned Date �il! f Application Approved by �� "j�' ,,// J Ii�� j ,I;�r �� `� Date /" ! l " A$ppligaa Sn Disapproved by / / V r Date '( e'r�l foithe following reasons ' Permit No. �(_ / .� 0 y Date Issued n - - -------- ------------------- ------ - ------ ------------------------------------------- -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance " THIS IS TO CERTIFY,that the Orn'ysyiiiee/Sewage Disposals'.tt in Constructed(,�)y Repaired( ) Upgraded( ) •' Abandoned( )by �1U C/L3 I / r`i"1 at 8A -Lr4 nw�ck - has been constructe in with the provisions of Title5 and the for Disposal System Construction Permit No!//�/J JriccordMce dated t Installer '`�� 1 Designer w #bedrooms ] Approved design flow gpd The issuance of this per halll not bee c`oonstrued as a guarantee that the sy to i t etio asdesigned. Date �/ � 3 1 / Inspector --_--_--- -j-,---')------`------------A-_-_.---------------------•----------------.-----------------------------------s----------------- - No. (/ / Fee if ,�V rhfi c"r r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS misposal *pstem construction Permit Permission is hereby granted to Construct `(✓ Repair( ) is U,pgir�add,7( /) Abandon( ) System located at g� o+��r� !/ � i ►212U i i.1f,.. 5 ' and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constnxctip �u �b (completed within three years of the date of this pe it.. j J Date Approved by,/'' -15-2017 04:21 From: To:15087906304 Pa9e:1/1 Tgwn of Barnstable RegulAtory Services Richard V.Scali,Interim Director AM Public lEl' ealth Division ° Thomas McKean,Director 200 Main Street'Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 1 11 Sewage Permit# 1'' I� _Assessor's Map\Parcel I IL 0✓°� Designer: SukivkTJ5�rnx Ve-nO47 11 i Installer. u1171i rO � (UJIM' Address: . Address: %5V1Xak5 l�f.INI II , M,Y� �YI.(aSS �lu� 1 l On G 1-- was issued a permit to install a to G (insta e'r septic system at 0 �tmark R based on a design drawn by (address) S1AIgV�r1 l rcrl ' dated ng , (resigner)—, xrt<. '-f-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. Strip out (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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the stem referenced above was constru tDa ce with the terms of the pr al letters if applicable) It Ofto T c_ (Installer's Signature Ok NOW L�''" (Designer's Signature ixDesigner's Stamp Here) PLEASE, RETURN TO BARNSTABLE PUBLIC HEALTH D ION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AS- BUILT CARD ARE RECEIVED BY THE BARN TABLE PUBLIC HEALTH DIVISION. THANK YOU. Q_1Septic\DrsignerCertifioation Fogn Rev 8-14-13.doe Town of Barnstable P# a-3(o Department of Regulatory Services ,, Public Health,Division Date ,p c-a i63y �a9' 200-Main Street,Hyannis MA 02601 Date Scheduled Time....IJAM Fee Pd. P V d s C71 Soil Suitability Assessment for Sewage Disposal Performed B;!�i'4 (Ai ( G '��( (, Witnessed By: 1 I rn V 1 U b0. 4_m _ O LOCATION&:GENERALaINFORMATION Location Address 61 ��(j i C� ��1�� Owner's Name `Ac Address ^^ �5 &(ec71E3�iC1"a ►�BCUJ�t11��1�� Assessor's Map/Parcel: 1 Engineer's Named rA r tot NEW CONSTRUCTION REPAIR Telephone# L606 L Land Use P2S�k&,m Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ^" ft Drainage Way ` ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) lto,naa X �T14z i �8 3s ro Parent material(geologic) �� C wl �j Depth to Bedrock J ®� Depth to Groundwater: Standing Water in Hole: 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 ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATIONIEST DateJzffTime Observation Hole# 3 Time at 9" / u Depth of Perc 2(o Time at 6" f� Start Pre-soak Time @ �^rT O^ Time(9"-6") 8-a® Zvi End Pre-soak �J / Rate Min./Inch Site Suitability Assessment: Site Passed �^ Site Failed: Additional Testing Needed(Y/1) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG: Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel 0—,to -(o 5441 av do to to 'ye-l2C C a DEEP'OBSERVATION HOLE°LOGIC ' Hole#_ Depth from Soil Horizon. a Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel to rR �k i c ze - In C 'n, PO4 m, r C/C DEEP OBSERVATION HOLE LOG Hole# ?� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel) Al l®r 2 2 ' 2 Gelhe 5,ok t® L 2-9- (26 C ��d v�/� e16 DEEP OBSERVATION HOLE LOG Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel L© O 16 C "ft Ss's4 (o 5(/4 30 -(0 8 C "41. 61 c e Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Y Within 500 year boundary NoX Yes Within 100 year flood boundary No X— Yes Death of Naturally Occurrints 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? es If not,what is the depth of naturally occurring fervious material? Certification l6 20! 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 performed by me consistent with the required trainin expertise and c�pperience described in 310 CMR 15.017. Signature zV��' Date 62: Zli2. l� Q:\SEPTIC\PERCFORM.DOC THE FOLLOWING., IS/ARE THE BEST- IMAGE$ FROM POOR QUALITY ORIGINALS) I m DATA Sir f•4� . �r 9: ..�., �v' tia1- l ' - kk fill 'xkz - Page 1 of 1 : w - = r 4. TOWN OF BARNSTABLE SEWAGE # LOCATION 3 ✓•�w ASSESSOR'S MAP LOT 1 � VILLAGE !V INSTALLER'S NAME`& PHONE NO. SEPTIC TANK CAPACITY LEACHING PACILITY:(tYPe) R,pUBLIC WATER_ PRIVATE WELL O NO. OF BEDROOMS BUILDER OR OWNER DATE PERMIT ISSUED: l DATE COZiPLIANCE ISSUED: No VARIANCE GRANTED: Yes t /, 3 r N 7 �l ` Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way.Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Kevin Cochran use the return Name of Inspector key. Aardvark Environmental Inspections "CA py Corn an Name P O Box 896 Company Address East Dennis MA 02641 Cityrrown State Zip Code 508-385-7608 13356 Telephone Number License Number B. Certification 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 14el 04/05/14 Ins or's Si ure Date 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 DER The original should be sent to the system owner and copies sent to the buyer,if applicable, and the approving authority. '**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. q ' i t5ins-3113 Tme 5 Official Inspection Forth: Sexage Disposal System-Pa ge 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments < 81 Leonard Drive Property Address John Van Amsterdam Owner Owners Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.), Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 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: • - I I 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. Check the box for"yes", "no"or"not determined"(Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): I t5ins-3/13 Title 5 Official Inspection Forth:SubsuAace Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): 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 t5ins•W13 Title 5 Official Inspection Form:Subsudace Sewage Disposal System-Page 3 or 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection B.. Certification (cont.) 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 fecal coliform bacteria indicates absent 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. D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow bins•3113 Title 5 Official hispection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) Yes No ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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 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. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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. t5ins•3M 3 Title 5 Official htspedion Forth:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 81 Leonard Drive Property Address John Van Amsterdam Owner Owners Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection C. Checklist 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: ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of:bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail Sump pump? ❑ Yes ® No 09/13 Last date of occupancy: Date Date Commercial/Industrial Flow Conditions: , Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) . Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Ofridal Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑. Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner owner's Name information is required for every Osterville MA 02655 04/03/14 page. Citylrown State Zip Code Date of Inspection D. System Information (cost.) Approximate age of all components, date installed(if known)and source of information: 10/24/84 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1.9 P 9 feet Material of construction: ❑cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: ®concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed'by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gal Sludge depth: 3" F t5ins-3/13 Title 5 Official tnspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y( 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 29" 2„ Scum thickness Distance from top of scum to top of outlet tee or baffle 5" Distance from bottom of scum to bottom of outlet tee or baffle " 15" How were dimensions determined? Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The tank was sound and tight with tees in place and liquid at outlet invert. Grease Trap(locate on site plan): Depth below grade: feet 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: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA - 02655 04/03/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): 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: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 11 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner Owners Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 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 box was level and tight with ino sign of carryover. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: i t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type. ® leaching pits number: 1 ❑ 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.): This system has a 6'x6' precast pit surrounded by 2'of stone. There was no sign of ponding or failure. 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 Y Materials of construction Indication of groundwater inflow ❑ Yes ❑ No r t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) 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.): I t5ins•3/13 rifle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately rear . 43 34 47 44 50 50 l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 81 Leonard Drive Property Address. John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: 20.0 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ 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: USGS maps show an elevation of over 20.0 feet. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 i� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments lug 81 Leonard Drive Property Address John Van Amsterdam Owner Owner's Name information is required for every Osterville MA 02655 04/03/14 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 IL THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A- . C m /--�Nc&, DATA 5 < FEB.... ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD - OF HEALTH Appliration for Dhipauttl Works Tonstrudivit 1rrmit Application is hereby made for a Permit to,Construct or Repair .( ) an Individual Sewage Disposal System at: . •-----•-•---•---------------••......--•-•---•-------•• •......__.... Location.Address .... . ..................... _ --Mai �f /.�-r 0 0 Owner �- -�-- ��-� - •- ►Wa Address / ......._. -•-••------^-----------•--•-----••.-•--•-•--•............................•..-••---............ ..............--_..._......................... C! Installer Type of Building Address �� Size Lot.,��ri...................Sq. feet Dwelling—No.'of of Bedrooms......_... Expansion Attic j •--•----•-•-----••--•------- Pa ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons....................._...... Showers ( ) — Cafeteria ( ) d Other fixtures .------...-•-•--•---•-----•-••-•----••---•-•--......... W Design Flow............. ........................gallons per person per day. Total dailx ibw.........Z 4?.........................tgallons. WSeptic Tank—Liquid capacity./ ...gallons• Length._$.e.l.�..__. Width:J!.7_..... Diameter...............':Depth..__. ,�0•- ►� Disposal Trench—No. .....----•-----•--.. Width.----•.........::.. Total Length.................... Total leaching area........ ----..--..sq. ft. Seepage Pit No......./.......:.... Diameter...../.a........ Depth below inlet................ Total leaching area..<e....._.... ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by...... �/11 f N/L.............................. !1A/ /Z 8 Date... --•---• L Test Pit No. 1_.4=Z. ....minutes per inch Depth of Test Pit../,Z_/2./__ Depth to ground water..../l�ti. _.... Test Pit No. 2.4.Z......minutes per inch Depth of Test Pit../Z�/2.1.. Depth to ground water...tip?! ... -------------------------•------•-----...........•..---•-•----........__............•--- -- escription of Soil......... ./-ft ........ �,....2'...... �`� -��f�`�.Q._.... .--••------------------• .. -•----.....---•--......--•••----•-•----•----•- -•----••••-•-•-••-•--•------ �\ f Repairs or Alterations—Answer when applicable.............................................................................. •--------•--••--•--------------------------•----•--•--•--•----•----........-•----•--------....-•-•........... signed agrees to install the aforedescribed Individual. Sewage Disposal.System in accordance with ^ITL ; S of the State Sanitary Code— The and rsigned further agrees not to place the system in rtificate of Compliance has b , n iss d by oard of health. Signed.... .- ...._-•-.. ... ................. ............................... Date ..f. ........................................ Date ngreasons:....... . ...................-------•-•-----...----•................•---•-•-•••........._...........--•- *.....•....._...---•---••----• Date ......_... Issued.............•-• ---•-•--•----••---_...._....---- Date NW No............. .................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................OF..... 0Q Aj's)-.4 .....................................--------- ............................ 3. APPliration for Disposal Vorks Tonstrurtion Permit ,Applicatipn is hereby made for a Permit to Construct (X) or tRepair an Individual'Sewage Disposal System tt 6 P"902&�-/Z k&44 0-57f2.v,,4. e j .......................................................... .................................................................................................. __JOAAA�l Location-Address or Lot No ....................i. ..... .................................................... ............................................ .......... Owner Address......."---------------------*--------- V)_V e R(�'�A-A,- <6 .................................................................................................. ......................................... 6, ..................................... ................. ,installer Address Type of Building Size Lot.:36,,6rV'U---t..Sq. feet U Dwelling—No. of Bedrooms............ ...........................Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures Design Flow._ 3S........................gallons per person per day. Total daily-flow........-7-3 0 ............................gallons. 1:4 Septic Tank iqirid capkityZOM...gallons Length-Vic. ..'Width,� �...... Diameter................ Depth.... .......... Disposal Trench . Width.................... Total Length...._ : ........... Total leaching area. ..._.........sq. f t. Seepage Pit No....... ......_."Diameter.....l�......... Depth below inlet..................... Total leaching area_:4:6ft,.�sq. ft. z Other Distribution box ( ) Dosing tank ( ) ___1- Percolation Test Results Performed by....._ ................................ Date..yz?,�Z�e/ --------------- Test Pit No. I.An:Z......minutes per inch Depth of Test Depth to ground water..... 04 Test Pit No. 2..:iL2 minutes per inch Depth of Test Pit.l.a? ..... Depth to ground water....!!17: r- ..... 04 .............................................................................................................................................................. 0 Description of Soil.._..... ....... !nt�AA5...... W I x:� ......................................................... ............................................................................................................... .................................................................................:........ Z .......................... ......................................................................................I.............I......................................................................... U Nature of Repairs or Alterations—Answer when applicable.................................................................. - .1 ............7........... .....................................................................................................................................................1..... ................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a4co�rdance with the provisions of TITLr 5 of the State Sanitary Code—The undersigned further agrees not-to p ace the system in operation until a Certificate of Compliance has be n iss d by card of health Signed.... .. . ...... ......... ............................... ov ............ Application Approved' ..... .. . ............ .................. .................................... Date e n is: f Application Disapptov"ed for the following reasons: ...........k..............................................................................................I .......................................................................... V .............................................................. ...................................................... Permit No....,V Date .................................... ,-'1ssued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............................................OF rtifiratr of..Tompliana THIS IS TO CERTIFY That the Individual Sewage' Disposal System constructed or Repaired by............................... Lile, ZZ... ............................. ----------------*........ .......**............... 0 Installer at..............................................*--------------------- has been installed in accordance with the provisions of f TITLP, �of The State 'Sanitary Code as described in the application for Disposal Woiks Construction Permit No.......t�-----/---- 7 S ......... dated................................................ THE ISSUANCE OF THIS CE RTI F1 CATEA HALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 41 ✓ DATE.............................................. .................. Inspector....._.............................................................................. ------ - -- -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... ........................... OF........... ............................. No... FEE............. Disposal Works (Ionotrudwitt Permit Permission is hereby granted....... Z/,4e**eye''_I/ ......................................................................... -----------*------------------------------------------ 7, to Construct or Repair an Individual Sewag Disposal System 0_4% �d, /dop p atNo.................. ............ 4 ......... ................................................................... ................... ............................................... Street 190_j . e, pnA • .......... as shown on the applicatiomf Disposal Work t* it No..................... Dated." Wlt J k, .......................................... .............. ........P.,......... ..._iV r/ -ioar o,i t� DATE......................................................... ... ... k, - - .... .... AsBuilt Page 1 of 1 of TOWN OF BARNSTABLE LOCATION SEWAGE # -'" /5 VILLAGE 05G2f✓lat' ASSESSOR'S MAP & LOT Q INSTALLER'S NAME & PHONE NO. 0-4e JV SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER—AA/ -A&Sf6e% 1 AM DATE PERMIT ISSUED: A DATE COMPLIANCE ISSUED: r VARIANCE GRANTED: Yes No �C :s 77 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=114039&seq=1 5/20/2014 � _AE'E1L,1_CCA'1':(0N F01' PL:,,,k u!_,N't` uN Ti-;, ALND LOCATION `��.iJ"i � 07-- '/ ----------------- ---- -------- NO. VILLAGE d'ST�G- .v ; L.L _ — DATE APPLICANT �o �,L� �,t�►� FEE _ ADDRESS TELEPHONE NO.AZ6AK2. (Non-refundable) ENGINEER TELEPHONE NO. DATE SCHEDULED (Applicant' s signature) • 0.0 0 • • O O O O O O O • O • O O O-O O • O O • • • • O O O • O O • • • • • • • O • • • • • • • O • • • • O • • • • • • • • • O • O • • • O O • O • • • SOIL LOG . SUB DIVISION NAME DATE_ brtz-14.- `Zz,,06�TIME EXPANSION AREA: YES c/N0 �t�. t�� ENGINEER <<: t - - ._. TOWN WATER RIVATE WELL �� „ t F�g«� BOARD OF HEALTH q a,,A\ EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : r I � ttn- �E i; PERCOLATION .RATE: V,- I TEST HOLE NO. r ELEVATION: TEST HOLE NO: ELEVATION: 2 `� 2 4 4 - )�,� 5 C eah 5 �I 6� c U 6. 7 7 8 J g 9 0 — '{ 10w 10 11 +� .11 12 , 12 1 ti,b c.,A e-k 13 v 14 n,c. 14 L- 15 } - 15 16 ' SUITABLE FOR SUB-SURFACE SEWAGE':- LEACHING FIELD- _LEAC�IING PITS- LEACHING TRENCHES c ' UNSUITABLE FOR SUB-SURFACE SEWAGE . REASONS : a • NOTE : - ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH COPY: • RETAINED BY APPLICANT ZONE: Y. RF-1 (RPOD) u xx• "�},:t •.E�� ' +• " Area(min.)87,120 SF 1• U .• ••1 ' DESIGN DATA Frontagge(min)20' y SEPTIC NOTES 4Ydth (min) 125' m.a x.At Least 72 Hama Single Family Setbackks: _ I.Lacetion of Utilities Sh Fo T This Plan Ate ontnu Front 30' Pbnab LOT CALCULATIONS: Prior to Any Excavation For llus Project the Controclor Shall Melee -No Gm o .G nd GPD Side 15' the Required Notification to Dig Sale(1-888-344-7233). To Garbage Grinder ' Lot Area: 39,852 S.F. Upland » .. Rear 15' 2.The Commcud is Required b Socure ApI>ropnute Pertnds From Town Use Daily Flow,e tic GPD .Al;etx;ies Fin Conuruction Defined by This Plat, Use a 2000 Gel Septic Tmd: - •.a a Floor Areas: (Excludes Gorage) - Lines Both Lines Shall Basement = 2,604 S.F. - I 3.WhamnuuctdfCIis,150paasrePipeadS OVERLAY DISTRICT: First Floor= 2,604 S.F. - TBM EI=2O2 NAw' n I Be Constroaedof ClassnG_.,me Pipe end Shall beWater Tested to LEACHING AREA Porch =384 S.F. To Of CB H N Assmn Watortighm s.inGaterel,WmerLmess AcceCoastrucledin 88 wall=2.74(LTAR)=1190 SF'Required AP - Aquifer Protection District u fit: 4-•. Second Floor= 2,451 S.F. • 9 ,•�• r -. Pool Cabana Basement = 624 S.F. - ( Wiih2nntion With COMM M 15-00-be inAccord®ce Botvve11=2=(IT2�2'=339SF ' Pooi Cabana = 624 S.F. I ` �- AMini Minimum 1.IXf Cover A]' Bottumonne==1,2622')=923 SF Total =9,291 SF. (23$) /111 I 0 4.A Minimum of 9"of Cover is Requited for All C°enll°°eA��' Taal Pmvided=1,262 SF LOCATION MAP: h 5.All Stnectmes Buried Three Feet or Mure m Subject FLOOD ZONE: 1 / LEACHING CHAMBER DESIGN scare: +"=z000 m Lot Coverage: _. - - I° / �E ,a Vehicular TtaBic to be H-20 Loading.It is the Engineers- 2°ne X Dwelling= 2,604 / Recommendation that H-20 Always beUsed NlPipestotmSchedule40.Use Based on Map jf Decks/Porch 4 S.F..F. S.F. - ,`iy 'I 6.Install Watertight RLsets and Covers to Within 6"ofFiniahed Oracle g_50p Gal.Leaching Chemtrers ins 25001C0757J ASSESSORS REF.: Pool Cabana - 624 S.F. VCwe/ - e _ Over Septic Tank Inlet and Cadet,D-Box,and Two Lwching Chamber. Jul 16. 2014 Map 774. Parcel 39 Pool = 1,056 S.F. ( All covers rue m he maximum 18'for concrete or 24"Ga91 Eton. 12'x 72'Washed Stone Field as Shown- pool P Total =4,728 S.F. (72%) - "/� 7.Septic System to be Installed in Accordetu:e With 310 CMR 15,00& Vol) r '• - MR 1 00-7.00 Latest Revision mod the'fown of Bemstable . t obtla .--"y'- Art q �/ Bawd of Health Regulations. _ \a ado Wide P me �,, L=yy4.01 r Pt be Sch 40 PVC. _- p0 ,G' R=29.93 _ .lS Bo I Have a Nhnimum Inside Dimension of 12 and s Minimum 8 All 'Piogt Finish Gr l ` 9.U•Box Shall now 69. \ -w. �,�;)i^' Sump ot6' J.M in.. - / Jam` 1 . lam 1 ?L" JS5 FRW 10.The Sopwation Distance Bet een the Septic Tank Inlets end 9'Min Com acted FA Fobrre Rnodaa:worms ` t 'F - Outlets Shall be No Less than the Liquid Depth,Inlet Taos Shall Extmd And/Or 1 0� T a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 24'. -1/8'- ,/2* 1 Below the Flow Line,end Shall be Equipped With a Gov Battle. Peo Stone r - = ` Y j LEACHING --- smna rs_ e Washed i - \� .\�/ / �bb ,t /f .-, � CHAMBER eof _ � T J - SED P E flSlo moo/ 1 TM_2 f �- 7 Ply J CROSS SECTION OF CHAMBER � se,• ..'/ _,.,� ,,�-,, NOT TO SCALE ' - . > r f r PMW o w a Se a Nate 6(frP.) j. .( 4; )\ '``✓' '-/ �\ � E ° E ;_r�S ._ e CI u is %N . / F.G.EL.20.50 _. ... a w Fc..EL 21.00 Flow Equlnxere , .r 'i p•1'r tf ~Lq ,'l.. O��/ b �Cp16 .�1 K r �-As RMulred \ Y 'fir". i.p• �{yp"0 f ft \ - - EL.19.50 - � 5 7000 Gallon - qEu' / � A s."� ? ! 5 tie lank GP° y,,t`•.»D 0?6y /fT { / Q 2 y ,•�_..'.� % \ - Instellu To .Sae Nota t0 D-Bov B _I _ - Confirm All Prkr `�\ O �.'.� "; �1 F To Any Wok - &Y3>Tllb EL t L chl 9 F' T 25"vYCC Ta I O eE \ 7►f� ' - - - - _ •T e t seance On /• _ cn n ,90 1 -3T31--Conlnac-ralase e 1 2 sly w/f zs ( t . ' Baeding,'r'9. I(En fixed R d!Reel oe D.0 in g 1` p ,y' S / �.% rna Banda t' An Unwltob/e Sort,with 5. r ot e L,PRPO V 1 y L/ �I---a • _. _ as Per Title 5 fie out Peri not o(Th $yefem //. era � ^.. � SED I o f No Groundwate - xA ) t)5E0 �- P\ TPNK l _ L r Per Teat Nole 1 '1 P DEVELOPED PROFILE OF SYSTEM ' \ T e oJiDtn LOT } J i o�'° NOT TO SCALE °o �N .•,\ \ 39,852tSF \ .✓"'^' ,\° PERC TEST: 15,236 -4 PERFORMED BY:CHARLES ROWLAND P:G-SUI.LIVAN F.NGINEF:RINO* + SOIL,EVALUATOR NO.13586 Cs WITNESSED BY:DAVID STANTON,R.S..TOWN OF BARNSTABLE DECEMBEIt 2L 20169. .. rqNw SITE PASSED o /$ 5 8� t.w 4 �^ ., Pg�o ,e TEST HOLE-1 EL.20.5 TEST HOLE-2 EL:zo.o TEST HOLE 3 El.zoo TEST HOLE-4 EL.21.5 5 C 1D- _-. AELAYER IOYR 3R SH B S AE�LAYFRIOYR ..AE LAYER IOYR 3R ..AE LAYER IOYR 3R ..VERY DARK GRAYISH BROWN . - @, \ ''-�+.✓'v \''\ - I -/°1i�P'-.. )TRY�DARK GRAYISH BROWN:. 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T,SILLS NG FOUNDATION LL BY 1 U I12'EACH WAY 1 I - PROVIDE AROUND NEW POUNDATION WALL PEWMETER: I DATE: 07/14/2017 r .END O PLATES`1lok Eo,r s®MAX.3G'C.C.a{;•_I2'FROM I BOLT EMBENTMENT M!N.]' / PIATE WASHERS UNE OA PATIO ABOVE -----------J. 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T TI R7 C 6 13'-3 I/2' 'I 14'-7 I/2' i:p uP 15 RS 6„ , S6 3 3 9'3' � W a © © O © ©1 5 I WI- � o S3 cow - y YI Z s PORCH > g ANDI . 3'-9' 7,-,.77--1 CONCRETE Wry.. NG VENEER 7-9. g4 5 �W/ Q a 1.25'-0• 12'-O' 12'-0' 6.6 P.T.FOSTS BUILT OUT 9 Z LL i0 I O.I O COLUMNS W/TRIM y19 O 12'-0` l a-a 12'-aL o/ya J 34 a ,B'O. C.m co LL ui OI'-O W � 111 a I � PROPOSED DATE: 06/01/2017 FIRST FLOOR P L A N SCALE: AS NOTED 1/4"=1•-0" living area - 2604 s.f. DRAWING#: garage- 663 s.f. A2 - 8 OI INTERIOR DOOR SCHEDULE KEV ROUGH OPENING W x H SIZE STYLE MATERIAL E2 O32"x 83* 2'-6"x6'-8' RIGHT HAND SWINGDOOR-OPANEL. SOLID GORE MASONITE O32"x 83" 2'-6.x W-W UEFTHANDSWINGDOOR-EIPANEL SOLID GORE MASONITE O26"x 83' Z-O"X W-8* RIGHT HAND SWING DOOR 6 PANEL SOLID GORE MASONITE so-.83-* 4'-0"X6'-W DOUBLE DOOR 0 PANEL SOLID GORE MASONITE O 02"x 83" 6'-0'X6'-r DOUBLE DOOR 6 PANEL SOLID GORE MASONITE I 5 74'.83- OW x 6--8- DOUBLE DOOR-6 PANEL SOLID GORE MASONITE O62"—x83" 5,-0"x 6'-8" SLIDING EARN DOOR Q!) 86"X 83- r-o*.er-s, SLIDING(131-PASS)BARN DOOR O61 1/4"x 84 1/4" 2'-6*x W-Ir POCKET DOOR-0 PANEL SOLID GORE MASONITE .UO 38"X BT T-O"x 6'-W DOUBLE DOCII1-3 PANEL SOLID GORE MASONITE 2 25'-0' 12'-0' 3.-G. 6 39--G- I 3'-0- 1 2'-r- 19'-rl . I I 1 11-0" L ji G-7' 6 4'-2 1/2. • -3m ------—I -3m -------- ---- --- -SEAT 11 5T.SEAT W 5TORAGE UNDER 9'0. 1 1 16 3--3- C13-1 BA 191-7 1/2° 14'7' 0 A,kw. 7 9 CLOSET BEDROOM#2 0 BEDROOM#1 L GUEST ROOM 6 BATH#3 MASTER BEDROOM B '2WALKIN CLOS ET z DN 9.-5 1/2. 0 -------- 4-0 -- L 2 6 -ta d of 122)L CLOSET--- n8 5-�W� Q 10 (D V 1% HALL NI, GV V. 5 - Al, BATH HER ----------- 5 CL05ET (0 1 BALCONY U eN BATH#2 112- r OFFICE OPEN TO BELOW T-1- 5149 1/2" 14'- G-1 7 1/2" 1 UA 5 24-G 112" 4--0' 14'-O'_L 5--G- 0 �D z q q K W o z ID fj) w 2'1 -S 1/2" q > uj 0 0 Z 0 w 0 CL 0. Lu 34'-0" CL W co U) q q IL: L) 1011-01 Lii 0. PROPOSED SECOND FLOOR PLAN DATE: 05 01/2017 1/8"=1-0" living area- 2451 s.f. SCALE: AS NOTED DRAWING#: A3 - 8 40'-0" 10 1 2'-O" 10-0" 12'-O" O N I UNDER Cd I ICE REFRIG. I IMAKEq 24' 36' 15' woo \ WETIBAR \ I o STORAGE I / BEDROOM mill CATHEDRAL CEILING = d — — — — — — IN J O BATH CATHEDRAL CLNG — — — — — / I \ CL05ET / T KING LOUINGE \\ / LATHEDR�L CEILING \ D / I \ I O I N l O'x 7'6"I5LIDING DOOR O O PATIO FLOOR PLAN 1/4"=1'-0" I G'-O" BAIRD RESIDENCE - POOL HOUSE 81 LEAONARD DRIVE, OSTERVILLE, MA lc 2D (�� - 5 a�dM �,a� � LJ1 N d N � f Q ��✓ 1 - zil 24.0' 22'-0 cWaG.F�ntis I nr;A; r 2"cir.u=a,+•[avEs t_q. 3'I 5'-I I• 5••i0' S'•�9' S-I i' 3' Tr t STRUCTURAL ta I C 24'.9' 12'3' - - TMY 4 .P'rL Wa. l--b!"*' PT yl10 LEDGER I ' AA iO�.JC •�+'.Lt Ch^- !.A _ Llf,t�9 - C 1F iD� �; +ei. I . a TT ct-�.. �t�ae t+xs ! I - -- -- -- • - - - - - - - - - - - - - � N Fil — — — _— _ —__ s p71 � - - - - - — -4 N L CLOSET '1 icu 25'-3. 1 t0 - ti �.. 3'.O' C.' ^ 14'-I 112' O 00 u - I, - ti - q'<--�I I TV/PLAY ROOM I N ,n•:.usT ... : � r b R€u -I•t FULL BASEMENT a 8 a. BUNK BEDROOM b o A r - [ 'e :�• r4 UY C- V xn81r_4: 1 .• UNFINIS UTILITY 11ED / � 6'-T 6'-)• � - 12'-6 1/2' 3Y euL.✓e+ttx•..L1��.:kcR _ ��..v b a - I s1 N r— 51u - 12'-9' - 101- id-412' t3'-T 93'/2" ry _W -rj I Ifit^1 - _ -� rc'.4LRtr.C _1 I I 4\ a a w,a• m I y< I 1 I 1 2 I �Ls .ol c r:ur •� 4�-v ryL\ a I WIMa6o1 WIar19 TEE_LL Is)lw, IT 7B'LVL GIRT - AY .t O I 3Iya 117/a•LVL GIRT ';A[>E ?JAl;3 I I F rgSr� '.e.\7 _ - .._ I✓ fL'-e. qpn A_UTT•1'- I m L-t.' J. L .J -n J L-„ -J /�I� J ^�J' I` 1 - 2 1 4..4 : L-___. , U — — — — -J v..' o a_Fnnisc I4�T-- taut r s o `O I !D U lx)17J�ttZ! VL' b f� ® -� J I GUEST BEDROOM I I Df IV 1 O I ¢ }J I I I I .d•ae c5p, -~�i �`! w `_a +I 11 1 v,• w:�.<��I I 6'L' 2'O 1 I L - - - - - —j IL , r - II 11 n r N LLL!' --- L - 17 _ - - EXERCISE ROOM o s Ruo I y Q— a � - - - - - BATH i � T N Lu e�rtl�T, r:.c.•�-•• ><-rl.,: L — — — — 'a aI, �' ' _ _ : I = V d m Z rC-1I 1/2, L - - - - T- 4r. �2LLJv co 24'-612' AB — — — — — - - — - - - — - - - •- -- O z . v I IJ2y!SCI°PC 1. II.:JCI Is✓;rl]t 12Uu V'1'TE � Q - -W V.AL4:4 �^.�,\,"JiI PCF III✓ n1'. itl NPI !.IN't 9f MC IfL Yi. f� d N = ti'1'rc•,L^.G'r'+;2rP:GAFi•1R!'J 1.', 1 i e I'.' _! ... 2 a to - r— ._- .. •ram,d�' Cr-:a:¢s to li ar tit s• u 1��nC ula. O W Z L�:nrn rc t n�.l •: _ i_n.l ,N' FBI-ih p C - _.1 rt Ai-R r:_5 fY I l;!'frt:;.�'n'AY Q . ----=-------� a m coo U- 1 I'.10 12- I CY-O' 11'-10 1/2' L- U - a F DATE: 07 1 09/2017 FOUNDATION/BASEMENT PLAN J t"\aet>C'F'1w 4t :3 uro O.t..r.• fwk:+`('rn)19.U=3'.1'.Irn•rL•lLY NN:lT: "=1'-0" �41 iA+-ac�nsl:a lnu,_r• SCALE: AS NOTED 1/4 finished floor area - 1940 s.l. unfinished floor.area- B19s.f- ±?+.o-�rerx:annrnJwn;L - DRAWING S: total basement area--2659 s.f. - Al - 8 m I O I'.O• m o _ 5 t. - - a W fl FRIG J. m ,7f3z'.-2 f S foNA SCREENED IN PORCH PATIO 12 6° '�41C •t fir:M.';. 2',. 4•-2' t 3, v 12--0' - 3',6 fir O R b LAND]4G L-7=7,F�y © _m t..:V:0r-..w r srr.r_•reorFY m!n o z.- ab+ t�-L SLr'_-2••w-'"]II-�a�:.e r _�-.�I 2 UP II II(v '�10'.-lr IIII I L L _-----__---.I IIII _-_o•.g'--D'_d,�r i - o( II _ - �Nrov -:i �- �f IMUD GREAT RM ROOM INING t. TWO CAR L MASTER BEDROOM ro - b GARAGE _I ! _ _ i I_J L______ -.---------I. r'—P1.K`•..r.C,�.a.'-- � � N ® x. KITCHEN i i i OI 14•%10 112. I L !_ -t——.1. x.r� . 2 I I I I B .`©. I.. sire .,•.Sz e�,e. -! -__ ------ I I t.I U lnx.. --I I _--_.____ a 3 _IO'5 Cr M i 0'.1a' - - --__ ' _ 9.T I- Qi i urTx 2•p HALL 3 I I o n - Q f: �,_I. 1 f _ ___ ___ _ a'+`qn ,I• i Ch 1 Sro-a WALK IN CLOSET •G•m. N P D _ks a N I LAUNDRY 3.6 in 12'-6 1 L2' _- -- _—_— -C 1 LAV.^ • ur.-.;.r I CI.OSET '''3 'p N I P iNTRY I BATH H ry a IJ,3• 1 to 6`I S•I-I STUDY Q 0" FOYER 3 6, C I C m OPEMTO&BOVE - © '"; 'Y ILI J - '^ W S2 13'-0' 6.0. CAA. 5 ' I3•:3 12' t!" 1,11 6:1. :SS 3 - 3 9.3. .F v I - W V z COVERED r/ ; a PORCH W 6 r uNDImD b re c..^n...r�NR s1•.r.:10. B In O Ord O Q OJ 25'-0• i 2'-(Y i 2'-0* t.�7 P.:.K.15 euaf Out 4) A/' = LL tq,r,.l.rc.yu a,�p:r:rr C �. W. �. O MMQ J a W cc u- 34'.0• - I F W ICI•.n• Ix r Ix F DATE' 07f0912017 PROPOSED -FIRSTT FLOOR P L A N TOTAL GROSS AREA PROPOSED-8880 S.F. SCALE. AS NOTED . basement area-2659 0. .. - living area- 2623 s.L first floor area- 2623 s.f. - DRAWING#: garage area-68B s.f. aera0e area-sae s.f. screened porch area-384 s.L screened porch area.3da s.1. second floorarea- 25366.f. A2 - 8 INTERIOR DOOR SCHEDULE N p x KEY ROUGH OPENING W x H SIZE -STYLE MATERIAL 1 32•x83' 2'£'x 6'-8• ARPIT HAND WND DOOR-6 PANEL SOUDCOREMASONITE O3Ix83" 2'$'x6'-8 LEFT NAND SNINO DOOR.6 PANE L SOUD CORE UASONITE O26's83` 2'-0'.6'$' RIOHTNAND 6nINGDOOR-SPANEL SOLID CORE IJASONITE - A SU'Y 83' 4'-0"x 6'-8" DOUBLE ODOR PANEL SOLID CORE MASONITE ----- —_—_ ---------------.____�. O O62'x 83" S'-0"x 6'-8" DOME DOOR•6 PANEL SOLID CORE MASONITE I © 74"x83-. 6'-D-x V-8" DOUBLE DOOR PANEL SOUDCOREMASONITE j - 7 6T x 83" 6'-U'x 6'A" SLIDING BARN DOOR I 8 W'x 83' 7'-o"x 6'-0" sumo:fBLPA6)wN COpA I I � g 61114"x 841/4" 2'E's 6'$' POCK ET DOOR.6 PANEL SOLID CORE MABONITE I 3D 3B"-N B3" 3'•D"s6'-0" COVRLEDOOR-9PANEL SOLIDCORE NA60NUE I I - b I 3'-G• 39'-G' 3'O' 1 b'•O° 12'-G' 13'.'bO OFRD QvvS 7. 11I1t1IIIIII'"I 6.-•1n-r- -,.,-6..-.� 11IIIIIIIIIIIi_ O_-((-._-l--.�•I' - — 3-• _ ;` —I—I— BATH lz 3,6 19-7 U2 14'-7• -5 19 , BEDROOM#2 . BEDROOM GUEST ROOM r - t MASTER- BEDROOM EDROOM WALK I CLOSEN O IIL =N_ - M N OIoO 9'.5 112• 18-o' vLi tK 1 HA.0' C #1 1 BATH i — o _ - ,.12• E BALCONY V I BATH.#2 I \ i I OF FICE 12'-6' [n ( ^.G' 5'tEr I/2- 14•_7 I,z' 6'-.,• ---' --- - - - ---3 ------ - I •111�1 24'.6 12" to W H G O O O G A6 IO-3'.Y G'-9'. 6'.9' I Id-3'. 4 W 'J.. [� w O p \ I Ic LL 9 z 4F Ibj sue\. 0 a J p o Lu 34•-0' 6•-O. .p2,a+� 1�} G Co IO co �1C J { d NO S85132 m} � F PROPOSED - SECOND FLOOR PLAN- � 3 �` DATE. 07,DB,2o17 • living area- 2536 s.t �I, / �I _ _ SCALE AS NOTED DRAWING#: A3 - 8 ,a�1 t nA•:L'X ...aCYSY:U..C:^. RLI {.Y IYRLL 1'S•11:'XI.V ' . ^•:e-� .s::+rczr.'xui - -. .ces-s.:<�.m.=�ers�:M•,ar_cu - ............. _ ------------ •--- -i _ -- -- - ---— ----- - - - - _ '. .� n �tit .. _ _ __ __ _ _-. - .......- T— �e x . ._.__-.__._._. .. .. ..............,,..Y,....._�.,-.. aO1mBl ppIB ML}ti w•(J11fYQB - -- ___ `��' __.— _ ....__ ___ _. __ - ALL 3fic:S, .m...-.-....__— --- —. _....___..__..____.- -'.,E Lilfl f C-I P6cf W:.a'C+.:WA VtGm .______.� - ___ _. -� ___ �. • C`.'e: [III ?{� 11 s '"____.._- ___ _ _ - .11...{ly.�,; <.p ul ,.,_._..___.. _....___..__..,.__.. �...__......, - EC _ v ucBnE.lbol "----------------- ----------.-__,.------ -_„------ __-__ _� ---- cow it . daleMlpnl _. ______ -____ ___ __._-_ _` __ _..___ -..� __ v._ _ __-___:.... ,•.�. ,..� ,�..,. � ._,-a. �y1x.1•ypN 'uh•avr t•osb�i __ _ — - '�' � __ . C G C s ,h1OF ,�. -� PROPOSED - FRONT ELEVATION5� � T� va•=r-0., CL'ii 11HDLiN ri1 h 0 O 4TRIJ TUF- L h > w �� _ _ _....— _ _ ....... T -- __ _ t .Lv me.µ S• ._ ..____-__ ___.___. __....._ ..-..._ ___-_. ............ _ _ _ _ L eu wont cer.,B taSYM - _ BOtn mitt P¢+1�.. T- ._ Wd �. a _ - O B _ —v B I B i B ___ ___ LU ...........- -------------- .......... --- C �� _.. _ _ - — ----- ----- r-� ---- .r.�ne-uw. - __ -__ .eco�a•mr _ - '"----- ". - -- -- _ ..------ -- � _�.T-_a W � to t I { b Al O b *tr iv on -v ;Tmu-awQM1� J • io ef�,1a. ;':ncW.v g _ ` -S:>.. p i __ W F CL DATE: 07/0912017 PROPOSED - R E A R ELEVATION SCALE: As NOTED DRAWING M A4 - 8 WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W.H- ITEM 0 STYLE - MATERIAL - - - - - Or43W.9-072• CU0M2@S "VW CIAD ULTDMTE 2R 000BLEUIUNO WINDOW ALUWNUMCLAO © 7b YT iP•S i/S' -0.2.2. YARVWCIADULnMATE212,0009LE•MUNOVNNDOw ALUNMUNCUO - CUOM2422 WRVMCLAD ULTIMATEDR DOUBLE•NUNGVANDO1V ALUMINUM CLAD OI'-T'f�•Ii SRi- CUCh1SS0 MMVM CLADULIIMATE CA6FAIENT Vr1NO01V ALUWNYMCIAp OY.t•s�lt%- NGP]S00 MAt MCLADULUMATE PCTURECASEMENTVAN00W ALUMMUMCLAID - Or•Il S'S• CVCA2678 1MgVINCUD ULTMATE GSENENT W9tOO.Y ALUMMUN CLAD �� © 1'-9•rr-1 SM• cuLmon MARVINCL ULWMATE PCTUREG ENENTVAN00w ALUMPlVMCIAD ___ O Oza•Trasle• CUAKM2628 M.".CLAD ULTMATE AWNMO WINDOW ALUNUNUM.CIAD- O 16 a TB••r• WESTERN SLIDING PATH)DOOR 2 cx"' a2'V'>h%lA'EL' frfl - - _ - __ _ Q F?1�''E fl^AC1 tt. a4X.:.L'c�•: - :p In O 3V^6'6.6 PANEL FNONT DOOR W Tg SOME SIDE LIOIRS - ......... _-_. - =r. O4L°OMTSSIDEENTRY000R "n MM°hey ni N e6 O'•2 g'S'r 6.1 I' YO-r GS' MWLATEDFIRE OS0•rA'-0'. S°B' OVERNEA00ARAGE DOOR � �"�"^`i � ® � � �ii = —. ._ .. -.____�_____- .. _ - _ 1 Ai — - _ .�JSNMeOer - —— / - -_- ——.— ---- 1•:{w Ired:r _ (1)114'.1114 LVL RIDGE BOARD b // L I I I I b - r :hc -- GnrUxr ---- ---'- _ -'-- IK!� F.+ m 'aar .WM C.✓�+N Ae_Aiht -TR PITF•q,Vyar A..L L772. - _ .:i Cu. '.^Vfa'3.%AP - •AU BL FlAF ie1R.:5 Al 5'L u"'.:fd . PROPOSED LEFT SIDE ELEVATION I? WALK IN - 1/4"=1'-0" CLOSETls' _ F lV 114't II iM'.LVL tatdnd Rxl - ro �5 `--[ 6tity liigY (!fil RR{ �1 Q141: (2I11a'i II..S lLM1 S (I,7: y LT9].0 J. �!� j - Lw,1:.v:Dnxa.,..cH - ---- w,m SYs eN U�= -r'" r e^= CF11 �I�J? � (s1 111 t�e.N1.lL'ALy: l9 e•c [cx� r_or t R 5TRUCIURAL a1- FOYER 0 ..:erg u. �',.+ _ Nu- 3La�� y Im1q,M_, f:It_ r�i 1f( tF; aIIs^�•- ks e'ui�'-arlIy�r_�r�a. �•, WALK IN i 7 STUDY CLOSET V _�__-_....._..__e-,....--.-... — .........�—................. ...:...... ........... J e f' Si-x A2'�- .S L`21F�.,Lt 6•1.;:✓:LIANn1 NtM1.•. —_. _ _ _—._—__ .� WIM26 VANS STEEL BM I 1' C"`CT _ (2f 1 w•r I1 7W LVL 71�-I it 5.x Fri.c rc^i� - - J :rL';. --;..•E. —' sv AL 4AT:Pl (JI114'a II iA`LVLOIRT -.......... FULL FULL BASEMENT - W UNFINISHED I UTILITY BATH ' . .cv°w laeAc• _ _ V LU• I'i nT ircrJ CJ-F' tHl,y;i « ' n e fti:_APAz.6:v.•7:,u ;o F - - - B __ B- — B e*�[T.I,.e 2Lc:q:Ira:U'A.; y ur ...— — - UJ - ag z gS�55' SECTION through FOYER, STUDY, STAIRCASE °°°—= I� I ID a � - } IL J W 40 U.I - w a rke•I Awl - - - -- _ -- ~ a F —-- - DATE: D71D9/2017 Tr I I I II I I I I I I II I I I ls,'L�E!:ert•.esru.��-•• f ! I II I I I f I II I I ! SCALE. AS NOTED .^I fr'.Ux^:w�c•r*.I.v. I I H---I I----i I I i l k--i1---1 I I ! I I II I I I I I I II I I I PROPOSED ORAWNG#: I I I II,�i ) I I I I II� I I I I L-_.JLU-J I I I I L_-JLA_� I I RIGHT SIDE ELEVATION u Li iJ' LJ 1/4"-1'-0" (1)13—13fYLVL RIDGE BOARD - - t,• J-. D Y.^tee grnlV(: x:{t".1L�,11:`_ i i ryrICnl - Rl t LY 15 114'LVL HEADER - N 1111 3'A}rl1 lJa•LVL RX)G / E BOARD 1 P- .-'�YF„yLR([.fey E@\i;'C _ e✓ ./// n II10 HEADER \ \ '...�.•-E L.Iri l�`i:�49�O.L. ` .;�''l /! / \\\\ � ,.. ua I ••• oEtlel caRrq-M1v11V. .• _ ND C4FFC,R - '':Y+' Cl tlTi--�rrA:d\_ __ iF f _ - 'j •'i JL +LiAR p.JJf_'_4.r� � wiRv>.rlWatlr[ u,irglon Mxtlai _ / \ \ 2 HALL BATH#2 BEDROOM tt2 \ !•G• _ ,+, Y Ci - {1 :l r i 1^AD- C� V i I £3 r:e(:1 _rL r ry ''r 9tT wiC•" -V - \.� c F ..w•ep - 071Wr,(I 71A'LVL BN. T. :le,G' 7 C. 'RV.. RI r YA.111R'LVL BN. - - - 1. !-fl v-_ ��_ ,•_-'� cMloneVrt otn[e M9N :l. �_ - .'-1.1�5.. i ad.i t2Jitll •'^Y47Jn I:J __- _ X _W139 IJ po4eM-Ti"— (17'I YA' I1PIB'LVI.am. L:s\ /,,.F'T -mC. neaE _ SnXDP - P.T.nla e --cam >otliir L'k oNY I 1Q •'7.-}II::..1J4 IV el IS 'v11....11V/.I.•' CL !j1�RPC1�1'fWF.E\' v b uiMUD LAUNDRY HALL ! di ui -.. ter.:. n 1=s e, .s LAV. HAL L KITCHEN m SCREENED IN PORCH CLOSET _ m in r�A i[.h -J-_w�C\ u - r;r<.<!EC'::US r-g r. c---r'- 1t Ike: I 1 I}\y ..13YPF A ..Gi. ntl l IIiYI Ilmr J r.._ _5Y a�.emu._ �!'rnr ')"u ' fir+ Y`' ti• 1 a::•... �'1�n f.n D.'iti.[• i.;+l••�,.�Lr=4,11Vr,--; U: ' !b C!: 4., i;41. V:k1n:Lr� '1 r I1:1Sc 1. 1 or.(tlatl r•. . ;,, (3)200 GIRT. - - ^y - J• r 1.�.. _ wta ^PIDa;.,:r:RT - - 1B WilalB STEEL BM� I - rr cuv.Y.c'-! lii-- - �'- .-.-1 FLATE rs- :w:.�i I�< Irrl -;ai-ir r 2)�nS rr,a 5l 6 •n-cP, � I ,_:I - 51..h. r1l,, CYL\ 7 f 1 (g 0.,U.49 C' .2'--4v1A !I {76FA-c'.� rC .\D11a3L 1�� ll'D .AT(9 L".[ - .15-1 Z. rtAi ILA It I rE #.7 t:••KEt1s2vT fib t..t�u:'v,L-hr w8ffr-: o al..V.:• S.R�c•.1 t«.c r'[11� FULL BASEMENT FULL BASEMENT L 9-1I \Jx^7 },OTd pT JLL9 J`.,TJ ti r J. IY fh 2' UNFINISHED UNFINISHED .�• lli:.r,4C.YvY�i>YeY' _ � Ix Fa9L4 'G"r•9L4Y e�•::CE61 .• - P�.N 4 .•L d.i �e@\r A,.:t�-:I . °•�T'P.A CA 4\' G .-:rY(IA`itY•i rd 'r",�T:1 lt. .._4Lil.If}r��l.. aTv� rtL f- ck].. Mr lJ.: Z kfLLrC f_-rrti.•Frtil.l [L 7 - 0.x,.i+ cl'W✓ <F•CC CCL-'S C ••.• r•"• vq! --VnFEJt s.a1 C.:... f21 P5 eLcnC=.3'-53'r'_'I •:�/iy1+L'C-1..c.Aa�ra--i l'w't PS.C;_tR=F^,I,);ill-J. t {or- is 33'-9' 15'-!D ill• L.RIC J. .� S2 SECTION through MUD ROOM, HALLS q TsI I(ITLL�1A6 rS3 SECTION through MAIN HOUSE&SCREENED IN PORCH No, 33,8v62 � 1 , s i ✓ N W (1J 1 3/3.111 L6 LVL RIDGE BOARD - i (>)WDHEADER 2112 RIDGE BOARD 19 (1)I LP1111C LVL RIDGE BOARD . //// � rt....Jr-1 � s �'\\ •:;<r}.Irtr»93•fr:_+�r / _ / I I.E;u��1 �s Iv i 0 II II a ..alma:.0..1-M _ • )p si t r 1 c.mrJ 1+uu )n 'IP.r.-r /{)>.1• R i RII 'l . ea ,. 1 :. \ \ y -- wrt, R SpONAf p•uyg \`\ IMF] Mrr // /' 1. `\ BATH MASTER ♦\\\ •_g•- (p a 'u�r� u`st.nlF..i'� ea //// GUEST ROOM `\ \\ Z. fi ,'CrL r µ , , ICI W�.gl � lYR rr1 1! 1 vi''r(t71 I Z W _ L{-� :rd,c Iv•.G.�ad:,. GI'tyn tl vra'LVLtmn W I.. . (3)13/1-■S 1?'VL HDR 314-x 'r _ Q O wMLow.PoiCn,. _ �.I 13)1 31A' 81?LVL HEADER - - (J)AflXEADER Wtl•J9 o:W14315TEEL BEAM I-Y1T '.^ u-!~virtue �ti.�u:;c va¢,l.:<1s. w�/� � - b BATH' WA�N MASTER BEDROOM b CL MUD w CLOSET TWO CAR ROOM inn 0 GARAGE � Z I::rlfbu •-'7e Ah nl1_L::l�:s G t1.^ nr•A r-f! �'S '..,ry-b. Nn ti o: ^r-f L i't 'l•3ev�Yk:.u. a ig Z O yw'.11 m:.is a:V e,n. ruo aironnX..el C.Q J W (3)1 314-i 11 7)B-LVL GIRT _ _ _ G T.MM {..:! -' � Q:W OD - O �( t d rl t - L- I - �.rr2'rrF--t "cs Lrn, t Gz I R!F N J L-4 -)�- ! � 1.9� 1:2' )-' -11� L'n ��rC / OV LLLV Y� Ir i.,h1i..,,fE9 i"N WA E23E?(f Ir A f`R Ire ,l T I-11 l JuT?!RY �,\,,,,,. L _ u.,:: rgica r�,..i.rvsLD c prLr FULL BASEMENT Q'..: 41¢-Ll1.0 Pl'.:1I 1.1L' b\ .A51 /ALL 1V tY A:G F Cl l:l'R. ^N'r'rc�...W,.cv ht.N7 'l\RSIG ,a 1,\ 1]Tlr..n;y - UNFINISHED' F. gull ArL:y wA LL1 w.,On:..Y„ GUEST BEDROOM BUNK'BEDROOM '�� 25- t/2' t DATE: 07/OB/2017 r�J\ -C L^`-'"• =-A=11T Sj SECTION through GARAGE, MUD ROOM IGI.i:\I,A.P�F}III.. t 6CALE:.AS NOTED 31..9. DRAWING#: S4 SECTION through BEDROOMS A 6 8 /Ir m.6 o 0 z, a a Db { AAA (.&lU o,(20WhFADER OF v t� 41 �©�f ERIC J. fe1 - 4Z ST RUG3l3P,AI- fJ �( ®0 - - -- aSa Vr12118 STEEL HEADER YJi319 STEEL NRAOEA _. _—_ __ 4,;w3'r.•w.i AHJ•?_ __._ _.^:— — _ .� '_.V.Fv(-t.4t n..CY+< __ (9)1 9f4"r e 1R LVL HEADER 5 I i 1 I• '' •a-iv�ri me 3 a y � 1 1 I I I 1 1 - ' Af �T p Nes%n1N•: W12xa5 a,W1444 STEEL BEAM F. J t_ I I I I i I 8 u = _ (2)LVL9 Z w �C'�+.1: L-..ST — i — i— — '— - —- •i: wloxl9 sEEL 9EAA1.6� Laz m. o41 �, 5 - i` (2)1319"x 117/9•LVL mm- 0 W-d,Y&hall - �' F I: LLi. I211 S,C.x it 7B'LVL Li IT (3)2re MDRkl— a -P11.4�''r1 _ t i>t bl � •P.F'.v'-,:�414A'.lA�<t.^. 6 F i VI all a f.ti ei - 19113N"r87lYiVL HEADER S2 >' a 1 1 — W 1911 v4•x 11 7/B-LVc 0 O S3 _ S � 0 5 6 > LL a W jly 0 I A ?e f919�9 HEADER Q O � Ga o 41 z Sad ° SECOND FLOOR JOISTS - 11 718" AJS ALL JOISTS 16 O.C.-TYPICAL others are noted IL to 'r W SECOND FLOOR FRAMING PLAN W w 0. I- DATE: 0710912017 - SCALE AS NOTED " - - - DRAWING k: A7 - 8 ZONE: " • , w RF-1 (PPOL.) SEPTIC NOTES Area (min.) 87,120 SF . ; • LOT CALCULATIONS: DESIGN DATA Frontage (min) 20' '�° `� = 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Single Family Width (min) 125' � { Lot Area: 39,852 S.F. Upland Prior to An Excavation For This Project the Contractor Shall Make Setbacks: • Y j - 8 Bedroom @ 110 GPD the Required Notification to Di Safe 1-888-344-7233 . Fron t 30 q g ( ) No Garbage Grinder ' Floor Areas: (Excludes Garage) g Side 15 2. The Contractor is Required to Secure Appropriate Permits From Town Total Dail F Basement = 2,604 S.F. y Flow= 880 GPD Rear 15 $ t' First Floor = 2,604 S.F. Agencies For Construction Defined by This Plan. Use a 2000 Gal Septic Tank . Porch = 384 S.F. TBM E1=20.2' NAVD'88 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Second Floor = 2,451 S.F. Top of CB/DH Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Pool Cabana Basement 624 S.F. 19+" Assure Watertightness. In General,Water Lines Shall be Constructed in LEACHING AREA OVERLAY DISTRICT. Pool Cabana = 624 S.F. 880 GPD/0.74(LTAR)= 1190 SF Required AP - Aquifer Protection District ` m Coordination With COMM Water, and Shall be in Accordance q � Total = 9,291 S.F. (23�) a Sidewall=2(12'+72')2'=339 SF '` With 248 CMR 1.00-7.00&310 CMR 15.00. " '+• , Bottom Area=(12'x 72')=923 SF ' o _ 4.A Minimum of 9" of Cover is Required for All Components. Lot Coverage: /!.. /ry 5. All Structures Buried Three Feet or More or Subject Total Provided= 1,262 SF Dwelling 2,604 S.F. �; = f ` to Vehicular Traffic to be H-20 Loading. It is the Engineer's LOCATION MAP. Decks / Porch = 444 S.F. � , 1gx5 f �� g' g LEACHING CHAMBER DESIGN FLOOD ZONE: Pool Cabana = 624 S.F. Recommendation that H-20 Always be Used. Zone X Scale. 1"=2000'f Pool = 1,056 S.F. 0 6. Install Watertight Risers and Covers to Within 6" of Finished Grade All Pipes to be Schedule 40, Use Based on Map # Total = 4,728 S.F. 12� r _ J Over Septic Tank Inlet and Outlet D-Box and Two Leaching Chambers. 8-500 Gal. Leachin Chambers in a ASSESSORS REF: ( ) }} p g g 25001 CO757J Zox+ 1 � \ } All covers are to be maximum 18" for concrete or 24" Cast Iron. 12 x 72 Washed Stone Field as Shown. July 16, 2014 Ways0 1 . ° °'o /S 7. Septic System to be Installed in Accordance With 310 CMR 15.00& Map 114 Parcel 39 BJDH \ _ _ / 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable (40 0 ' F d R= 9.93 r N Board of Health Regulations. 0 0 8. All Piping to be Sch. 40 PVC. 69 .. 9. D-Box Shall Have a Minimum Inside Dimension of 12", and a Minimum Finish Grade Sum Of 6" oq C t p ,1 h h 1 1 _� I.... e / j t 10. The Separation Distance Between the Septic Tank Inlets and 3' Max. !;; ,�_? ��.EI �� 13 Ill,�l ,, �,�1: r ,; ; =;� 1 �( t ,.� { ,odadendrons t 1aRs N 9" Min Compacted Fill - F ' F^d N Outlets Shall be No Less than the Liquid Depth. Inlet Tees Shall Extend -- Filter Fabric a Minimum of 10„ Below the Flow Line. Outlet Tees Shall Extend 24„ Fa An ` \ �• ' 3 Below the Flow Line, and Shall be Equipped With a Gas Baffle. 2 1/8" //2' 0 S Pea Stone 4 " ~ �,,,,�'"y �._..,, �� 2a `� � �..�.._:.;- rH-3 �� LEACHING 3/4„ 1 1/2» Stone Washed 1,,e / Y la � " ""'■ � Double � � 1 CD P � � � /\ � �� CHAMBER � � PVN slot, 10'- --� 12' + } 00 TH 1 ` 1 d' 56.1' % 1 J Cy) CROSS SECTION OF CHAMBER _v i X P SED m NOT TO SCALE ST( E ` S F.F. L. 23.00 Provide t S D E. IvE Cleanouts f' \ 0 E See Note 6 (typ.) G RORR E0 F.G. EL. 21.00 ,.w ,. _r.✓ G k ." \ z ` ' 1 '/ S' � 6 i rl F.G. EL. 20.50 f � N 'Por _ Y ` /� `' S�8 2 jt ti f _ � 1. 5 c /P E� N 21 ✓rry 54.3' X RO 0 G A \ Flow Equilizers ^/ "3.64,-�I EU• G /� �, O i b Invert As Required 1 \� T G F•83 ^ \ r „t �;\ s EL. 19.50 EL. 18.DO - ;. 2000 Gallon i F F EL �.. �� De"':; �J......21 ` r' Installer To EL. 17.75 To EL. 17.50 0 Septic Tank P 7 2 DE O Q \ { Confirm All Prior See Note 10 EL. 25 EL 17.08 r,. G J 0 cE To An Work D-Box #8' PR P U O O 5ED EN I y 2 St�f : /`: G t ,) GPO t EL. 16.50 (T \ PR _� Leaching ; Dwel/ing ___. a, .8' _`.._.._. f To Be Installed On Chamber n PRO G �- Stable Compacte se Bat. EL. 14.50 x p �� Bedding »T»s _ r- NCE .. o Po e E spection Port, If Encountered Remove & f?eplace / f- 2,10 akR i & B l AU U,rsuiiatrle Sails `W;thn 5' r.f; ,. GPGS , t SEG U SEp K , O gyp' "a" 5 D GPp P TpN as Per Title 5 I The Outer Perimeter of The System ( ^ ¢�'� POE PR gOX N,pR TIO D' O SE L t z ` Zo 2150 EL. 9.5 M es Hole 2 ,> No Groundwater o W T MOVED ,. '� Per Test �. LOT , DEVELOPED PROFILE OF SYSTEM O -e 39, ` r N \� N '- 852f SF . X N /? NOT TO SCALE 0� z C) 72' 0 h l a Nips S. �. P - r e , PERC TEST: 15,236 r'h r O ~` } ^m 4 PERFORMED BY: CHARLES ROWLAND, P.E.- SULLIVAN ENGINEERING c_ SOIL EVALUATOR NC. 13586 n' N \ W o j{ WITNESSED BY: DAVID STANTON, R.S. -TOWN OF BARNSTABLE o t•. < 1 , �w� { DECEMBER 21,2016 }' 1 SITE PASSED ;..., D Z rlf GPGSE PR PGoU 15 \ w, \ 2 "� }` ` E�-• ,) \ r-ate U, \`'a u _ o TEST HOLE - 1 EL. 20.5 TEST HOLE - 2 EL. 20.0 TEST HOLE - 3 EL. 20.0 TEST HOLE - 4 EL. 21.5 N ce/ah tyP AE LAYER 1 OYR 3/2 Fn d AE LAYER 10YR 3/2 AE LAYER 1 OYR 3/2 AE LAYER 10YR 3/2 ,._,. VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN ; PROPGSEp � �~�` _ �._ _ ...... 10" SANDY LOAM 19.7 10" SANDY LOAM 19.2 12" SANDY LOAM 19.0 10" SANDY LOAM °N 20.7 PPTIO -'~"� B LAYER 10YR 3/6 B LAYER 10YR 3/6 B LAYER 10YR 3/6 B LAYER 10YR 3/6 PRIRE p�l i17. DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN ` 46" LOAMY SAND 16.7 26" LOAMY SAND 17.8 28" LOAMY SAND 17.7 30" LOAMY SAND 19.0 C LAYER 10YR 6/6 C LAYER 10YR 6/6 C LAYER 10YR 6/6 C LAYER 1 OYR 6/6 BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW MED. SAND MED. SAND MED. SAND MED. SAND o FENCE N�Connistr°ro 26" PERC TEST 17.8 2G" PERC TEST 17.8 PROPGSE Michael 201 441 PERC RATE<5 MIN/IN(LTAR=0.74) PERC RATE<5 MIN/IN(LTAR=0.74) 126" 10.0 126" 9.5 126" 9.5 10801 112.5 NO GROUNDWATER ENCOUNTERED O GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Q� N C. ca CIVIL` � .48168 LEGEND: 9 FGIsTF�O �w�Q FFSS(Ot!A1.ENS\` 0 Deciduous Tree Water Gate © Gas Gate NOTES: PREPARED FOR: PREPARED BY.® Catch Basin TITLE Site Plan � / 1.) The property line information shown was compiled from + Coniferous Tree CB DH available record information. Gilbert Baird .III CapeSUry Pro osed limprove7ments(] BRB Barnstable Rood Bound 2.) The topographic information was obtained from an on the • En ineerin 1�-�- Sign Guy ground survey performed on or between 161AUG116 and 17/AUG/16. 415 Greenwich ST Unit 6B Sullvai11 g gLight Post Utility Pole Consulting'lnc, 23 West Bay Rd, Suite G at O 3.) The datum used is NAVD '88, a fixed mean sea level datum. New York, NY 10013 (Soe�4n-M"- P.O.Bw659• 7PadwRwd,Oatervllle,MA02655 Osterville MA 02655 L - -25- - Elevation Contour -oHw Overhead Utility Wires aeA&UIlWanerorLoem-wwwwBNanenj$n=m (508) 420-3994 / 420-3995fox www.copesurv.com 81 Leonard DriVE7 Barnstable (Osterville) Mass- I__20 0 10 20 4G 80Draft: JOD Field: WHK/ASK L`-I ( Review: . - � Comp./Review: RRL/WHK DATE: SCALE: V) Project: 36034 Drawing # C493_3gl June 6, 2017 _ 1 rr _ 20r SECTION - SEWAGE - SEPTIC TANK - "D" BOX - - LEACH TOP OF FON - - - - - -✓- (MSL)r "2"OF"a TO ltz" I WASHED STONE � i TF If' i I IN • OUT • + \� _ --" r.......... �''-4•-^�'� E4 1 � y, �,i`�Q.��' �'E. ..�-l 1 IN • t i OUT I N- r f'4t:. - SEPTIC 1ELEV. -E —vJ TANK v- LE . ELEV ELEV ____-- ' •+ k.- ELEV. ELEV. S W A5HED STONE N 1 TEST HOLE LOG t � 7 TEST BY L� , o. r.• WITNESS TEST DATE A l I t -- Ic1 c DESIGN — _BEDROOM HOUSE y- �+q T.N.T.H. o 1 - �► 2 f_, -; 11 '=" ,6 `'OG' iF ELEV. _. ELEV. �t � 4 -�_,•�.`� -�•"� - , NO DISPOSER POSER DISPOSER PERC RATE MIN/IN. w ___ t ? FLOW RATE _'Z ,%- (GAL./DAY ) tni.rs 3t: t...I SEPTIC TANK -: °>ir (d. >= t ve�c� Ig + REO'D SEPTIC TANK SIZE .-•�� `� �'� LEACH FACILITY SIDE WALL 166.S' (7 . 4,i 7-q G/D. � I tiny To BOTTOM _ E, ( t.c3 1 '1 G/O. en TOTAL iF ? USE: __._LEACHING ci —_____---._WATER ENCOUNTERED - NOTES: (UNLESS OTHERWISE NOTED) 1. DATUM (MSL) +TAKEN FROM ._.___•,,. QUADRANGLE MAP 2.MUNICIPAL WATER______,__- `. _—___AVAILABLE. 3. PIPE PITCH: 1/4"PER FOOT , ARNIF 4.DESIGN LOADING FOR ALL PRE-CAST UNITS: AASHO -__._,. 41 OJALA DISTANCE AS CERTIFIED 5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. 6. PIPE JOINTS SHALL BE MADE WATER TIGHT c? �IYIZ. v _)GALA -� " 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. t t'lo. 3079;' ,.4348 1 SITE PLAN STATE ENVIRONMENTAL CODE TITLE 5 �tY c) 4l r REG.PRO T L ENGINEER _ REF_ ----- down cope engineering PREPARED FOR. " c'�.1 CIVIL ENGINEERS LAND SURVEYORS - -- - - - --- - ---- —��_---- r. BOARD OF HEALTH REG.LAND SURVEYOR CONTOURS (EXISTING) ----------- _•. MA �am DATE (PROPOSED)^O-0—O—O— APPROVED DATE —T �+ `" DATE