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HomeMy WebLinkAbout0032 COLUMBIA AVENUE - Health 3 "Co1umFia:Avenie r Marstons Mills P A 103 1000-0 li TOWN OF BARNSTABLE LOt:".�rPN �� i ,���� y SEWAGE # -490 J- 429 VILLAGE ASSESSOR'S MAP & LOT 10. — 0a INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACIL=: (type) 7-ZD Gal LOW 4 Claw d j 3 (size) 10'A 3O' X-Z NO.OF BEDROOMS 3 BUILDER ON C_QR-) (Of PERMITDATE: -or COMPLIANCE DATE: J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 and,2 CaL- .,, Sg� 00 No. W I Fee THE COMMONWEALTH OF MASSACHUSE-TTS Entered in computer: 4e,/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYfcation for 30igpool *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(/)Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3 z GD uN 1g Q Owner's Name,Address and Tel.No. Assessor'sMaprnarcel ,/�^{JS G��$Q G� -1a�d, e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size Z� sq.ft. Garbage Grinder( � Other Type of Building dQc°S� ��'Ce No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 34VII gallons. Plan Date Number of she is i Revision Date Title �S 5 a' ��. Size of Septic Tank Type of S.A.S. 3 © Q G° 4� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b is o of alth. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. ' ��5 0'"1 Date Issued v w' - .�.�r-r-..n,.,Fi►rF'�4,w�'Yry ..i�Y,...r-..r... L r .r. �.tr �'"'�' ..... -.w *�v°.ry. _4a` +--.. ... _ ..1, No. co � �4 Fee ' Entered in computer: THE COMMONWEALTH OF MASSACW 1oD#' S Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Application for bigool *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( .) l Complete System El Individual Components 11 "Location Address or Lot No. 3 Z �� Gl ,b�l�' p l/C° Owner's Name,Address and Tel.No. � G1sa L�rra �-re Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 7s- �� 36z_ysy/ �. Type'of Building: pgr Dwelling No.of Bedrooms 4� 3 Lot Size Z 35 sq.ft. Garbage Grinder(11t)11� Other Type of Building 9 '9CE' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 30, gallons per day. Calculated daily flow 3i gallons. Plan Date 1P/Z Z 1J Y Number of sheets Revision Date Title S Sim lC'�'l D Size of Septic Tank ©®� Type.of S.A.S. 3 5�220 �4, C�'� �e4s y 'Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 'in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been sued b t is Bo of alth. Signed Date Application Approved by A Date U Application Disapproved for the following reasons Permit No. C Date Issued —THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CE +TIFY, that t e upt sit Sew Disposal System Constructed( )Repaired (�Upgraded(P ) Abandoned( )by . �'. e �✓ at 3 Z c® Ll W l0 4?l/II? h s been constructed in accordance with the provisions of Title 5 and the for isposal System Construction Permit No�-'�� dated ��_ Installer o 1 Designer Ti L The issuance of this ,erm'%it shall o_be construed as a guarantee that the syste it Sunction as desi_u- . Date Inspector`*...,...__ No. C�'� `� ! Fee!y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogal *pgtern Congtruction Permit Permission is hereby granted to Constr t ))Repair( ),U`)grade(+�) bandon Y ( ) S stem located at 3 Z C��G�j /�' 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: ConCsttru tion must be completed within three years of the die[ of PP Y this permtt. Date: t A roved�b• __ TOWN OF BARNSTABLE LOCATION Let AIVE SEWAGE # �Oa� �.,?� VILLAGE — _ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. .124, 1t��' 6,xoA k 8:�z SEPTIC TANK CAPACITY LEACHING FACILITY: (tyke) tav 6'C 144 'Cift daj�)(size) NO.OF BEDROOMS 3 BUILDER ON eVINER)- b P>ERMTTDATE: y"�'�r COMPLIANCE DATE: 13�o Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet j 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 ( .•.r�r I e 7�1 00 MAY-10-2005 09 :54 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 Town of Barnstable $ Regulatory Services s 1 Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: $08-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: `6�� Sewage Permit# VK�—/Z? Assessor's Map\Parcel/0,3 00 Designer: �oWw% E, tie 6 1• Installer: 190f- r - Address. 939 M&1 e G Address. 4�f M On l ®S &00 2l®ll/ Cl�11-"was issued a permit to install a (date) (installer) septic system at �0 l�c �.D' {. based on a design drawn by (address) WLvk-c 1 0 dated �0 d d (d igner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank, I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. � __1tk of MA ARNE H OJALA (I ller's Signature) CIVIL. enNo. 30792 PC 1 S T EA �S'SfO!r.,.- �N Designer's Signa (Affix Designers Stamp ere) p EASE ET TOBARN&T E BLi HE rH IVI Tl A O <,OMPLIANCE WILL NOT BE issUED UNTIL BOTH THIS FO_R 'M— AS-BU14't' CARD AVE RECEIVED BY THE BARNSTABLE PUBLIC EIEALTH DIVISION. THANK YOU, Q:Hcalth/Septic/Designcr Certification Form 3-26-04.doc +e p Vi Commonwealth of Massachusetts ° /t7q y is Executive of Environmental Affairs 2 U 1996 DEP i; o P Department of 'e Environmental Protection 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 32 Columbia Ave. Marston Mills, Ma. Address of Ownec George Young (if different) Po Box 177. Groveton,Ma 03582 Date of Inspection: 05/13/96 Name of Inspector: Michael DeDecko Companya Name, Address and Telephone number: Atlantic Environmental P.o Box 2384 - M ashpee Ma 02649. Tel : (508) 4771420 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 inspection . The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. The system X Passes ---- Conditionally Passes ---- Needs further evaluation by the local Approving Authority --- Fails Inspector ' s Signatur • ; C Date: 05/14/96 The system Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (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 or the Department of Environmental Protection. The original should be sent to the system owner and copy sent to the buyer, if applicable and the approving authority. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 32 Columbia Ave. Marston Mills, Ma. Owners: George Young Date of Inspection: 05/13/96 INSPECTION SUMMARY: Check A, B, C, or D A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CM 15.303. Any failure criteria not evaluated are indicated below B)SYSTEM CONDITIONALLY PASSES: ---- One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair,passes inspection. Indicate yes,no, or not determinate (Y,N, or ND). Describe basis of determination in all instances. If "not determinated", explain why not. --- The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration , or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. ---- Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of the.Board of Health). ----- broken pipe(s) are replaced ---- obstruction is removed --- distribution box is levelled or replaced ---- The system required pumping more than four 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 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address : 32 Columbia Ave. Marston Mills Ma. Owner : George Young Date of Inspection: 05/13/96 C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: ---- Conditions exist which require further evaluation by the Board of Health in order to de- termine if the system is failing to protect the public health ,safety and the environ- ment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETYAND THE ENVIRONMENT: ---- Cesspool or privy is within 50 feet of a surface of water ---- Cesspool or privy is within 50 feet of a bordering vegetated wetland or a small marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNC- TIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT. ---- The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. -•-- The system has aseptic tank and soil absorption system and is within a Zone I of a public water supply well. ---- The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well ---- The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analy- sis 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 notrogen is equal to or less than 5 ppm. D) SYSTEM FAILS: -- I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to cor- rect the failure. --- Backup of sewage into facility or system component due to an overloaded or or clogged SAS or cesspool. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 32 Columbia Ave. Marston Mills, M a Owner: George Young Date of Inspection: 05/13/96 D) SYSTEM FAILS (continued) -- 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 over- loaded or clogged SAS or cesspool. --- Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. --- Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). number of times pumped --- Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. --- Any portion of cesspool or privy is within 100 feet of a surface water supply ortributary to a surface water supply. ---Any portion of a cesspool or privy is within a Zone I 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 ana- lysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 32 Columbia Ave. Marston Mills, Ma. Owner: George Young Date of Inspection : 05/13/96 E) LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above The design flow of system is 10,000 gpd or greater Large System and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist --- 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 11 of a public water supply well. The owner or operator of any such system shall bring the system and facility into full compli- ance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please, consult the local regional 'office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 32 Columbia Ave. Marston Mills Ma. Owner: George Young Date of Inspection: 05/13/96 Check if the following have been done : -x Pumping information was requested of the owner , occupant and Board of Health. -x None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during the period. Large volumes of water have not been introduced into the system recently or as part of this inspection. --x As built plans have been obtained and examined. Note if they are not.available with N/A. --x The facility or dwelling was inspected for signs of sewage back-up. --x The system does not receive non-sanitary or industrial waste flow. --x The site was inspected for signs of breakout. --x All system components, excluding the Soil Absorption System,have been located on the site. ---x The septic tank manholes were uncovered, opened and the interior of the sep- tic tank was inspected for conditions of baffles or tees, material of construc- tion, dimensions, depth of liquid, depth of sludge,depth of scum. - x The size and location of the Soil Absorption System on the site has been deter- mined based on existing information or approximated by non-intrusive methods ---x The facility owners and occupants if different from owner were provided with information on the proper maintenance of Subsurface Disposal System. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 32 Columbia Ave. M arston M ills, M a. Owner: George Young Date of Inspection: 05/13/96 RESIDENTIAL: Design flow: 336 gallons Number of bedrooms : c�'. Number of current residents: 0 Garbage grinder(yes or no) : 00 Laundry connected to system (yes or no): 00 Seasonal use (yes or no) : vc> Water meter readings, if available: t3\A Last date of occupancy : COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow : gallons day 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 : Other: (Describe) ............................................................................................................ Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information : System pumped as part of inspection(yes or no):.....O.Q......... if yes, volume pomped : .................... gallons Reasonfor pumping :............................................................................................................ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 32 Columbia Ave. M arston M ills, M a. Owner: George Young Date of inspection: 05/13/96 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) k Other (explain). .. Q.1..��...�...vv�� �ow„c .s� .... APPROXIMATE AGE of all components, date installed (if known) and source of information ............................................................................................... ................................................................................................................................................. ................................ Sewage odors detected when arriving at the site : (yes or no).....1.3.C�. SEPTIC TANK : ...' ANK : ...! �...... (locate on site plan) Depth below grade: .......... Material of construction: ....... concrete ......... metal ........ FRP ........ other(explain) ................................................................:.................................................................................. Dimensions: .................. Sludge depth:............... Distance from top of sludge to bottom of outlet tee or baffle:.............................. 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 :......................... Comments : (recommendation for pumping ,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.)...................... ................................................................................................................................................ ................................................................................................................................................ ................................................................................................................................................ i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 32 Columbia Ave. Marston Mills Ma. Owner: George Young Date of inspection: 05113/96 GREASE TRAP : . (locate on site plan) Depth below grade: ............... Material of construction: ........concrete.........metal........FRP........other(explain).... .......................................................................................................................................... Dimensions:............................... Scum thickness:........................ Distance from top of scum to top of outlet tee or baffle:....................................... Distance from bottom scum.to bottom of outlet tee or baffle:............................... Comments: (Recommendation for pumping condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.)........................ ................................................................................................................................................. ................................................................................................................................................ TIGHT OR HOLDING TANKS:...P0..... (locate on site plan) Depth below grade:............... Material of construction:........concrete........metal.........FRP..........other (explain).......... ................................................................................................................................................ Dimensions:............................ Capacity:....................gallons Design flow:...............gallons/day Alarm level:.............................. Comments: (condition of inlet tee, condition of alarm and float switches,etc.) ................................................................................................................................................ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAR T C SYSTEM INFORMATION (continued) Property Address: 32 Columbia Ave. Marston Mills Ma. Owner: George Young Date of inspection: 05/13/96 DISTRIBUTION BOX A. !N . (locate on site plan) Depth of liquid level above outlet invert:................... Comment: (note if level and distribution equal evidence of solids carryover, evidence of leakage into orout of box, etc.).................................................................................................................. ................................................................................................................................................ PUMP CHAMBER:....r.?� ... (locate on the site) Pumps in working order: (yes or no)............... Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.).................... ................................................................................................................................................ ................................................................................................................................................. SOIL ABSORPTION SYSTEM (SAS):... e 5......... (locate on site plan,if possible; excavation not required, but may be approximated by non- intrusive methods) if not determined to be present, explain: ................................................................................................................................................ Type: leaching pits, number: .................. leaching chambers, number:........ . leaching galleries, number:........... leaching trenches, number , length:..................... leaching fields, number, dimensi ns:................... overflow cesspool, number:..p?.. ..G Comments: (note condition of soil , signs of�hy���d��((aulic failure, level of ponding, Qndit' n of vegetation (� etc.)..C�✓.�1CUMO... ..SA.t.I. S.! i!K� .. �. .n, ..o .l yd .-t wr r�R. .? , LL...?.►%. . �.bke. �rn�a�zor..� cJ��c�o�-� !D SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property address: 32 Columbia Ave. Marston Mills Ma. Owner: George Young Date of inspection: 05/13/96 CESSPOOLS:..g4.S'.... (locate on site plan) Number and configuration: ..... Depth-top of liquid to inlet invert: ..... y................ Depth of solids layer: ......(a".................................... Depth of scum layer: '' Dimensions of cesspool: ...I..A... (a:.�r... Materials of construction: . � zs. ..e��� Indicator of ground water: ...Nca...T,,xk.,c,�-- ,N inflow (cesspool must be pumped as part of inspection) v�1......1.5t....W.'CA�.... Comments: 11 (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) n ` .... .. ....ern. ....... PRIVY : .... (locate on the site) Material of construction: ................................... Dimensions: ...................... Depth of solids: ................ Comments: (note condition of soil, signs of hydraulic failure;level of ponding, condition of vegetation, etc.). ................................................................................................................................................ ................................................................................................................................................ e SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address : 32 Columbia Ave. Marston Mills, Ma. «. Owner: George Young Date of inspection: 05113/96 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate at wells within 100'. 3 02 A 30 14 3 30 DEPTH TO GROUNDWATER: Depth to groundwater: I`A.S..feet Method of determination or approximative: .h1uJr� ,.�t� .: �;G4�sm........................ ................................................................................................................................................ ................................................................................................................................................ GE [1VSPEC2Q PLA APPLICANT.' BLAKE MOLA UGHLIN TOWN. MARSTONS MILLS Co L UJIBIA /^II W E l 115.00, 0 1, q .GAR. LOT 59 0 = .- �o 1 ti LOT 57 ' LOT 58 EN W.377. y. i A 3 130.00, LOT 69 _ LOT 70 LOT 71 FLOOD PANEL.- 250001_0015_C FLOOD ZONE. "C___ DATED.- 8-19-85 Plan I hereby certify that this mortgage inspection plan was prepared for: Bank lUseoOnly ` TODAY MORTGAGE SERVICES The location of the building shown does _MT_ fall within a special flood hazard zone. PLAN REF. = 157-97 Per taped inspection it appears the location of dwelling does ____ conform to the local by-laws Scale I" _ 3Q FT. in effect at the time of construction with respect. to horizontal dimensional setback requirements or is exempt from violation enforcement action under Mass. General Laws Ch. 40A -Sec. 7Date: —1218-03 PLEASE NOTE., The structures on this inspection were located by tape not.instrument and are approximate only An actual survey is necessary for a precise determination of the 'building location and encroachments, if any exist, either way across property lines This inspection must not be used for recording purposes or for .use in preparing deed descriptions and must not be used for variance or building plan purposes This inspection must not be used to locate property lines Verification of building locations, property line dimensions, fences or lot configuration can only be accomplished by an accurate instrument survey which may reflect different information than what is shown hereon. This inspection is not to be used for any purposes other than mortgage. Yankee Survey accepts no responsibility for damages resulting from said reliance. PHONE: 506-428-0055 ��N KE/El S UR VE Y CONS UL T A NTS FAX 50e-420-5553 'UNIT 1, 40 INDUSTRY RD, MARSTONS MILLS, MA 02648 36233 SDS J I I JHHHHHHHHHLU F1 CMIZ F-1 rin :. VINYL 51121% LAUNnINWOM 61 WA51 NOOK �At?nEN yNNnOW MA512 DE12WOM COMP POI:CN �AfZ17�N POM LIVW(,,IZ�J<JM i , U5-A VINEA VCIEN 32 COUM13IA AVE FX15TINCA TONT FAUN ION MM5fON5 MU5 MA 5CA.t 1/4 - I 'O" FIEF nAMAGT HOW F% i IO1011 r2lollII 81011 S GvV NDOW 1 II WI 81011 O 2161 5ML TT SNE F 5W I I II 1 2 610,1 9,GI.w 7.011 71011 TO" TO" g 1611 91111, O 6ATN f3ftn�OOM IN 61611 DFROOM 2# O 91101, 12'8" -� 2161, 61011 91011 8„ 171NIN6yOOM 2'8 Dt; MA5f P, 9 WOOM � 2'4"Dt; to remain KITCHEN 6912EN CL 2'" CL C� CI. 1, CL 21 II to remain W NP 18'a' 4 1 1 �1111 11�r'� 51211 91 II ' 4 1011 91011 POCKET DR 81 r�� 3'2" 61 Dr; � SINK I%I�� nAMAG� AP,�A 6'0ll I( 0 W 10W 51T NGC?OOM OPENING D K 2'' CI. it,811 CI. T III CL t?�t'I.ACF PAMAGF WMDFP, ( 6'a FOYE NFAKFA51 8 6„ yryn y NOOK doll DF 2'8"EX Vh /'31f i1Zi! OPENING 9'0" �I�II i ZJIQII RIC11 5'10" NI 1411 C'051 DE 5 OVINCROOM u'a l0'6" y�y� 11 II'O" 5 p pL Nf N VE5 H5A VERA 52 COLUMIM AVF MPR5fON5 MII.1.5 MA 3'101, y181 '41811 FIEF PAMAGF PFPAil?5 �XbfM FIp5f F�OOp SCALD 1/4 - I'Oil n i .. SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 87.55' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN I 6" OF FINISH GRADE LISA LYONS, RS ACCESS COVER (WATERTIGHT) TO ENGINEER: k 87.5 MINIMUM .75' OF COVER OVER PRECAST , s WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM >36.0 DAVID STANTON, RS 1 WITNESS: �cf cM,f RUN PIPE LEVEL 2" DOUBLE WASHED PEJSTONE DATE: 10/20/04 N� toN�a ►v�,,,� PROVIDE SOIL f COVER OVER Exir \86.0 t* FOR FIRST 2' 3' MAX. - < 2 MIN/INCH PIPING WITH PROPOSED 1�.Q0 PERC. RATE LOCUS INSuLA'n.; BLANKETNAS GALLON SEPTIC 85.0' H-20 ' NECESSARY 85.25' TANK H- 10 83.0 CLASS I SOILS P# 10839 ( _� 82.43' 82.26 aam � 0 = a � =BAF FLE N� I 0 82.17' a � OC7 0 aoa � o ELEV. f„ ( 7+x SLOPE) \_6- CRUSHED STONE OR MECHANICAL go 0000 0 000 � 0~ Q 86.0' COMPACTION. (15.221 [21) 8 2' Cl 0 0 Cl 0 0 1� E] c 80.17' A � DEPTH OF FLOW 4' 3.8 1 " " ( x SLOPE) ( x SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONE LS/ 3 TEE SIZES: " 1OYR 4 3 3 INLET DEPTH = 10" H-20 CHAMBERS 9 *:. OUTLET DEPTH = 14» B LOCATION MAP NTS LEACHING LS FOUNDATION 10' SEPTIC TANK 66' D' BOX 11 FACILITY ASSESSORS MAP 103 PARCEL 100 5.17' 28" 10YR 5/6 83.6' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL ZONING: RF BUILDING SEWER OUTLETS AND ELEVATIONS Cl FRONT: 30' �,.. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ;, MS/LS SIDE: 15' n REAR: 15' 75.0' 10YR 3/4 : .9 40" 82.6' C2 MS s � 85.5 2.5Y 6/3 86.4 132" 75.0' -I. + 85.7 NO GROUNDWATER ENCOUNTERED NOTES:PROP I Q9� POOL 1� + 8�.0 ASSUMED 1 'e. + 86.7 �� SEPTIC DESIGN: (GARBAGE85.6 DISPOSER IS NOT ALLOWED 1. DATUM IS EXISTING 2. MUNICIPAL WATER IS ' DESIGN FLOW: _1 BEDROOMS ( 110 GPD) 30 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 6.9 6.7 USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR LEACH CHAMBERS & D'BOX TO BE AASHO H 2 r `- SEPTIC TANK: 3 GPD 2 = 660 . ro SHED o p -� ( ) DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 I .5 USE A 1500 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. 8b, 85.9 6. CONSTRUCTION DETAILS TO BE IN 'ACCORDANCE WITH MASS. 86.7 LEACHING: 8 CO = 117.9 ENVIRONMENTAL CODE TITLE V. ci----- - �^ 2(30 + 9.83) 2 (.74) SIDES: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 30 x 9.83 (.74) 218.2 TO BE USED FOR ANY OTHER PURPOSE. + 86.6 S BOTTOM: LOT 109 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �� 336.1 21,138t SQ. FT. + 86.1 87.6" TOTAL: 454 S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT + 86.9 I EXISTING DWELLING USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + 8" EQUAL) WITH 2.25' STONE AT ENDS AND 2.5' AT SIDES FROM BOARD OF HEALTH. o f•82` 86.6 10. PUMP '& REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM LEGEND ..- BEN C MARK CORNER OF I I Q�\ 100.0 PROPOSED SPOT ELEVATION TITLE SITE !��/`1/Y CON RE E: DOG PEN EL. =86.2 I I / c� \� \ a .• 87.2 Of I 'o I 87.1 \'-' \ 100x0 EXISTING SPOT ELEVATION OF I ��� \ \ � �. 32 COLUMBIA AVENUE I ' w PROPOSED CONTOUR `�0 „ \ \ \s IN THE TOWN OF: 10o EXISTING coNrouR ( MARSTONS MILLS) BARNSTABLE ffi 7.2 I s7.o CP CESSPOOL PREPARED FOR: 0.00 8 \ \ O LISA LORRAINE 7.3 86 86.9 170.5 85.3 .6 --- -- 0 5 20 0 20 40 60 - \ + 84.8 I 4.8 95.0 SCALE: 1" 20' DATE: OCTOBER 22, 2004 , { - COLS UMBIA + 87.0 AVENUE t ' off 508-362-4541 ifax 508 362-9880 + 83.1 ..,.. I ��,�,�'(H OF l,/ y ZN OF down cape engineering, Inc, �� ARNE H ARNE cyG� + 85.9 OJALA H. CIVIL O LA N CIVIL_ ENGINEERS 3 634e BOARD OF HEALTH o �P LAND SURVEYORS TE j� Ess% MA 939 vain st. arrlouth, roa 02675 ONA� ENU "o SURr�'�� ' 04-293 APPROVED DATE Y 6 r AR OJALA, P. ., P.L.S. DATE