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HomeMy WebLinkAbout0305 BAXTERS NECK ROAD - Health 305 BAXTER'S NECK fiU-M,MILLS A= 075 009 r� MWINJ ql?cp,� 2 �Q� TOWN OF BARNSTABLE LOCATION`305 R • *ex )�jI.C>G.I ,2� SEWAGE # 20\5 33y VILLAGE t • �ti U S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY (�L--) \S00 (IrcAk0f\ LEACHING FACILITY: (type) (size) SOO Cam:\\on NO. OF BEDROOMS BUILDER OR OWNER ���►i I\Y� PERMITDATE: I3�115 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 5 ( Lit oi TmiR s�k e� to vus� 00�53` y. s o No. � �� Fee/ THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OO.BARNSTABLE, MASSACHUSETTS Yes 2ppliCation for ;Disposal 6pstem Construction Permit Application for a Permit to Construct Repair( ) Upgr$de( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. : o,5 Eke r7� Owner's Name,Address,and Tel.No. tV Assessor's Map/Parcel�rj M��-$T `Ak o Installer's Name,Address,and Te1;No,T V 9— 9 3 0/0 Designer's Name,Address,and Tel.No. Type of Building: P �f Dwelling No.of Bedrooms � Lot Size sq.ft. Garbage Grinder(IsO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design fio provided �� gpd Plan Date fj ZS Number of sheets Revision Date Title CA-rlm Size of Se ticTank 1 p Z�� Type of S.A.S. Description of Soft 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 Certificate of Compliance has been issued by this Board a0fSh d Date Application Approved by Date f Application Disapproved by Date for the following reasons Permit No. Date Issued 1 ` 4 - No. Fee ' THE COMMONWLALT OF'MASSACHUSETTS Entered ui computer: PUBLIC HEALTH DIVISION - TOV�VN?' ARNSTABLE, MASSACHUSETTS Yes ; application for t sposaY p P (Construction Permit Application fora Permit to.Construct(�) Repair( ) Upgrd ( �,Abandon( ) Complete System ❑Individual Components Location Address or LofNo. �0,5 ��`��� ��� Owner's e,Address and�Tel pNo. Assessor's Map/Parcel:," O't"S � o vQ.�. '•L� �,— 3 6 ,., Installer's Name,Address,and Tel.No.- �'- 4Z Designer's Name,Address,and Tel.No. Type of Building: fig,, 1 ?)I 1 y Dwelling No.of Bedrooms Lot Size t N�7 S� sq.ft. Garbage Grinder(to Other Type of Building No.of Persons Showers( ) Cafeteria(> )* * ' Other Fixtures `'` r Design Flow;(min.required) o A gpd Design flo provided T Z gpd .0, Plan Date 5 ZS �/� Number of sheets Revision Date Title CA, C.2—,mot C�T- Size of Septic Tank [ sop Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) y Date last;inspected: a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e th. J Date Application Approved by Date .� Application Disapproved by Date for the following reasons Permit No. - Date Issued 9 434 THE COMMONWEALTH OF MASSACHUSETTS '' -. . BARNSTABLE,MASSACHUSETTS (Certificate of Compliance s�`'�THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(k ) Repaired( ) Upgraded( ) Abandoned( )by at 366' 4!9 xrXz 1je e—X has#been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nod1 3 Sated 3 � J -5 k Installer Designer Y #bedrooms Approved design flow 1) gpd t The issuance If this ermit shall not be construed as a guarantee that the systemtwil 'o as desi d. n F I/ Date I �b Inspector 't i ------ � --- , Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS " Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair qo( ) nUpgrade( ) Abandon( ) System'iocated at ��j �,gXTS �./ K �o /�lasJ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r Title 5 and the following local provisions or special conditions. Provided:Construction mus e Neted tithin three years of the date of th s permit. Date �� Approve r T t�r� Town of Barnstable o` o Regulatory Services �►aNe,�B� Richard V.Scali,Interim Director 1639.A� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 j Installer&Designer Certification Form Date: /7 Sewage Permit# W Q__-_S' I� Assessor's Map\Parcel -71 g Designer: _�b}!.� ®'�.M� Installer: pAs7-o2�s �`KGAt/��7i'c�J Address T . -C7R ------ AS�oc. Address 191 U'Ar, -3UL S On 3oa�t--- R�;TZ ,� 0,4-7M!Q was issued a permit to install a ( ) (installer) septic system at bo 1*Krn_S t, f ce„ based on a design drawn by t (address) 44. 0 Cirf1L.tX `• c,5�x , dated 4 . °r 2 (designer) 115- 74 1 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 relocati of the SAS or any vertical relocation of any component of the septic system) but in ordance with State&Local Regulations. Plan revision or certified as-built by desi er to follow. Strip out(if required)was inspected and the soils were found satisfact I that system referenced above was c t1 d 'n compli t e terms iW royal letters(if applicable) Stitt►(3p JOHN JUWt q�r M. N M. (n is Signature} 0 014EILLY OIRF11.tY 4 U NO.46733 CNfi_ v � NO.36200 ► s Signature) ,19 r's�Sta If PLEASE RETURN T4 E DA,IZNSTABLE PUBLIC HEALTH DTVlcrnty r1,ttZrrtcrr s ern OF COMI'LIANCF WILL NOT BE ISSUED UNTIL DO Tp1 rr.n_u,►s .,. BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC AEALTH DIVISION I HANK YOU WSeptic\Designer Certification Form Rev 8-14-13.doc 7�APk_ `AJ,5��Cq y (7 /6 17 I f Town of Barnstable P# � Department of Regulatory Services i..ate,i Public Health Division Date KAM 16 ' 200 MToFT 's MA 02601 Date Scheduled me Fee Pd. So Suit ility Assessment for Performed By. J t rAfZVLL Witnessed By: I LOCATION&GENERAL INFORMA Ili ON &WIS}�� Location Adddre_ss y �` er's Name �'� .30S URXiPX V}� m/1�� Address SV`2�NG1ml b WOCCeS� w7&�n 't't,A _oawq Assessor's Map/Parcel: "15/� Ir✓r"� Engineer's Name g;TVe.W 'G,-,,eA 1 NEW CONSTRUCTION REPAIR Telephone# 50$"13,9(0 -(P�( Land Use Ek59 At_ es c^ Slop ("h) 0— S Surfsce stones 14D Distances from: Open water Body"+'2 ft Possible wet Area 126® 8 D.*.g water Wau Drainage way K_ft Property Line R Other_ ft SKETCH:(Street name,dittmmsians of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) J �Q I 6AR 0 0 v 0-0 .7 e( Parent material(geologic) 1 ' o-G a^MCA CL Depth to Bedrock 1 s++!�✓' �� '^-1 Depth to Or»ndwater.Standing Water in Hole: '` Weeping from Pit Face Estimated Seasonal High Groundwater 1A C f"g9 DE m ATION FOR SEASONAL HIGH WATER TABLE Method Used: ' Depth Obsirvc-d standing in obs.hole: in. Depth to soil mottles: in. Depot to weeping from side of obs.hole: in. Groundwater Adjustment I & ladex Well# Reading Date Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date7-3•1 Time Observation Hole# Time at 9" tl 4 ' Depth of Perc _ A Time at 6" Start Pre-soak Time Q O°.1W!f10 01 d0y.00 Time(9"-6') End Pre-soak 0:1� 00 0°//O /;5f� RateMmJlnch �J1'1 \ Site Suitability Assessment Site Passed Site Failed: . Additional Testing Needed(YIN) Original:Public Health bivision Mervation Hole Data To Be CompleW 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. I DEEP OBSERVATION HOLE LOG Hole# from m Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Co '[en %Gravel IF LIPS V- R4M4 L—,F-s eO '1 A C► TFF-C 2- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mouse") Mottling (Structure,Stones,Boulders. Conaistencv.%Gravel s 1 7V. 0 72 �l 2A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc % rave o V. FRaLrz- V W DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Manse") Mottling (Structure,Stones,Boulders. Cons stencGravel) O Flood Durance Rate Man: Above S00 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes- Depth of Naturally(ccurrine Pervious M eri,� Does at least four feet of naturally occurring pernous terial exist w all areas observed throughout the area proposed for the soil absorption system? If not,,,bat is the depth of naturally occurring peryio�al? Certification e I certify that on 2,7 date)I bave passed the soil evaluator examination approved by the Departnnent of En ' en Protection boy ys was performed by me consistent with the required at erience descr u 310 15.017. Si a Date _i �'4' 2 8 `" DATE: / PROPERTY ADDRESS: 3.05 Saxters 'Neck Road m Marstans Mills JUL 07 1998 "TVWN OF BARNSTABLE Nl' s G n 7 F 4 R — i S `ATuI DEPT. �c On the above date, I Inspected the s-eptic system at the above aa`dre s. This system consists of the following: 1 . 2-6 'x8-' blocl� cesspools 1 -6 'x10 ' bloc cesspool. The cesspools are in. series. Based bn my Insr-ectlon, I certify the following coridltions: 2 . This is not a title five septic sys•t-em.. 3 . This is a sewage system that. is in proper working order at the present time. 4 . The main cesspool should be pumped annually. There is a garbage disposal present. SIGNATUR',: Name:-J. P .Racomber Jn.. -,---------- Company:*JP.Macomber- & Son* 'Inc .. • ' ; Address:_-Be-u-bb-----=�------- Centerville . Mass__0.2.632 ' Phone:___50.8. -S--3338------- 1 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-LeachfIeIds Pumped & Installed eTown Sewer Connections P.O. Box 66. Centerville, MA 02632-0066 776-3338 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292.5500 TRU'DY CO WILL1A11 F.VELD Sccrcl Govcmor DAVID B.STRL ARGEO PAUL CELLUCCI Commissic Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 305 Baxters Neck Road Address of Owner: Date of Inspection:7/2/9$ Marston Mills,MA (If differenO Name of Inspector: OSeph P Macomber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: J.P.Macomber & Son INC. Mailing Address: Box 66 Centerville,Mass , 02632 Telephone Numbers Q-A 7 7 5 VA'A R CERTIFICATION STATEMENT I cenify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accuraa and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper (unction and maintenance of on-site sewage disposal systems. The system: asses _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signatureeall Date: The System inspectorbmit 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 subms the repon to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owr and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: AI SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.30 Any failure criteria not evaluated are indicated below. COMMENTS: BI SYSTEM CONDITIONALLY PASSES: L One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, up completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate ye no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not.determined", explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or to 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. (revised 04/25/97) Y&y• 1 of 10 DEP on the World Wide Web: hnpJrwww.mapnel.state.ma.usroep Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 305 Baxters Neck Road Marstons Mills,Mass . Owner: Marion Holbrook Date of Inspection: 7/2/9 8 B) SYSTEM CONDITIONALLY PASSES (continued) A&.4 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). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced d2b 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 C) FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: .4M Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 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 SAFETY AND THE ENVIRONMENT: Cesspool or privy is within So feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance A14 _(approximation not valid). 3) OTHER Q (rovisod 04/25/97) Yap• 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 305 Baxters Neck Road Marstons Mills,Mass . Owner: Marion Holbrook Date of Inspection: 7/2/9 8 D) SYSTEM FAILS: You must indicate ei;i.er "Yes" or "No" as to each of the following: _ 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 correct the failure. Yes No Backup of sewage into facility or system component due to an 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 1/2 day flow. Required pumping more th n 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped 6 . xl Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. v Any portion of a 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 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 analysis. 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. El LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 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: 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) The owner or operator of any such system shall bring the system and facility into full compliance 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. (revised 04/25/97) Page 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:305 Baxters Neck Road Marstons Mi11s,Mass . Owner: Marion Holbrook Date of Inspection: 7/2/9 8 Check if the following have been done: You must indicate either "Yes" or"No" as to each of the following: Yes No / Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components,.@cluding the Soil Absorption System, have been located on the site. _I)ONC_ The septic tank manholes were uncovered, opened;and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions;depth of liquid, depth of sludge, depth of scum. _ The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) (revised 04/25/97) Page 4 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 0»net: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flo».�_g.P, Jbed(oom for S.A.S. number of bedrooms: , t Number of current residents: Carnage grinder Iyes or no) �j Laundry connened to system (yes or no). S Seasonal use (yes ad or no).V0 , c ^4 7,6� �y� L�•ater meter readings, if available Mast two (2) year usage (gpct: � ` /�p� �f9 1 l � Svmp Pump lyes Or no):,� J 997 '58,� !B4 r/r r ,.as[ date of occupancy —1-9 COMMERCIAUINDUSTRIAL: Type of establish e.1: Design flow: allons/day Grease trap present: (yes or no)A0 Industrial Waste Molding Tank present: (yes or no)& 'son•sanitat waste discharged to the Title 5 system: (yes or no)&Z�' Water meter readings, if available. .y/¢ P4 Last date of occupancy:—&& _ OTHER: :Descrrbel Last date oI occvpancY- GENERAL INFORMATION PUMPING RECORDS and source of informal on P , System pumped as pan of lnspecsl : (yes or no),d,�o If yes, volume pumped: _gallons Reason for pumping A//Q TYPE OF SYSTEM A7o Septic tanWdistribution box/soil absorption system Single cesspool Overflow cesspools A> Privy Q Shared system (yes or no) (if yes, anach previous inspection records, if any) Nll UA Technology etc. Copy of up to date contract( Other APPROXIMATE AGE of all components, date Installed (if known) and source of information: ��� 19'�� Se..age odors detected when arriving at the site: (yes or no) tr..s..a Os/15/S)1 ➢•y• S of 10 T1 Customer Data Entry Screen 713198 Hare: John Holbrook Marion 428-8770 Customer Code: Address: 305 Baxter Neck goad jhol Town: Cotuit State:IVIA Zip: u gung addle= 12 Wellesley Ave Wellesley MA 02181 Notes_ 312 818 5 pump 2 pools 110.00 715185 85 system 1 hand build 6X8 pool 1358.14 715185 12124186 snake 35.00 119187 915190 pump 2 pools snake 220.00 9128190 718191 pump 1 pool 105.00 pd 7119191 91294 pump 2 pools 240.00 9115192 4195 letter 5111195 pump 1 pool 145.00 5123195 4116198 pump 1 pool 145.00 4124198 1 SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 305 Baxters Neck Road Marstons Mills,Mass. Owner: Marion Holbrook. Date of Inspection:?/2/9 8 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of c tructio�r:+ cast iron JZ4Q PVC_oth r (e plain) Distance from protate water supply we I or suctfon line Diameter tr Comments: (condition of joints, venting, evidence of leakage, etc.) Joints appear tight No evidpnnp c)f is clont;oC] through the houcp vent - SEPTIC TANK:Abt.R_ (locate on site plan) Depth below grade: Material of construction:lj/Aconcrete,4j4metal.(FiberglassV, Polyethylene Otother(explain) If tank is metal, list age VA Is age confirmed by Certificate of Compliance (Yes/No) Dimensions: Sludge depth: AO Distance from top of sludge to bottom of outlet tee or baffle: AA4 Scum thickness: Distance from top of scum to top of outlet tee or baffler/ 4 Distance from bottom of scum to bottom of ou et tee or baffle: A How dimensions were determined: �� 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.) Septic tank is not present GREASE TRAP:&Ve (locate-on site plan) Depth below grade: Material of construction:4/Aconcrete4),4metal 4/4iberglass Of Polyethylene4/Abther(explain) Dimensions: Scum thickness: Plf Distance from top of scum'to top of outlet tee or baffle:_ Distance from bottom of scum to bottom of outlet tee or baffle:4//14 Date of last pumping: NIQ 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.) Grease trip is not pr sen - (revised 04/25/97) Pa9. 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:305 Baxters Neck Road Marstons Mills,Mass. Owner: Marion Holbrook Date of Inspection: 7/2/9 8 TIGHT OR HOLDING TANK:aI /1-(Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grader Material of construction WAconcrete4/Ametal&iberglass4N*olyethylene4�;other(explain) jjh -- A)h 11 Dimensions: Capacity: Alf gallons Design flow: N gallons/day Alarm level:T/_Alarm in working order/ Yes;,Vi4 No Date of previous pumping: A_ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) Tigfit or Holding Tanks are not present DISTRIBUTION BOX:-42%C (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or\out of box, etc.) Distribution box is not present. PUMP CHAMBER: 7�. (locate on site plan) Pumps in working order: (Yes or No) /¢ Alarms in working order (Yes or No),g Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) Pump chamber is not present. (revised 04/2S/97) P&g• 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 305 Baxters Neck Road Marstons Mills,Mass . Owner: Marion Holbrook _ Date of Inspection: 7/2/98 / SOIL ABSORPTION SYSTEM (SAS):/� (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, nu7mber:0 leaching galleries, number:, leaching trenches, number,length:� leaching fields, number, dimensions: overflow cesspool, number: Alternative system: A/5 Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Loamy sand to medium fine sAnd ,Mn Gignc of hvAraiilin failur-q or ponding-All x7eget-ati nn is CESSPOOLS: -J� (locate on site plan) 6rrF' 6 61W / Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Ail Depth of scum layer: Dimensions of cesspool: -Z y !^ y Materials of construction: Indication of groundwater: AAnfLe inflow (cesspool must be pumped as part of inspection) Did not pump inflow cesspool , Both of the nvprflnwa warp H=Z- No water intrusion present _ Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Same as above PRIVY: �Pj (locate on site plan) Materials of construction: NA Dimensions: NA Depth of solids: NA Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Privy is not present s (revised 04/25/97) Page I of 10 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PropenyAddress: 305 Baxters Neck Road- Marstons Mills,Mass• Owner: Marion Holbrook Date of Inspection: 7/2/9 8 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locale all wells within 100' (Locate where public water supply comes into house) 1• r1L rr�;x, use. V. y (i•vi••d6�/1!/!7I P•y• 9 of 10 SUBSURFACE SEWAGE DISPc-.;" ,L SYSTEM INSPECTION FORM P;=,i'T C SYSTEM INFOI:,.', .PION (continued) Property Address: 305 Baxter Neck Road Marstons Mills,Mass . Owner: Marion Holbrook Date of Inspection: 7/2/9 8 Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record 5 \Observation of Site (Abutting pro a bservation hole, basemtr�f'sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps : Check pumping records !/ Check local excavators, installers Use USGS Data Describe in your own words how you established the High Groundwa*er•Elevation. Must be completed) Used Water Contours Map Gahrety & Miller Model 12/16/94 (zovised 04/25/97) Page '��ot 10 `a•rmnrw rn•rsr-.�r' rnrmr•nmers�mtemasrarr�+�rrr�r�*mm mmsr*ra-�mn _ 1 •rn-rrr- r.-zr.--.-..tr.r-'•1 TOWN OF Barnstable BOARD OF HEALTH � �� �n-�':: .-T• T-.SUBSURFACE 9F,KACF DISPOSAL SYSTEM INION FORM - PART D^- CEtt'PIFICATION I :.-.are-'-•r.� -..A ', -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 305 Baxter Neck Road Marstons Mills,Mass . ' ASSESSORS MAP, BLOCK AND PARCEL # 7 r OWNER' s NAME Marion Holbrook PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Sotr Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Street Town or CSty State LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 1 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and complete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . ' u i ilEt 1, Check one : �Systesi PASSED The inspection p on which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 - 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con ircted has found that the system fails to protect the public !health and the environment in accordance w ith 5 , 310 CMR 15 - 303, and as specifically noted on PART C - FAILURE Title CRITERIA of this inspection form , y 1 Inspector Signature ( /�'�� - .� Date 7/2/98 One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEALTII. * If the inspection FAILED, the owner or"Noperator shall upgrade he aYate within one year of the date of the inspection, unless allowed ortrequiredm otherwise as provided in 3.10 CMR 16 . 305 , partdedoc "a21-. w (f) 7K) 7 - r� ti b THE COMMONWEALTH OF MASSA.CHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE S SYSTEM INSPECTOR as provided in 310 CMR 15 .340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. Acun}{ Dirmo r of the L) iu11 uC Water Pollution C0111rol 1�} TOWN OF BTSTABLE LOCATION f� SEWAGE # VII LAGE ;��' ��� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. f� SEPTIC TANK CAPACITY 'h LEACHING FACILITY: (type)° /'^lk'IX10 (size) 60 NO:OF BEDROOMS ' BUILDER OR OWNER Ad",z PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �� Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) . Feet Edge of Wetland and Leaching Facili (If y wetlands exist within 300 feet of ching fa i Feet Furnished by J �. �ont t. 1 c r:. �� � � � � 3fl -' 1, 33`--�, ' " -� r , �'� " , �" ;; . � ,� ( , La CAT ION SEWAGE PERMIT NO. VILLAGE INSTALLER'S NAME i ADDRESS s U I L D E R OR OWNER H 0L c-D6 K DATE PERMIT ISSUED _ DAT E COMPLIANCE ISSUED I'I r . t a � THE COMMONWEALTH OF MASSACHUSETTS �. BOAR® OF - .... JHA TH . ------ ........... ...------0F.... Allp ra#ion for 14"mFal Works Toustrnr#iun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( I-)r"an Individual Sewage Disposal System at ..................................................... ....•..L.... ....__..... - . ...--•-•---- o dr s No ............................................. W ner 2 X v Address �d� ................r......_.... �. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling JZNo. of Bedrooms................................ _Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons............................ Showers — Cafeteria Otherfixtures -----•---------------------------------•---•--------------•---•-•----•---••-------------.._..--•-••--....._..........--•--------.........._.._..•---- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__-__-__-___-_ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter......_............. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------.................. �+ Vra O Description of Soil...------ ....._.....-••----------•------------------••-----•--•--------•-•---•--............................................................... x W --------•------------•=-----------••---•-•------•--••--• -••------••-------•----•-•----••-•--•-•---------•--- V Nature of Repairs or Alterations—Answer when applicable._____... _.._.` ---------------------..........................� ................... -----------------------------------------••-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI.1 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued y t bo rd of hea h. ne --== ---- . ............... Date Application Approved BY• Q.:. ?` ................................... _ - Date Application Disapproved for the following reasons:................................................................. ..................•---•--- ............ Date ------------------------ -- -----•---•-----•---------------------------------- .--.-----•- ----------- --- Permit No...... ....AA------------------ Issued.....2 `.tzZ. ......... �...Date -.� —r r . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... / ` /s!! .........OF..... ':..a..'.:`. Z f ApplirFation for MgpaaFal Works Tonstrurtion ami# •,Application is hereby made for a Permit to Construct ( ) or Repair ( -)fan Individual Sewage Disposal System at: J a ..... fir'.c.._..'`, g .s:c ................................................ h `......._..----------........-----...--------••----------•--.....--•---------........-------- Lo iota drys or Lot No. 4..E...................... A p<t' .�r+ ,a f ,f Qg✓ner Address --•- a .................. ^ar.....::::.... ......._._..---..._...----......_......_.......--'--__....___-....._...---'---•---....._........-- Installer Address Type of Building Size Lot............................Sq. feet �., Dwelling�No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow............................................gall ons. W Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__-__-__-__---_ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1_______________•minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ t -4 ---•--=----.•......................•-••-- D Description of Soil.........�:31s�. � x W ---------------------------------------------------------------------------------------------------------------- --- -- V Nature of Repairs or Alterations—Answer when applicable...___'" ' ° =- `'_f r< ._____. A £ �. " ------------------- -------•--------------------------------•••----•-•-----•--•------------•--•----------------'-.......--....--------------------------------------------------------•---------••----............-•'--••. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health ................ ' Date Application Approved By. .... .......................................�.. 1 .. .. X............... ......................... . Date Application Disapproved for the.following reasons:..............................•-••-•------•••-•---•-••-----•-•--•-••••--------••••-----•-•••---•-----....••-•-- ----- ---------------------------------------------------------------------•------------------------------ t Permit No......: �----�._(01................. Issued_.__.__• — � .. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH / ........................................ M •� .. I i f f .. OF..:.... .:. '!.`. _.....t. �... .. ............................... up nfifirtttr of Tompliana TI�,jS ,S Tom# ERTIFIY, That the Individual image Disposal System constructed ( ) or Repaired by < ........... . .... ^ -•----......-•---•-•-----•----•-------------'----•--.........•••--•..........._-'-•-- ns fftalier .� < at. t.'�.�r ........... ... 1 . .................................•-•---------------•---•--•-•-•--•- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...... .....A........ dated-....�%�_ ;;: --------------------- THE ISSU)ANf E OF,THIS CERTIFICATE SHALL NOT BE CO S RUED AS A GUARANTEE THAT THE SYSTEM �iATISFACTORY. µ, DATE.....--•... ................................................................. Inspector........... - ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD O? "HEALTH .—CG>• /•�. {......OF ',:t %�a't {.'.?r..... '� mod'' ....... No......................... FEE..z.................. Maposal"Works � ns#rttrluan trout Permission is hereby granted_'-'_.. Z� -, '`� .�. :,e'" " '�..................................." -• to Construc ( I or}Yep°pair��•r an Inoivldual Sewage Disposal System atNo.- .0 ._. .... •-• ----•�-•----•-------------•-... ----j---------•--•--•----•-•--------------------••---••----....... Street _ was shown on the application for Disposal Works Construction Permilf_No.:?..._<- 7�.___ Dated- _ .... .................... ..- � Go/ 2 C' Board of Health x DATE--=-- ----------1--•-----•-----••-------------...............--••••-••--•••--- FORM 1255 A. M. 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I . � 1 GGG 5' � . ,e�,,", . �,/I I � I � ,, I . _� ,, , - .�, I I I � I I I . . � � . � ,. � ,,;�- -.Z� � � , �, \1 '. �,,�-, I ITH G-L-D. PLANS . � I � . � I CONFIRM W. � I I I I I I I I �I I I ��,_. I _: �9 I � .-_`� , I ._, � � ,: ." , I I � � I � I � 1 11 � , I , , ,� 1, - I 11 I I I . , , , . I ,:�� . I � I P`ROPO5ED RETAJNING WALL5 I'll. �� 11 ,y - I .1 1. ,- I I I � � I I . � I . ,� ,� _/11, - t . t,� , , _7�_�-­`-, I I I I I . I I I �,, d Zlli I ! . I - . _2�71:� 1 - . I I REFER TO G.L.D. PLANS ,�%, I I I i o % , "'' -, ,�-­��'� 2 I I - I �..­ F ; , , I ,� ,­��` � � � ­ , . , , I ­­ I .---\e, -, - , ; I . , I . . I � . I I I I ,­ I -1 ; 1�� �\',, I - , I � I'll I I I I I � � I I I I I I � � I � I I TO CONFIRM HEIGHTS AND MATERJAL5 �11��_ "I f, I " � : � ,2�", . I I I I I I I I I I I 1, � " , I I I I I I - � ­­�__�, -_� "I � I � I I .1 I � I I I I �� I I i - - , � . I I I I I . I . I � I I , I � I I � ., , , , � . � . - I I � I I I I . , I'll, . I x � � � i � 1, , ,`:� ,I ,� ,�� ', . I .1 I I . I . I . � � I I I � � . I � . I PROPOSED 1500 GALLON SEPTIC TANK � I . I I . I 1�� I - - . I I � � . I �I � I � I �.1 ,1. I - I I I I I I I � I . I I . I I � I I I I I I . - I I I . �,_ IN "I I , � I I .1 . .. I ' 'I � I � � I I . � I �. I I - I � I � I I I I'll I I - . 1 24 - � /Z _. ,,, "I . I . 11 I . . - I I I I I . 1 I I - I - � . I I � . . I I � I 11 . I � . I "I ._-�11 - PROPOSED 59.0(Y X 12.53'X 2.0(Y I � � .1 � . � I I . I . I � I I I I PROPOSED 501L REMOVAL � ��1)­I��'. I"�, ,", , - - I 501L ABSORPTION SYSTEM - I I I I I �. I I � � � I ­ . �, I I � 1- )" - 1 I— CQL� I I � . 11 I I I I I I 1 7,11, , � �. � � I I I I � . I SEE NOTES 27 t 28,_9HFET IC4 , , I "E", ,��;11 V; I, 110SED A ,� N, I " '? ,�, I UP#P I-7D I I SEE SAS DETAIL � 1 � I . I I I I � I . __ ,� , ,� ,,,, �,� I . I I �, ", - r I I I I . I 11 I � I � I I . I - I I . I 11 " ", ,.� ", - �� �,T_ .11 I -",I '� I� I I . � � I I � I I I � � � I _', "" - _! , ,� .- I , I 1 tt. �4 I . I I . I I � � I � I I . - I 11 I � . I I � � ---_� 11 ��, I _�-_,1--�­ , ..�, - ... ­. 1. n Ev--- Metei­5 . I I I I I I � � PROP05ED BENCHMARK: . I I I I � ­;,� I I I I � ­',� '' ,�g 'fl, ..- - I � �k�_I.,� -1 -,Z,,, , �_ , - , �v I" , � -- - ,� , ,, ,---,, I ­­­ 1, _� -7,;�,,,' I�K � _ mtj�-if%, " _ I I � I I .1,jt_N,91�__W.�41 R�,��,� I - 5 11c; �N � . ,,000,�%i.o _4 ,­­ _-Zz,�� I , , I Tor of wood Stake (TO BE SET), � I Y 11 , I . � I ____-�; �- ', -� I .� I I I . � ._ � I -_ -4 , , , I . � I I �,'j - , I . I I �ZM qr 000, -1, I . . � I � . �4'_ M_ ',��g, � w I I I I I .. EL=37.5± TOF(M5L 1929 NGVD) I I - -, I I I I I ' V!_N� I /I ""­�-i'_v,�'_ --,�,iR - 11 32 � I � I I I I I I � . PROPOSED CLEAN OUT- ___-1-1 -, uti-­� -1 -- fxistin,3 Gara,3e , I - I 1- ,­­,- i__.�z� ��:� - .1 , �,,�: � I - -_ - 11C . I I ,, 4�­ .....", ,-, I I I I I I � . , -,,M­­�� _,"." ,_. I I I I � I . I I . I LOCATION TO BE IN LANDSCAPE BED , ­1�, , I TO BE REMOVED I I I I I I �L-, _11_�I- , ,;,-­�77 1 1 1 � I I - . � I � I . I"I � I I I I I I I . - . � ���-,.�,� j:� ,� I - . . I � I � � I .1 -. I I � , I I � I R.... , - I I I I 1, . � I I 11 III 11- o� � -­ 11-111- �11 I PROPOSED 1500 GALLON SEPTIC TANK I � I RETAINING WALL TO CONTINUE .I �,1_-'. I . , I I I I I . . . . I I 117 _,2,_ ��,,- ,��,�`j, . I . ''I I I I . � I I I I I I f,`��_� I'�141"w,�"',,�ll",���'�;,,��- 11 / , I I I I I - , '14 �`.........- "... � 0 I , I I . . I I , I I I �Z�,._,��,,`,'P`�'�, -,�11*x 'Tw.," - � I I ��,,"�`R', - - 1�1;` I 1_�-4`&-�Ie.,,,�,�,- -5 � _ I I � � . REFER TO GLD PLANS zo 0 ,,��,�"',�_'i,',Y', I 'I- ��,� :�',_ 1­&, �'Iv I I , _ ­� 11 -, ",""- �," I ,, " 11, _,",J I A , j j , I . I . I , . , ;� " �,i,,� 'k a_ , . I I I �', �_ _­­'_,_`­ ,��4�_­ ,,:, . I I � I I I I I � , "�,i wL i,�, , PROPOSED SEWAGE EJECTOR I , , - � � 1!���­­4', � I-, - 1;1,I - ��,� � I I 1 130,1 , ,, --- -� 11 I I I I .T", - .-e- `;­ . e_ 11.� I I I I I " �'$� '- ,'R,1'1* �, 1� I . , - ,-I-- �­ .,"T��"�,'' , ".,, I - - Ce, _ ��,�_ ,,.�. -;77 � I I I I , , ,_ ,,-5--g" �! " I � � I _'. ", ,.." I , *_ - ",", - - w �/ I ,3r,,5- . I "' ' � � " I "", , � .......�­V�)-�,�,�� ,�,�, I I �_. I � I I ,� I I ,Ijfl , , " _­ "I I--,-,-,, . I � I . I _�_, �_,� . "- ��,-, ,�­ - I I , I _-1-1111-1 ­11_� IN BASEMENT,SEE SHEET C4 I I I I I I �q , , '' , - �2_,�_14� _11, IN ­7 o , . � I I I . I - . I � 1 �,�,,!';7��, ,��-�,�W-,,'_,-g ".,� , ,�, , , , ��,1�,-,-,U",-__ �/ I I I - I ;P_,<_,?t'��_N�g ',.� , I . I . . I I I I, /I - � ­----� -_ IT �*L---- '- ­_­`� I I I 1� I .1 I I I . I I I I I I A I � 6 p-','z�%�F , ,_�V,- ,;�� ,­ I I I I I I I I I I � I " I '��,,_,� "","­"­ ­1._­­­11;i@F1111 u"i, � - I I I 1, F- --zz�s&­!,-N­�,� . I I . I � . � � I '1� ".�.'�!:,,�i,`5?**�� ­,, ',,--,- . � � I I I I­1 - __1 - - ", - . 1, - / \_ � M , ��", i'�I:.,,- ,':4-��"" "',,,-�`� w I I I � I I I I I I . ` " , - _ ��",.,?�.,,,,, � I . I PROPOSED G'X 12'LEACH PIT _�� I I -­,­ :F -"�­ , ­ , I I I I I I I I ';, , .,,k2t]�...� n � I . . I I I I . I "�',,�,,�'. , - �- Exi5b"Ce55rool'5 (3) 1 . I I I I I _21 .11 11`---,0,` �:,�,.-,:�! " ,1­111111� - I " I I TOP PIT EL 30-- BOTTOM PIT EL- 24±-, 3 4'11 7,7,-�,,,,,�,"�7,�,,-�-�,7""��;T��,,,-,�,.�'; , I � I � � � I I I /.­ I - _­�`�111.1 I �,_�,1�_,�;" I . 11 I I I I � I I . I SEE DETAIL SHEET � I �_ IA - " ­­_1 :p�:,�,,��,�, ,I - �� I I - I I I I I� I I I - I I � I I � - ­�­��`1,�` Z_ ,�., � I TO BE UMOVED,SEE SHEET C4, NOTE 16 � - I . . � I � P�'_�_� I I I � , �fono!�: ; '�'�.'�2��jil',�,I , ,-\---v, I . I � I � I I I � . . I I . � I � I I � / I� I'll, I "i's, `1�2;�Jil',�_ �, � . I I I �i �� I � � I ,I I 4 I !`,,, I I I � Y - I-1 �,.S -N I . . � I I . - . '�--,'5�_o, -_ , ,, ��l kp -t- I I I � I I I -, �� !, I I �, ��, .-,��,Y -j V r- 15 � I I I I I � I � I k"- I I . I I. I . � " � . I I �� ,�A, .�4� 1 . I I I - � - � I I I� �1 I I .�� - ��,;,,',.- ,V! �A_xw . I I� I � I I -1, -- 1­� 1�"51 11 I.11,. I",I,, �,�,',, �I V I . I � �_ I I I I� I _ ­" I I . 1 )0 U er I I 1. 411, _ � I � I !00 f:wft � - *� ,,,, \',, . I � I � I I � 11 � I - �­r-�_--��, _f,�ItA) I � I I I , �, , �� � N�Tr�i���," I I I -- . ,,&, -, � �,,!�.-,,�,�� . I � I -zone . , . �,�5��, 1 �, ,,, �, -1 1, - I I I I I I . � I ,�",�I 1!� I I I I " I � I ,I _ � _,_�,, I � � I I I I , ", (k 15 1 1 1 � N . .11 I '-w 11 ,"�, , . I I i � I . � , - - --------- "I 'V��' I�1, , , I I I ,� I I 11 , . � � I . I I I � I I I I I I i I � I \ ,- I_ �z," �,�� - 11, I I I ( I 111�.' , , ." X, I I I � � I I I � I I . I ik� - 11 I I I . .I -11 I I - 1 1 � I I� 1 ,`,,,�N � Ext5tinq Dwellin.3 , I - , I wlll � e, I � I I � .lkv"k �, � ���-,�;�­3"_., � . I � 11 TO BE REMOVED I . I � . I I I � I i - � I I . I ALL KDOf RUN-Off TO BE PLUMBED : I �_, I � ��;��A _ . � . � . I - - I ,Z�l � tr", , I I � I I � . , _­­ I I � � � TO 4'AD5 CORREGATED PIPE - � �, I I � I . I I I . . I I I . - I I I I 1��I , , I . - I I � 11 I ,_ _�� I ;_ "I . I . � . I - . I I I . - ­� I I I I 11 I EXCEPT UNDER DRIVEWAY OR WALKWAY 5 - _� i �I "', il - t 1. , 100, I � I I \ . , 'j" " I I � I ,­_ - ". \\ � � I � I I � . I . � / , � .1, - I � 11 � - a f��r . I . I . I USE SCHEULE 40 PIPE I I � ;, ,��, I I . - I I I I I b I j ,: 'Or ae I I I I I I I I 11 I I . � I � I � I -7 , \ .. _1"'� � � 017e I . . I I I � . � I I I- ..�- �_/ - �, '\ "'i I - 1\ I 11 - I I I I I I� I I �, I I. I . I I I � . 1-11 I � I I � � I I I I � I ,. � I � - w � \ � . . . () I I I � - I I I � I I e� �_ I I I I I . I \ to I PROPOSED LIMIT OF WORK, . I I I � , 1�01 . '.1 --j ---,, 1\ \\ . I I 35 t _V - 3G - I . I � . I . I I I . I 1 150 I . I � . REf ER TO CONSERVATION ORDER-Of CONDITIONS � . I I I . I � I � . I I I I , I . I I I- I I . I - I . I I � � . . , � - "7011 I- ,.Z" 1\4� _; _____------,, � cc) . I I � I I I I � � � I � I I I I I I I el �. 7'- - it, _\ 1\ ".�7 t\ . I I � � � I I . - � I I , � I COMPLETED BY G.L,D. , � I I , I I . I I �, � I I I 11,� I 1 . . i . I R I � ,I � � - r I N, I I I I I . � I I I � . � � I � . . � I I I I . � 1�I I I � . Fcnl�e -1 � 11 I 0 '�_� wn . . 1. 11 � I I I I I I � � I � - � � . I � I I I I I % I I I I I � / � I I I -, , ------JC _�% � I� � � I I PROPOSED EDGE Of LAWN , � � I I� . � I I � . I I I I I � " -�_ . CONFIRM WITH G.L.D. PLANS � I � I I I , , I-, '"" I __�)( (P I I I �I , � I I �, ;� � I I I . I . ­ � I I I� , \ 11 '-p-j,_7".7,­x I \ , (:� I � � I I . I I � . � - I 11 t -_",I I x . ��. I I I I I . I I I I . I . I � . `� I ­1 , I I I .- .� t , �D I I I � . I � I � I � � I � � . ­ ��,i 28 .:' "� __ I-, � � I , � I � I . I \ I I . I - . I I I � . . - , I I I � . I I I .1 I Scv p - . 1. 11 .� I I I I ��,� � I I . � � I � �� . � I ,/]�� - \ I I �A* \ I �I I ; . � . x I : I I L'or,� � . � - I I . � � � 11 . � - 11 I - " -\ 'I-- -1 ,,?r � I I � . , I � � I 1 I I I - I . � I I I � ,� 2 Ln � - .I- - \1- \ " \,\ I .-, I -Ile � I � � . , . I � -1 - I I . I . I � - . I � I - .--. I I .� \, N �__ . \ I EXf5TING BENCHMARK- I I � I I � I - , . � \� ) I . ,,, \ , " // ­�,CID(FND) : - I I � I I . � I j I I - .� . I � , � I � I I I � . I I --:::- - , �, I I I � -tcre I � I I � I � I I C" - i�. ,�, ,�" \ �� ,I - N� I � - Top C4x -te Bound W1 Di5k I �. I I I . I � Eg_ __� -- \ �,f'\, I. --Top(��,__- I I I I 11-1, I � . � I I I � - - C - " -- I , . I I I I I . 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I Al 1. __� - � " - ��,3�3 - � � I I I I I @_ � '--Z�_ - * _____::z_ - 1 , __,_,,,� , _� "I___� ���M � � - I . . I . I . I I � I I I I I �. (Scaled From Flood Plane Map5), i ___� � � -4 --,-- ----­�: -------.��-:z:`­��--'�­ �', ., - 0)­-- -,-- -, FROP05FD FROPERTY, LINE . I I I � � I I m,, I Z� - - ,,�__,_ . ,- -- -_ �-1 I'll I I I . . � . ,� I I ­ __1 �_ _t�� I 1�_, ,:��4 ,:�� _ , - " ____ I . . I . _N_ - 5-tal w ------ 1�­ - �­_.- --- C� ��'--- . �: -N I I I I � - I - � I I . I I I � . . I I I �_n I I �__��k --- �,-- ­--_,',:��__z ... ... -�, ��.­­- -_,_C0 -- �1_1 -C- _1C . � I I I - I I I 1� I - - ..z- - - - __­� - i - I I I I � . -�,, I - I< - __._ I - � � i . . . - I -�,_:? -_ - --- "I ".1, I I __.- I I � I . � I . I � I ., - � I I I I I � � � � I � � 0 1 1 1 ,.1, I I�­ _� - \ , ��:� -�_---_ ­_ , I, I I ­ I � .1 . � I � . I I � 11. (), Coa5tal Beach -----_ - I k, �� - 1�, ,,_�_, ,- - - ,"�__ _"�� 0 I I I � 11 � I 11 I I I . i I � I __ :� .1-1k"-- , �-- �_ It I ____ I . I . 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Escl I � 31S I . 1 2235 Ma!5!5aGhU5ett5 Ave., Cambridge-, MA 02 140 1 1 1 1 �- - I I 1 Z3 � ZONING CLA551FICATION: I I . I I . I I I 11 ,� � I I I I , I I I . I -_ I I I I I . . I I "I � I 11 AL � � I I I I I I I � , I � I I I . I 111 1 I UWN � I- I I I � - I I I I � I I I . I I 11 � I � I � � I I I I - I � I I . �� r . . 1� I I I � I - I . I I I I I I I I I � I . .1 - " - I , I I 51TE * 5EWAGE D15PO5AL 5Y5TEM DE51GN I 11 I I I ZONE: Rf I . �� I I I I I � -1 � 11 � ' 'I I I 11 I 11 � � . I 1. I . ,�_' ��', -� I I I . I � . I I I I � I I � � � I I �11_ " , I ! I I . ­ I I I I 1. � I I I I � I I I ,:"_-X � � I � I 1. 1 305 Baxter'5 Neck Rd, Mar5ton5 M1115, Ma I I I AREA (MIN): 87, 1 20 5f(RFOD) I I � I � � I I � �� .I - , I I I . I I I I I I I I I I I I I � I I I I I I I I I . I I ; I I I I I 1� I I I I � � . I . I � I I I . I I � _ ­� . I I I I I I � 11 . FRONTAGE (MIN): 150 FEET I I � . I I I .1 I I 11 ! . I I �, I . I � I 1� ­ ­11- 11 I . . I . I I i I I - I I � ­ � I . . I J.M. OTEILLY & AssOCIATES, INC. I A � I ! � WIDTH (MIN): N/A I . � I I I I . I I I I I I I � I . - : I I � I I r I I . � I I I I I - I I � I 1� - I I � � 0 � 1 40 150 1 120 1 � � I � � I � I r . � I I I . I . I I I I � . I I I 4 MMEN"I � I . -Pr*fe,ssi0n&l Engineering, Surveying Services I � I � I SETBACKS: I � I I I .I- r. I I I . I I � � � I . I . I : I . I � . � � 1 . I 11 I I - r I I I � I I I � I� � . � I I I I I � � I � I I I I .FRONT 30 FEET I - � I � . � I I I I . � ­ I � I , I � I � � SCALE 1"=40' 1 1 . I � I � I - � I I I I I I . I I . I I I , - I 11 � . I � I . . I I I � I I � ,R, t . 1 1573 Main Street - Route 6A � I 51DE 15 FEET � . I I I I � I . � I . I I I r I � I � I - I I I'll I I I � I I . I I I I I I I I I I I , . I P.O. Bor 1773 �� . � I REAP, 1 5 FEET I I I I I �� . I I � .1. I I I I � I , � , � � I 1 (5010896-"01 OffiCe Brewster, MA 02631 (508)896-6602 Fax . I . � I I I I I I ''I . �, i I . I � . � I -_ I . . I I I I I . I I I I � I � � ' 'I I I I%, , �i I I � DATE- SCALE: BY- 2-JECK: JOB NUht,5ffK- tI , I I . I � � I I I � I I I I", � , I � � I I . I I � . � I I I I I �_ I � I I _ i I I � - , I I M f� C i I I I I I . . I , I ,I I I I ,� � I _. � - - 0/25/15 A5 Noted Tf/J JMO JMO-GO I G I __ I I I I I I . - I I �, �­ GAAAJob5�Gre,jory,Lombardi De5iqnGO I G6chwinnGO I GVWG�5*51)5(C3)-DWG - I I . I I � � .1 iI . I -_ "I . � I - -_ - -_ - � I_ I I - I I ,;--,* � , I ,11 I I 0 _\ V �_, I " . � I . I 'A.� �� � -1 . I I I I I � I �, � I .11 ! I I I � � I I 1�_­ I � 1,,I � I � I I " , I . I I , . � � I :� , __4,�[I I . I � I � :" ��, .�.-i - I I � I � . . I ,� , 1. . I I � I . . � I � I I . I � I � . � I I � � I . I I' ll � 11 . " I __ - - __ - - ­­-,,-- .- I'll I __ I . . 1 -___ � I I I I I I - - - , ___--__-__ - ____-______-___--_____--____ - ______ __ _________ __ - - -11 I I - , I - - -__ ______ __ - - - - __ __ - - - ____ ___ _____ ____ - - ­ ____ __ __ - - ___ Prcro5ed EL= 34.0-+ 501 L TE5T LOGS, 5Y5TEM DE51GN CALCULATION5 : GENERAL ,NOTE5: CON15TRUCTION NOTE5 CONT. : 24" Diarri. CaEt Iron Frarne and Cover TEST HOLE I� r-L- 15,2+ Rai5cd to Within 12" fiint5h Grade SEWAGE DF-_SIGN FLOW: -EDP _---DWEL7-G@ I 10 GPD = 770 GPD A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER 51f IC 5�Y TEM DEPTH FROM 501L S 01 L 501L SOIL OTH ff R 7 5 00im PIT 5 1 G.) EXISTING SEWAGE SYSTEM SMALL BE LOCATED PUMPED AND REMOVED, Nr-)Tff; PIT If LEVATION CRITICAL TO 5REAK OUT 05c LeBaron LK I I CIA or Eclual SURFACE HORIZON TI!XTURE COLOR MOTTLING Proro5ed EL= 30.8-t (1-15DA) (MUN5ELL) LEACHING CAPACITY REQUIRrID: UNLESS 11-20 COMPONENTS ARE USffD. Filter Fabric 17.) ALL 5JILD I NG SEWERS SMALL BE CONSTRUCTED Pff R STATE PLUM E31 N G CODE 7 BMMMS (m 77) ?T7 777:-D = 770 GPD REQUIRED b-C, I QY 5.)THE DE51GNER WILL NOT BE RE5PON,515LE FOR THE 5Y5TEM AS DESIGNED LIN- L_ Lune Finf,5and _R 4J4 248 CMR 2.00, 1_0NE 2" Layer of 1/8" - 112 Store SEPTIC TANK CAPACITY REQUIRED: MAIN HOUSE LF55 CONSTRUCTED AS SHOWN. ANY CMANGF5 SHALL BE APPROVED IN WRITING, _ -43 G 5 Loamv Fine,5an4, _LQ_yRG/8_NQNff PERC 0 24% 5 LAYER SEP DAILY FL5W= 550 GPD C& 2007c, = I 100 GAL, RI!QUIRtD 18.)ALL BUILDING SEWERS SMALL BE 10 FffET MINIMUM FKOM WATER WICES. 01 Medium Sand I Z& NONE TIME: <$" IN HOLI AITIR I (-) CONTRACTOR SMALL Bff RE5PON,91511 FOR Vf.PIFYING THE LOCATION OF ALL WHERE WATER AND SEWER LINES CRO55,THE SEWER LINE MUST BE 16" BELOW 4" ADS PIPE FROM ROOF PU1NOffr/DOWN5POUT5 N�l N SEPTIC TANK CAPACIT,(R�QIJIRED: GUE5THOU51ff UNDERGROUND AND OVERHEAD UTILITIE5 PRIOR,TO COMMENCEM ENT OF WORK. THE WATER LINE AND BOTH PIPES BE CONSTRUCTED OF CLA55 150 PRE55UFff GAL, REQUIRED PIPE AND BE PRE55URETE5TED TO ENSURE WATER TIGHTNESS. If 18"SEPARATION 5ffPTIC TANK CAPACITY MAIN 4 GUEST HOU512 PROVIDED: CANNOT BE MET OR 5EWER,15 ABOVE WATER LINE, ONE LINE MU51 Bff SLEEVED IN T15T HOLE 2�� fL=18,8:I-_ __iG - --�IN, C01\15TRUCTION NOTE5 : TWO(2)-1,500 -,'�LLON 5777775 A 20'5ECTION Of LARGER PVC 5CH 40 PIPE, WITH T1­11f SLEEVE CENTEFED ON THE 7 DEPTH fROM SOIL 501L 501L SOIL OTt-IER CRO55NG, . . ... . . SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITYPROVIDIffD; "_� _.: 7 7 (U5DA) (MUN5ELL) 1 .)ALL CON5TRUCTION SMALL CONFORM TO THt STATE ENVIRONMENTAL CODE, 71 .-­7 X=EACHING CMAMf3ER CAN LEACH: t I��,)5ffWER LINE, LOCATIONS AND ffXIT LINE ELEVATIONS TO BE REVIEWED/APPROVED -3/4" 1-1/2"Store (3cc Note 30) TITLE 5, AND THE REQUIREMENTS Of ThL.LOCAL BOARD Of HEALTH. 0-7 Loamy Fiae 5an.(�. I QYR,5/2 N-0 Vt-[(59.0 X 12,53) + (59,0 X 2.0)2 + (12.53 X 2.0)21)<0,74, GP'D/5f2=772.77 GPD BY MA LICENSED PLUMBER PRIOR TO SETTING ANY SEPTIC COMPONENTS. 772 GPD>770 GPD RffQuRED 5. Laim tine 5.anj;L,��� I QYR 6/4 NONE 2,)SEPTIC TANK(5), GREASE TRAP(5), D05ING CHAMBER(5) AND E)15TRIBUT�ON 48". C,1 20.) OWNEF,/CONTRACTC.)P,5HA[-LPEVIEW5EI-FICLOCATiON5 AND GRADING NOTE: A GARBAGE DI5FO5AL 15 NOT PERMITTED WITH TH15 DE51GN4, 5OX(ff5)SHALL Bff SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY M,137, CI odlym Ssndl I OYR,7/G. NON TI 7:30. 24 CAL. C�ONE T_- INSTALL: COMPACTED, OR ON A G INCH CRUSHED 5TONE BASE. PRIOR TO EXCAVATION, RATt 7 1500 GALLON M20 SEPTIC TANK_5 SEE NOTE 30 3.)SEPTIC TANK(5)SHALL MEET A5TM STANDARD C 1 127-93 AND SMALL HAVE 21.) CONTPACTOk5MALLVEPIFYBUILDIN(,SE'FBACK5; COMPLIANCE WITH ZONING TWO (2)-4" PVC 5CM. �10 CLEAN OUT WITH SCREW ON COVff R(,5Ift'_ DETAIL t PROFILE) SETBACKS 15 NOT EXPRE55ED OR IMPLIED HEREON, REFER TO ARCHITECTURAL5 fOp, 7 TEST HOLE 3� EL-19,5+ 5IX(G)- 500 GALLON M20 RATED CONCRETE LEACH CHAMBERS W[,ff N FOUR FEET Of STONE ALL AROUND AT LEAST THREE 20" DAMffTffR MANMOL�5, THE MINIMUM DEPTH FROM THE BOT- 7 I_ ONE(1)- H-20 RATED D15TRIBUTION BOX(D[3-9)5HOREY PRECAST I OR EQUAL TOM OF THE 5FPTIC TANK TO THE FLOW LINE SMALL BE 48". BUILDING HEIGHT CALCULATIONS. DEPTH rRom SOIL 5011. 501L 501L OTHE'R NINE (9)� M20- 2,4" DIAMETER CONCRETE COVERS TO WITHIN G'O)F GRADE 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G." 22.) IN5TAILLIfR TO CONFIRM LOCATION Off ALL UNDERGROUND AND OVERMIfAD SURFACE HORIZON TffXTURI! COLOR MOTTLING (U5DA) (MUN5ELL) TWO(2)-SEWAGE EJECTOR5 (51fif NOTES Bff LOW) ABOVE THE FLOW LINE OF THE 5EPTIC TANK AND 5[-iALL BE lN5TALLffD ON TME UTILITIES PRIOR TO START OF CON5TRUCTION. CENTEKLINE Of TIME TANK D(RECTLYUNDL�K THE CLEANOUT MAN MOLE. TALLED PEP,TOWN OF BARN57ABLE WATER DEPARTMENT A Loamy Cirle 5and-. I OY_R 5/2 NONE 21)WATER LINES TO BE INS 8-2 Loamy Cing 5anri _L2S_GZ_4_.NONE 5.) RAISE COVERS OF THE 5ffnC TANK AND D15TRIBUTION BOX WITH PRr_-CA5T REQUIREMENTS, 1 53,144 1 Cl I Medium:Sand I I 0YR 7/G NONE L005E SEWAGE EJECTOR NOTE5: CONCRETE WATER TIGHT RISERS OVER IhLET AND OUTLET TEES 70 WITHIN G"OF FIN15H GRADE, OR AS APPROVED BY THELOCAL BOARD Or- HEALTH AGENT, G.0, MAIN HOUSE: USE ONE(i)LIBERT`�700 5ERIE5 SEWAGE EJECTOR 55YSTfM WITH UTILITY REQUIREMENTS. 12.0 24.) UNDERGROUND ELECTRIC SERVICES AND METERS 70 BE INSTALLED FER THE BASIN 51ZE Off 70 US GALLON5, ALARM SHALL BE ALM-2. PUMP: 1//2 hl', 2" G.) PIPING SHALL CONSIST OF 4"5CHEDIJI.E 40 PVC-OR,EQUIVALENT. PIPE 5HALL Propo5ed F-L= 24.0± BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 1 25,) NATURAL GAS SERVICE LOCATIONS AND METERS TO BE REVIEWED BY THE 1000 GALLON TEST HOLE-4: ft=l 7,0..... D15CHARGE WITH TOTAL DYNAMIC MEAD Or 15 FEET AND D15CHARO�I! RATE Of 50 'ffN5ffD INSTALLER. -QUIP UTI I LITY AND INSTALLED BY LIC DEPTH FROM 501L SOIL 501 L 501 L OTHER GPM. 7.) DISTRIBUTION LINES POP,501L ABSORPTION SYSTEM (AS RE ED) SMALL BE LEACH P T 5URFACIf HORIZON TEXT U RE COLOR MOTTLING 4" DIAMf_TIfR5ChEDULr_40 PVC LAID AT0,005 ff'r/fT. LINE511ALLBECAPPED 26.) F-LECTRIC SERVICE TO POOL HOUSE TO BE RUN FROM MECHANICAL ROOM IN USE LP-1 000-M-20 (MUN5ffLL) AT END OR AS NOTED. MAIN HOUSE. AS MANUFACTURED BY.SHORIfY OR EQUAL 0-8 Loamy Ifing Sand I OYR,5/2 NONE GUE5T HOU51f: USE ONE (1) LIBERTY PRO-370 5ffRIF5 SEWAGE EJE(CTOR WITH Loamy-Fine Sand _LQYR(jZ� NONff ONE Lr40 4/10 hP PUMP WITH 2"SOLIDS HANDLING. TOTAL DYMAN41C hfAD 15 13 8.)OUTIL.IfT PIPES FROM DISTRIBUTION BOX SMALL REMAIN LEVEL FOP,AT LEAST 27.)SAS 501L VERIFICATION: SOILS TO BE Vff R.IPIED BY DESIGN ff NGINEff R AND "FORr 10 HEALTH AGENT, TO EL=2 1.5t, PRIOR TO SETTING ANY SEPTIC COMPONENTS, FEET WITH A DISCHARGE RATE Off 45 GPM. BASIN VOLUME 41 GALLLON5. 2' 51 PITCHING TO 501L A55ORPTION SYSTEM. WATER TEST D15TRI15UT N NOTE: Q-1 15 C I ediurn 52ndl I OYR.7/ 1 NONff 5OX TO ASSURE EVEN DISTRIBUTION, 28.)SOIL REMOVAL: All A LAYER TO BE REMOVE[) DOWN 70 THE 5 LAYER. LEACH PIT SMALL 151f INSTALLED IN CLE!AN SAND 1 ,) PUMP AND ALARM 5HALL BE WIRffD TO SEPARATE CIRCUT­5, 3.) DISTRIBUTION BOX SMALL HAVE A MINIMUM SUM['Off G` MEASURIfl) BELOW REMOVAL SMALL f-XTENE) BELOW SAS AND WITHIN 5 FEET,ALL AREAS SMALL. BE ENGINE EF TO INSPECT 50ILS PRIOR TO 5ffTTING PIT, THE OUTLET INVERT,. FILLED WITH CLEAN SAND FILL COMPACTED TO MINIMIZE SETTLE MENT. DATE Of TI!5TING� JULY 3, 2014 2.) EJECTOR UNES FOR THE GUE5T AND MAIN mou5E TO BE COHNECTED 10.) BASE AGGREGATE FOP,THE LEACHING FACILITY SMALL CON515T Of 3/4 TO ALL SAND FILL SHALL MEET,5 TANDARD5 Or 3 10 CMR 15,255(3) PERCOLATION RATE� L155 THAN 5 MIN/INCh IN `C I LAYERS. TO THE BUILDING 5ffWffR,, 1-112" DOUBLE WASHED STONE FUE OF IRON, FINES AND DUST AND SHALL BE WITNF55ED 15Y� MATTHEW T. FARRELL, EIT,J.M. O'PEILLY* A55OCIATff5, INC, INSTALLED BELOW THE!CROWN OF THE D15TRIBUTION LINE!TO THE BOTTOM OF THE 25.)ALL STONE FOR SAS * DRAINAGE SMALL BE DOUBLE WA51­11fl), NATIVff STONE, DONNA MIRORANDI, AGENT,BARNSTABLE HEALTH DEPARTMENT FREE OF fINE5. NO 5LUE 5TONE SHALL BE USED FOP,LEACHING FACILITIES. 5TORMWATER LEACH PIT DETAIL NO WATER ENCOUNTERED SOIL A55ORPTION 5Y57M, BA51!AGGREGATE SMALL BE COVERED WITH A 2" _E? USE A LOADING RATE Of 0.74 GPD/5f FOP,51ZING OF 501L ABSORPTION SYSTEM, LAYER OF 1/8"TO 1/2" DOUBLE WASHED 5TONE FREE OF IRON, FINES AND DUST. 30�)ALL ROOFED AREAS FOP,MAIN AND GUEST HOU5E'5 NOT SERVED BY GUT] 5 NOT TO 5CALE TYPICAL 1 1 .)VENT 501L AB50P AND DOWNSPOUTS SMALL HAVE STONE TRff NCH5 AT DRIP LINE5. CP1,055 SECTION, PTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WhffN LOCATED EITHER IN WHOLE bp INPART UNDER DRIVEWAYS, PARKING AREAS SMALL BE 12"X 12" 3/4" NATIVE 5TONF_ WRAPPffD IN FILTER FABRIC AND TOPPff-D P TED WITH 2", 3/5" NATIVE STONE. ALL TRENCHES SHALL BE SERVED BY 4" PER.FC, A Certification: TURNING AREAS OROTHER IMPffRVIOU5 MATERIAL; CRWHffN PRE55URE 005ED. PIPE, ALL LINES SMALL BE PLUMBED INTO 5TOPMWATEP,PLUMBING AND -�E COVER 0 5TORMWATEP,LEACHING FACILITIE5, 12,)SOIL ABSORPTION SYSTEM SHALL E ED WITH A MINIMUM OF es f Icertifythaton 11/25/95 1 (Matthew T. Farrell)passed the examination CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). approved by the Department of Environmental Protection and that the above .13.) FINISH GRADE SMALL BE A MAXIMUM Of 3G"OVER THE TOP OF ALL 5Y5TEM analysis p forme e co Zistit with the required training, expertise COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER and .per! ribed.in 3 10 Y5.017. AND SOIL ABSORPTION SYSTEM, SEPTICTANK5 SMALL HAVE A MINIMUM COVER _Propo5ecl EL- 22.5 _23.0± OF 511� NA DAM J 14�) FROM THE DATE Of INSTALLATION Of THE 501L ABSORPTION SYSTEM ILINTIL PFCEIPTOF A CERTIFICATE OF COMPLIAhCE, THE PERIMETER Of THE SOIL AIB5OR?- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE U5F OF 5U)CH AREA FOR'ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. SEE NOTE 30 5" Min - 30' Max 15.)THE BOARD OF HEALTH SMALL REQUIRE INSPECTION OF ALL CON5TRUCTION 20,0± BY AN AGENT OF THE BOARD Of HEAI_Tf�;(OR THE DE51GNER IF TH15 SYSTEM RE- QUIRES A VARIANCE)AND MAY REQUIRE 51-10-1 PERSON TO CERTIFY IN WRITING PROP05ED f I LTER ff A15RIC THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCIf-WITH T If Tf MS Of T E PERMIT AND APPROVED PLANS, 45 HOURS ADVANCE NOTICE 15 REQUI!5TE�D. 4"ADS PIPE FROM ROOF RUNOFF/DOWN51`01J;�) ILE),5 Q 3/411 - 1-1/2" 5TONE /A 17.50 // 20' x 3' x, 2' LEACHING TRENCH (51DE VIEW) Iff L=4.0+ BOTTOM Tf.5T PIT 4 DISTR.�5UT!OI\,1 LATERAL TO BE 4" AE)5 PERFORATED PIPI! 5TORMWATER LEACH TRENC1­1 DETAIL TYPICAL - NOT TO 5CALE I'LOW PRO)FILE: MAIN I10U5E :. NOT TO 5CALE PV 24"DIAMETER CONCRETE COVE!R5 7 COVER5 TO WITHIN G GRADE (TOTAL MAIN HOU5E 5A5) 4 C CLEAN OUT DETAIL TO WITHIN G"OF FINISH , TOPOF FOUNDATION GRADE (OR AS N�OTFD) TYPICAL - NOT TO SCALE EL=37.5+ (5ft NOTE#5) 501L KEMOVAL�SEE C4, NOTES 27-25. CLEAN OUT CL'AN 0 T PrOpo5ecl E1_=3G.O:t _-Propo5cd EL= 36.00t h2O CONCRETE COVERS WITHIN G"FINISHED GRADf- TWO(2): PROPOSED 10"VALVLE BOX AND CO INXIN I USE ADS, DRAINTECH, P#I I 00VBGG-BC < 35.1 ft CLEAI%IOUTADAPTER (9"Min - 3G` Max) 3 0 WITH TI-IRFADED PLUG A-_35�21a 101, 2" LAYER OF 1/6"- d2" 5TONE am�5 3 D_5OX 5= J 3/4"- I-t/2"STONE (Sfflf� NOTE 30) 3" 3 2. 2 2' 7777777Y 410" 2" DROP USE 51X(6) H20 5HOREY PRECAST N 500 GALLON LEACH CHAMBERS G AS BAFFLE WITH 4'OF STONE AROUND Lorcjest Run g M20 1001 32'-- (END VIEW) 1500 GALLON B=20' DB-9 EL-,4,0 5OT70N/I Off TEST HOLE 4 45" BE LEACHING CHAMBE ',u �qkk EPTIC TANK D-BOX 5.9,0'x 12,83'x 2,0' H20 411 T-VVYE CONN['-CTION EN T 5 'MECHANICAUPLUMBING CONTRACTOR TO REVIEW AND APROVE LOCATION AND ELEVATION PRIOR TO SITTING ANY 5EPTIC COMPON .,5L 5 1--L�.5 1--L5 5 To 5EWff R,MAI N J I'LOW 'PRO-1/fILE: GUE5T HOUH 4" 5CH. 40 FVC SEWER LINE NOT TO 5CALE 24"DIAMETER CONCRIfTE COVrR5. 2 COVERS TO WITHIN G" GRADE (TOTAL GUEST HOU5F) 5A5 DETAI L: RAJ5ED TO WITHIN G"OF FINISH TOP OF FOUNDATION 5CALff I `= 10' GRADE (OF,AS NOTED) (SEE NOTE#5) Propo!�cd EL= 5�0± Propo5ca EL=3G.D+ .5chwinn Proferty clo Grecjory Lombar i De5i�3n 2235 W55achu5ett5 Ave., Cambrideje, IVA 02 140 0 BOX AS PROPOSED IN FLOW PROFILE A50VE 14' 327 3 2. OF DETAIL 5HEET . 4,01 GAS BAFFLE 305 5axter'5 Neck Pa, Mar5fonr, W15, Ma JOHN M. 0-REILLY OWL J.M. OTEILLY & ASSOCIATES, INC. C4 NO.36200 M20 Professional Engineering, Surveying Services 1500 GALLON 0 SEPTIC TAN K Al, 1573 Main Street Route 8A P.O. Box 1773 -6602 Paz 2631 (508)896 (508)896-6601 Office Brewster, MA 0 CH-1 J05 NUM151:Ki / /4x 7- _�G\0t A tj�::2:2: "MECHANICAL/PLUMBING CONTRACTOR TO REVIEW AND APROVE LOCATION AND ELEVATION PRIOR TO SETTING ANY SEPTIC COMPONr_NT5 DATE� 5CALF, By: -G0 C A5 Noted MTF/JfM JMO jMO e/24/1 5 G;�AAJob5\Grecjory Lorn1barcit De51cjr1GO I 6\5chwinnGO I G\DffTAIL54NOTIff5 (C4).DWG Mar5tol`15 M1115, MA LOCU5 Baxte�5 Neck Rd. �,D NOT TO SCALE NORTH BAY CL Z q 13 PLAN BOOK 424 PAGE G5 -09, e .19 DEED BOOK971 I PAGE 125 AS5ES5OR5' MAP 75 PARCEL 008 7t CA- 47 LEGEND............. —D�2 EX15TING CONTOUR -32 pp % OPD5ED CONTOUR WG Hydrant �7' X f 2.34 EXISTING SPOT GRADE ater Gate 24x5 PROP05ED SPOT GRADE WrATLER SERVICE LINE W 0— OVERHEAD UTILITY SERVICE C_ U_ UNDERGROUND UTILITY SERVICE GAS SERVICE LINE UP 5/1�7 —T- 26 TELEV15ION LINE TP TEST HOLE BORING LOCATION 5T SEPTIC TANK 40 DISTRIBUTION BOX SAS 501L ABSORPTION SYSTEM RESERVED fOR fUTURE Reserve C-ch) UTILITY POLE ED CATCH BASIN FROF05ED DRIVEWAY PER PLANS BY G.L.D. f I RE HYDRANT LIGHT POST 0 DRAINAGE MANHOLE a CONCRETE 13OUND, f0UND C13(FND) TOP Of BANK O3G —X— LIMIT Of WOFM fENCE Of CLEARJNG #235131!7A Uf EDG'L- A GREGORY LOMBARDI DE51GN Area= 3-92 AC��-- Area= 170,755- 30 7- 7 E>o5bm3 Dirt Driveway NCfflE: ALL GRADING, RETAINING WALLS AND LANDSCAPE MATERIALS SHALL BE CONfIRMED BY G.L.D. LANDSCAPE PLANS PRIOR TO START Of CONSTRUCTION. TO 34 ............ F321, UP#Fl 7-13 28 30 ---F201 f X 2 2 0 2. pROPO5ED x TE PROPOSED TENN!5 COURT EL 22-0--t 0 Tp W;11�1 PROPOSED LOW POINT �A EL_ TP 2 CONFIRM WITH G-L-D.GRADING PLAN IAP GRADING 15 PRELIMIN Y-REfER TO G-L.D-GRADING PLAN cC13 UP#PI 7-C PROPOSED 29 X 3'X 2' 314'�-I l/2'51 ONE UFAGN TRff NCH FOR ROOF RU N-Off PROPOSED RETAINING WALL TOW EL=29 ALL PDOF RUN-OfF TO BE PWM13ED -S. CONFIRM MTH G-L.D, PLANS TO 4'AD5 CORREGATED PIPE AND CONNECTED TO 5TOPM LEACHING j PROPOSED 2 BEDROOM GUEST HOUSE TOff EL=35.4_-,BA5f_MENT T05 EL=23-9- PROPOSED RETAINING WALLS REFER TO G,L.D_ PLANS TO CONFIRM HEIGHT5 AND MATERIALS ib 7 PKOP05ED LAWN STAIR5 22 35 1Z:1-A 0 3 PROP05ED RETAINING WALL PROPOSED SEWAGE EJECTOR TOW EL=35-t REFER TO GLD PLANS +1 IN-BASEMENT,5EE 5H Eff C4 BOW EL�2 2�� TO 34 EFER TO GLD PLAN15 -IT' CONFIRM W H G.L,D. PLANS PROPO55ED RETAINING WALLS R1:FEE R TO G.L.D. P LA N-9 TO CONFIRM,HEIGHTS AND MATERIALS 24 PROP05ED 1500 GALLON SEPTIC TANK �>4 PROPOSED 59-OCY X 12.83'X 2-0(Y 501L AB5ORP­rION 5Y5TEM PROPOSED 501L REMOVAL SEE NOTE5 2 7/ t 28, SHEET C4 SEE 5A5 DETAIL PRO1,05W A UP#PI-7D Cc) E!ec- mote, PROP05ED BENCHMARK: T 0 41" of Wood Stake (TO BE 5E:T) EL=37_5:!- TOf(M5L 19213 NGVD) 4 PROPOSED CLEAN OU i EX,5tlr%,�Go,az3c TO BE REMOVED LOCATION TO BE IN.LANDSCAPE BED PROPOSED 1500 GALLON SEPTIC TANK RETAINING WALL TO CONTINUE REFER TO GLD PLANS 26 'A" PROPOSED SEWAGE EJECTOR IN BASEMENT,5EE 5HEET C4 AR 30,I't 4R 56. W_ �T bt-"EL­,-`k�3, ��,­ A T` 5 VA PROPOSED X 12'LEACH PIT J�;uli_,�, TOP PIT EL 30-± BOTTOM PIT EL= 24--t 3 --o Exi5tirt,3 Ce55rool'5 (3) SEE DETAIL SHEET TO bf REMOVED,5LT SHEET C-4, NOTE I G K 32 0 j 5,�Or --------- T_ Z01 S� 0 Ext5tin,3 Dwell)ncj ALL ROOF KUN-Off TO BE PLUMBED TO 4'AD5 CORREGA71 ED PIPE TO BE REMOVED D�CEPTUNDEPD'�'JVEWAYORWALKWAv,5 LJ5E 5CHEULE 40 PIPE + X% PROPOSED LIMIT OF WORK .38 3G REFER TO CONSERVATION ORDER OF CONDMON5 CO COMPLETED 13Y G.L.D. PROP05ED EDGE Of LAWN CONFIRM VATH G_L.D_ PLANS 0 5( (31 1 EX15TING BENCHMARK. 7 CB(fN D) I op Concrete Bound%All Disk' oast�,; EL=40-7± (M5L 1929 NGVD) NOTE: ALL GRADING, RETAINING WALLS AND LANDSCAPE MATERIALS SHALL BE 7� Ink, Exi5tirk3 Woorien Gazebo CONfIRIVIED BY G.L.D. LANDSCAPE PLANS PRIOR TO START Of CONSTRUCTION. 10 TO REMAIN Velocity Zono: VE EL=14 ale PROPOSED LINE (5c- -d From flood Plane Map5) Coa T"o- 0005ta! 500ch 0 4 Velocity Zone— VE F-L=14(5caled From flood F[ane�Mar5) I JL.�,atcr mean 10 r 0 PLAN F 414 �A, A. SCALE 1"=49 A�A OF 4 EX15tln�3 Pro JOHN rz-�f Lino THIS AREA 15 5f RVED M BY TOWN WATER C�j O'REILLY JOHN M. NO.46733 O'REILLY Exi5tmoi Revetment --A CIVI'L cf) NO NO. 36200 5A _,x 9/pLo AA OF OF C 3 JOI N JOH M. M. O'REILLY 4 c> O'REILLY ce) Schwinn Pro erty NO.46733 36200 Al do Grecjory Lombar, I De5icjn 2235 M055aChU5Ctt5 Ave., Cambrid�r,_, MA 02140 ZONING CLA55INCATION: UFN 7 NF. Rf 51TE 5EWAGE D15PO5AL 5Y5TEM Df-51GN 0 AREA (MIN): 87, 120 SF (RPOD) 305 Baxter'5 Neck Ra, Mamton5 W15, Ma fRONTAGE (MIN):,150 fEET WIDTH' (MIN): N/A J.M. OTEILLY & AssoCIATES INC. 0 40 50 1,20 Professional Engineering, Surveying Services SETBAC_K5: f PONT 30 f F-ET CALE 1"=40' SIDE 15 FEET 1573 Main Street — Route 6A P.O. Box 1773 REAP, 15 f EET (506)896-6601 Offlee Brewster, MA 02631 (506)896-6602 Fax SCALE: 13y� CHECK- job NUMBEK: W2 r;/ f/if M JMO JMO_G0 I G G-\AAJob5\Gr-e6joTy Lombardi Dc5i6jnGO I 0,5chvvmnG0!6\DWG1%5t5I?5 (C3.).DVvfG 15 A5 Noted M Proro5eci EL= 34.0± 501L TE5T LOG5 . 5Y5TEM DE51GN CALCULATION5 : GENERALNOTE,) : CONSITRUCTION NOTE5 CONT. : 24" Diarn. Cast Iron Frate and Cover TEST HOLE I� EL= I 9.2t SEWAGE DE51GN I'LOW: Raised to Within 12" finish Grade, SOIL �501L SOIL OTHER -7 1 1 G.) EX15TING SEWAGE SYSTEM 5HALL BE LOCATED PUMPED AND REMOVED, Use LeBaron LK I I CA or Eclual DEF"Th FROM 501L 7 BEDKO DM DTELLING @ I 10 GPD = 770 6PD A,) NEITHER,DRIVEWAYS NOR PARKING AP�EA5 ARE ALLOWED OVER,SEPTIC 5Y5TEM NOTE: PIT ELEVATION CRITICAL TO 5REAK OUT SURFACE HORJZON TEXTURE COLOR MOTTLING UNLfu55 M-20 COMPONENTS ARE U5ED. Proposed! EL= 30.8± (U5DA) (MUN5ELL) LEACHING CAPACITY KFQUIPED: 17.) ALL BUILDING 5EWER.5 5hALL BE CONSTRUCTED PEP,5TATE PLUMBING CODE -,-Filter fabric 7�5`EDKOUPF5 770 GPD REQUIRED !2-G ff Loarriv Eine,Sand I P_Y 15j THE DESIGNER WILL NOT BE RIESPON51BILf POR.THE 5Y5TEM AS DESIGNED UN- _t A/_4 NONE 245 CMK 2,00, 1 12"Stone G-43 E5 Loamy Fine, SEPTIC TANK CAPACITY RE LE55 CONSTRUCTED AS SHOWN, ANY�IIANGE5 SHALL BE APPROVED IN WRITING. 2" Layer of 1/5" Sand I OYR 6/8 NONE PEPC A 24% 5 LAYER WIRED: MAIN HOUSE 15.)ALL BUILDING SEWERS 511ALL BE 10 FEET MINIMUM FROM WATER SERVICES. F 43�14 ONE T M DAILYFLO-W= 550 GPD @ 200% = 1 107 GAL. REQUIRED CJ CONTRACTOR SMALL BE Kr5PONSIBI F FOR VEFIFYING THE LOCAT'ION OF ALL CI Me I LYZ2L�_ NO I If: <5"IN MOLt AF If 5anr WHERE WATER AND SEWER LINES CRO-95, THE 5EWER LINE MUST BE 15" BELOW 4"AD5 PIPE FROM ROOF RUNOFF/DOWN5PO6T5 5�MIN, <51VIVIN SEPTIC TANK CAPACITY REQUIRED:'GUE5T HOU5E UNDERGROUND AND OVERHEAD UTILITIE-3 PRIOR TO COMMENCEMEN'T Of WORK. THE WATER LINE AND BOTI-1 PIPES BE CONSTRUCTED Of CLA55 150 PRE55URE DAIFY7LOW �i 71) @ 20OZF, = .440 L., EQUIRED __+I 7 PIPE AND BE PRESSURE TESTED TO ENSURE WATER TIGhTNES5. IF 15"SEPARATION SEPTIC TANK CAPAC17Y MAIN 4 GUEST HCU51f PROVIDED: CANNOT BE MET OR SEWER 15 ABOVE WATER LINE, ONE LINE MUST BE SLEEVED IN TI!5THOLI! 2� EL=15,8± CON5TRUCTION NOTE5 : TWO?2)-I509_GA=N 5LPTIC TANKS (MIN, ALLOWEC�_ A 205ECTION OF LARGER PVC 5CH 40 PIPE, WITH THE 51_ffEVE CENTERED ON THE 7 Dff PTH FROM 50IL 501L :501L 501L OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY PROVIDED: CROSSING, (INCHE5) 1 ,)ALL CON5TRUCTION SMALL CONFORM TO THE STATE ENVIRONMENTAL CODE, (1-15DA) (MUN5ELL) 'X_ ACHING CHAMBER CAN LEACH: G.0, M(72 12. 15.)5EWER LINE LOCATIONS AND EXIT LINE fLEVATION5 TO BE REV[EWE D/APPROVff D TITLE 5, AND THE REQUIREMENTS Of THIt LOCAL BOARD OF HEALTH, 34'- I-I J2`Stone (See Note 30) O-Z A Loamy Fine$and_ Vt-[(59,0 X 12,83) + (59.0 X 2.0)2 + (12,83 X 2.0)21 X 0.74 GPQ/5F=772.­/7 GPD I QYR,5/2 NONE BY MA LICENSED PLUMBER PRIOR TO 5ETTING ANY 5EPTIC COMPONENTS. Loarry fine$and I 2_ff,614 NONE P=, A zt&', �C,I t�Ayf 772 GPD>770 GPD REQUIRED 2.)SEPTIC TANK(5), GREASE TRAP(5), DO51NG CHAMBER(5) AND DISTRIBUTION *ONTRACTOR,SHALL REVIEW SEPTIC LOCATIONS AND GRADING 30-137 1 ci I Medium Sand I I OYS,ZZG NONE ITIME: 7!3 24GAL. GQ NOTE: A GARBAGE D151'05AL 15 NOT PERMITTED WITH TH15 DESIGN, I5OX(ff5)5HALL BESET ON A LEVEL 5TAF,'�LE BASE WHICH HAS BEEN MECHANICALLY 20.) OWNER/C 7 Nt PRIOR TO EXCAVATION. INSTALL: COMPACTED, OR ON A G INCH CKU51­11ED STONE BA5E. Tw-=c 1500 GALLON H205EPTIC TANKS 5EE NOTE 30 -TBACK-9; COMPLIANCE WITH ZONING 3.)5EPTICTANK(5),5HALL MEET A5TM 551'ANDARD Cl 127-93 AND SHALL HAVE 21 .) CC)NTPAC'rOP,5MAI.LV�PIffY5LJILDINGSff TWO (2)-4" PVC 5C�I, 40 CLEAN CUT WITH SCREW ON COVER(SEE DETAIL t PROFILE) 7 AT LEAST THREE 20" DIAMETER IVANhOLi!5, TI-IF MINIMUM Dff PTH FROM THE BOT- 5ETBACK5 IS NOT EXPRf5SED OR IMPLIED HEREON, REfERTO ARCHITECTURAL5 FOR 51X Q - 500 GALLON H20 RATED CONCPfTE LEACH CHAMBERS WITH FOUR FEET OF STONE ALL AROUND :7 . TEST HOLE 3� EL=19,5+ TOM OF THE15EPTIC TANK TO THE FLOW LINE SHALL BE 46". BUILDING HEIGHT CALCULATIONS. ONE(1)- H-20 RATED D15TRIBUTION BOX(015-9)5HOREY PR,ECA5T OR EQUAL DEPTH FROM 501L , SOIL 501L 501L OTHER NINE (9)- H20- 24" DIAIvETER CONCRETE COVERS TO WITHIN G" OF GF�Al)ff 4,)SCHEDULE 40 PVC INLET AND OUTLE F TEES SMALL EXTEND A MINI'MUM Off G' 22.) INSTALLER TO CONFIRM LOCATION Of ALL UNDERGROUND AND OVERHEAD SURFACE HORIZON TEXTURE COLOR MOTTLING (U5DA) Two(2)- SEWAGE I!JffG7C)P,5 (51fff NOTES BELOW) ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5HALL BE INSTALLED ON THE UTILITIE5 PRIOR TO 5TART Of CON5TRUCTION, 7 (MUN5ELQ 77 CENTERLINE OF THETANK DIRECTLYUNDffKTHE CLEANOUT MANHOLE. 'TABLE WATER DEPARTM ff NT !2-d A LQamy ffirle.Sandi I UYS 5/2 NONE 23.)WATER LINE5 TO BE INSTALLED PER TOWN OF BARN5 Sand -PTIC TANK AND DISTRIBUTION BOX WITM PRECAST REQUIREMENTS. 7 5.) RA15ff COVERS Or THE 5E 8-55 Loarny fine OYR,G14 NONE 53-144 Ci Medium 5gnd I0Y9 NONE I LOOSE 5FWAGE EJECTOR NOTE5: CONCRETE WATERTIGHT RISERS OVER NLET AND OUTLET TEES TO W`1ThIN G"OF G.0' 3.01 7/G ffIN15M GRADE, OR AS APPROVED 5YTHI]LOCAL BOARD OF HEALT�l AGENT, 24.) UNDERGROUND ELECTRIC SERVICES AND METERS TO BE INSTALLED PEP,THE 3.0 MAIN HCU5f: U5E ONEW 1-15ERTY 700 SERIES 5EWAGE EJECTOR 5Y5TtM WITH UTIL17Y REQUIREMENTS, 12.01 40 PVC OR EQUIVALENT. PIPE 5HAILL proposed EL= 24,0± BASIN 51ZE Off 70 US GALLONS, ALARM 5HALL BE ALM-2, PU)MP: 1/2 1­11', 2" G,) PIPING SHALL CONS1,57OF 4"5 HEDJLI! NOT LE55 THAN 176. 25.) NATURAL GAS SERVICE LOCATIONS AND METERS TO BE REVIEWED BY THE 15E LAID ON A MINIMUM CONTINUOUS GRZADE Or- 1000 GALLON TE5ThOLF ,4.- EL= 17,0± DISCHARGE WITH TOTAL DYNAMIC HEAD Of 15 FEET AND D15CMARGE KATE OF 50 -D BY LICEN5ED INSTALLER, UTILITY AND IN5TALLE DEPTH FROM 501L 501 L 501L 501L OTHER GPM. '7,) DISTRIBUTION LINES FOR,501L A155ORPTION SYSTEM (AS REQUIRIED)SHALLBE ME LEACM PIT SURFACE HORIZON TEXTURE COLOR MOTTLING 4" DAMETERSCHEDULE 40 PVC LAID AT 0.005 FT/fT. LINE SHALL BE CAPPED 2G.) ELECTRIC SERVICE TO POOL HOUSE TO BE RUN FROM CHANICAL ROOM IN U51! LP-I 000-h-20 (U5DA) (MUN51fl-L) AT END OR AS NOTED. BYL5HOREY OR GUE5T HOUSE: U5f ONE(1)LIBERTY PRO-370 51fRif5 51!WA�Glff EJECTOR WITH MAIN HOUSE, AS MANUFACTURED EQUAL ---A_ Loamy Cina 5ana I L)-YR,5/2 NONE ONE LE40-4/10 HP PUMr WITH 2"SOLIDS HANDLING. TOTAL DYMANIC hEAD 15 13 8.)OUTLET PIPES FROM 1)15TRIBUTIC�4 PDX 5HALL REMAIN LEVEL FOR AT LEAST 27.)SAS SOIL VERIFICATION: 5011-5 TO BE VERIFIED BY DESIGN ENGINEER AND �3 L_Qamy Fine5and _LQZ� N!2 N If 2' 5EFORE PITCHING TO SOIL AB50RPTION 5Y5TffM. WATER TEST DISTRIBUTION HEALTH AGENT, TO EL=2 1�5±, PRIOR TO SETTING ANY SEPTIC COMPONENTS. FEET WITH A D15CHARGE RATE Of 45 GPM, BA51N VOLUME 41 GALLON5. NOTE. I GO-15G 11 1 Medium,Sand I CYR ZZE 22L!E BOX TO A55URE EVEN DISTRIBUTION. 28.)501L REMOVAL: All A LAYER TO BE REMOVED DOWN, TO THE 5 LAYER. LEACH PIT SHALL BE INSTALLED IN CLEAN SAND 5.) D15TKIBUTION BOX SHALL HAVE A MINIMUM SUMF Off G" MEASURED BELOW 'CT 5011-5 PRIOR TO SETTING PIT, ENGINEFRTO INSPff 1.) PUMPAND ALARM 511ALL BE WIRED TO SEPARATE (CIRCUT5. THE OUTLET INVERT. REMOVAL SHALL EXTEND BELOW SAS AND WITHIN 5 FEET,ALL AREAS 5HALL BE FILLED WITH CLEAN SAND f ILL COMPACTED TO MINIMIZE SETTLEMENT, DATE of TE5TINGf JULY 3, 2014 2.) EJECTOR LINf5 FOR THE GUEST AND MAIN hOU5E'TO BE CONNECTED 10.) 5A5E AGGREGATE FOR THE LEACHING fAC1LITY SHALL CON515T iOF 3/4"TO ALL 5AND FILL SHALL MELT STANDARDS Of 3 10 CMR 15,255(3) PERCOLATION RATE: LESS THAN 5 MIN/INCH IN '1C I LAYER,5. TO THE BUILDING 5EWER, 1-112" DOUBLE WASHED 51-ONE FREE OF[RON, PINES AND DU5T AND SHALL BE 29.)ALL STONE FOP,5A5 * DRAINAGE 5HALL BE DOUBLE WASHED, NATIVE STONE, WITNE55ED BY� MATTHEW T. FARRELL, ff IT,J,M. O'REILLY� ASSOCIATES, INC, I N5TALLED BELOW THE I CROWN Of THE D15MBUTION LINE TO THE BOTTOM Off THE DONNA MIRORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT FREE OF FINES. NO BLUE STONE 5MALL BE USED FOP,LEACHING FACILITIES. 5TORMWATER LEACH PIT DETAIL NO WATERENCOUNTERFI) SOIL ABSORPTION 5Y5TEM, ASP AGG�EGkTE SHALL BE COVERED WITH A 2" U5r A LOADING RATE Of 0.74 GPD/5F FOR SIZING OF 501L A550PIPTION SYSTEM, LAYER OF 118"TO 1/2"DOUBLE WASHED 5TONf FREE OF IRON, FINE5 AND DUST. 30.)ALL ROOFED AREAS FOR MA. IN AND GUE5T 11OU5E'5 NOT5ERVED BY GUTTER5 TYPICAL - NOT TO SCALE AND DOWN5POUT5 5HALL HAVE STONE TRffNCH5 AT DRIP LINES. CR055 5ECTioN, 1EN DISTRIBUTION LINES EXCEED 50 FEET; I I ,)VENT 501 L ABSORPTION 5Y5TEM VO WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS SHALL BE 12"X 12" 3/4" NATIVE STONE, WRAPPED IN FILTER FABRIC AND TOPPED Certification: 'TURNING AREAS OF, OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE D05ED. WITH 2", 3/8"NATIVE STONE, ALL TRENCHE5 SHALL BE 5EKVED 13Y 4" PERFORATED PIPE, ALL LINES SMALL 13E PLUMBED INTO 5TOKMVVATffP,PLUMBING AND 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF STORMWATER LE-AalING FACILITIES, I certify that on 11/25/95 1 (Matthew T. Farrell)passed the examination CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). approved by the Department of Fmitionmental Protection and that the above 13.) fIN15H GRADE 5HALL BE A MAXIMUM Of 3G"OVER THE TOP OF ALL 5Y5TEM analysis p forme e co lst�nt with the required training,expertise COMPONENTS, INCLUDING TI�E SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER and erle 8 ribed in 3 10 Y5,017. AND 501L ABSORPTION SY51-EM, SFPTI(`,TANK,5 SHALL HAVE A MINIMUM COVER Propo5ed EL= 22 23.0± OF 9111. �5 7_�> -HE DATE Of IN5TALLATION Of THE SOIL A1350RPTION 5YSTEM UNTIL DATE 14.�f ROM I ------- RECEIPT Of A CERTIFICATE OF COMPLIANCE, THE PERIMETER Of THE 501L A550PIP- TION 5Y5TEM SHALL BE 5TAKED AND FLAGGED TO PREVENT THE USE�Of 5UCh 3G1 AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, 5FE NOTE 30 a` Min - 3G` Max 115.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION Of ALL CONSTRUCTION 20.0± BY AN AGENT Or THE BOARD Or- hEA1_T1­. (OR THE DESIGNER IF TH15 SYSTEM RE- QUIKff5 A VARIANCE)AND MAY REQUIRE.SUCH PERSON TO CERTIFY I N WRITING PPOP05EID ffILTER rADRIC THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERA41T AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE 15 RffCiUE5TFD. 4"ADS PIPE FROM ROOF RUNOffF/DOWN5POU­5 3,!4L'� 1 9.J_0� I -t 12" 5TONE I Z.50 20'x 3'x 2' LEA CHING TRFNCH� (51[)ff VIEM EL=4,0± BOTTOM TE5T PIT 4 )15 15LITION LATERAL 'TO 5E A" AD5 PERFORATED PIPF 5T0RMWATIfP\ ,- LEACH TRENCH DETAIL TYPICAL - NOT TO SCALE f LOW PROf I LE: MAI N HOUSIE: NOT TO SCALE 7 COVERS, TOL WITH IN G11 GRADE (TOTAL MAIN hOU5E 5A5) 24"DIAMETER CONCRETE COVE R5 4" PVC CLEAN OUT DETAIL RAJ51ft)TO WITHIN G`Of FIN15M TOP Of FOUNDATION GRADE (OR,AS NOTED) TYPICAL - NOT TO SCALE EL-37.5t (5FE NOTE #5) 501L REMOVAL.; SEE C4, NOTES 27-28. CLEAN OUT proposed EL= G,O CLEAN OUT Proposed EL=3G.O± _-Propo5ed EL= 3G.00± VA/0(2); PROPOSED 10"VALVLE BOX AND C �X, U51f ADS, DRAINTECH, P#I I OOVB G­5C K 30 Pr6po5ed 55. 1 ± 'K CLEANOUT ADAPTE_ (9"Min - 30, Max) 3 WITH THREADED P UG L 2" LAYER Of 11/8" - 1/2"5TONE PPOP05ED FIN15ME2 --7777 .7 0 D_5OX B= 14' 31 Ln 32.32 3/4"- A L7 1011 I-1/2"!5TONff (51fff� NOTE 30) 21, DRop OF GAS BAFI LE V, J '4 f USE 51X(6)N20 5HOREY PRECAST Ng", g,g p *7 7777 500 GALLON LEACH CHAM5ffP"" 2 JOHN M. ZZ Loro -st Run WITH 4'Of STONE AROUND j e O'REILLY c H20 --I ;. I Ooi­----� 3 2' (END VIEW) C/) R11 V�eli;"�', 11� ClVK_ 1500 GALLON 13=20' DB-9 NO. Vor LEACI­iING CHAMBEP, EL=,4.0 50TTON/I Of TEST HOLE -4 .45" BEND 36200 5EPTIC TANK H) HER D-E30X 59,0'x I 2,53'x 2,0' 1-120 4" T-"ff CONNffGTION _AL/PUUM51NG CONTRACTOR TO RI!VI APROVE LOCATION AND ELEVATION PRIOR TO SETTING ANY SEPTIC COMPONENT5 .*MECHANir EW AND 5 5 5 TO SEWER MAINI 9 0 f LOW PROff I LE: GUE5T HOUH 4" 5CH. 40 PVC SEWER LINE NOT TO SCALE 5 COVER -AL GUEST HOU51=) 5A DETAIL- 24"DIAMETER CONCRETE COVE R5 2 'S TO WITHIN G11 GRADE (TO1 RAISED TO WITHIN G"OF FIN15M TOP OF FOUNDATION D) SCALE I 10' G RADI (OR AS NOTE (5EE NOTE#5) flrolpo5ecl ff.L- 35,0± ropo5ea EL=3G,O± N vl.v' X 5chwinn Proper Clo Gre(jory Lombarcli De 1) BOX AS PROPOSED IN FLOW PROFILE ABOVE 2235 W55achu5ett5 Ave., Cambride MA 02140 2 .33,00 1 Oh L 3�2�7 4�` �[ 2 OF OF 7 3"T ''DETAIL 5HEET 410fi 305 Baxter'5 Neck Rd, Mar5ton5 W15, Ma GAS JO L 01 IL y CtvfL J.M. OTEILLY & AssOCIATES IM". NO.36200 a g, Surveying Service M20 Professional Engineerin �_251 1500 GALLON 5EPTIC TAN K AL 1573 Main Street - Route 6A P.0, Box 17 ( 08)896-6801 Office Brewster, MA 02631 (508)896-6602 Paz 5 DATE: 13y: CK: J05 NUM5ffP,; M ff CHAN ICAL/PLUMBI NG CONTR.ACTOR,TO REVIEWAND APROVE LOCATION AND ELEVATION PRIORT05ETTING ANY5FPTIC COMPONENTS L" JMO_Go I 4aF=--*�,_ Tat .3G ot\ IW_T/ /"/\�' 5/2-4/15. [IA5 Noted MTf/J ffm JMO G:\A�obs\Grecjory Lombardi De5icjnGO I 6\5chwinnGO I G\DETAIL5*NOTff5 (C4).DWG T