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HomeMy WebLinkAbout0116 SCUDDER'S LANE - Health 116 SCUDDER LANE , BARNSTABLE - -- - - - - - : - _ A = 259 - 012 - n 1 r; iy I I I r - l 59422 t Sep 5,2019 1 Suzanne W.Genest Suzanne W.Genest P.O.Box 637 116 Scudder Lane Barnstable,MA 02630 Barnstable,MA 4878W Net 30 Days '+ Best Way 10/5/19 l.O.Annual Renewal Annual Renewal of Service Contract for Onsite 170.00 170.00 Wastewater Treatment System effective Date . j 10-01-19 through 09-30-20 I.OBamstable County Barnstable County Fee is$50.00 perproperty. 50.00 50.00 Please contact yourHealth Dept.for more info on this fee. g l Suzanne W.Genest Suzanne W.Genest 59422 P.O.Box 637 116 Scudder Lane Barnstable,MA 02630 Barnstable,MA 4878W Subtotal 220.00 Sales To Total Invoice Amout 220.00 Check No: 0000885999 Payment Receive 220.00 TOTAL 0.00 *If you prefer to have future correspondence emailed to you, please include your address below: Email: UA System Sample Report History : . AL B"' AI 116 Scudder's Lane, Barnstable 0 Barnstable County Department of Health acid Environment 39ssas ` P.O.Box 427,Barnstable,MA 02630 is Effluent Sample Results- Date TN Nitrate. Nitrite TKN BOD5 TSS pH 07/03/2009 13.63 ,12. 0:075 71.55 y s 2 2 74 - �a.st• 5 10/13/2009 3.3 2.12 0.125 1.05 2 2 . 7.7 11/18/2010 '3.68 2.71 t 05/06/2010 .12.2 - 11.4 0.125 0.67 - 2 ... 2 7.7 OS/10/2010_ :;22.06� r0.125 .; ;."". 452 25_ 40..: a. r.a.7'4., 101 5/2010 2.73 1.85 0.125 0.75 5.5 2 8.1___ _� .�. A2/03/2011 4.42- 3.68 y .. = 0125 s 0.61 _ r .. .2. t_".- 4. .,, x8.2 05/04/2011 2.67 2.07 .0.6 2. 2 7.8 08/08/2011 22.08_ 17_8 0.33 3.9516 6 i_ - - 24 5 r 7_' 07/11/2012 28.96 19.4 a 6.8 2.76. 8.5 15 11/30/2015 32 67 z 18.8" 0.67 Fr ' 13 2 . c 24 3 ,„' 16` :.,,7.5.: 12/09/2016 12.4 9.65 2.75. 13.2 16 7 07%17/2018 „_ 10.9 ., 718 177 •: 11/07/2019 2.58 2.47 49.8 Median 12:3 10.275 0.125p_ 2. 5 = 55 4 4, 7.63 : Influent Sample Results Date Nitrate Nitrite TKN BODS TSS pH 07/18/2017 12.5 8.06- " 29.2 86 7.2 Median t 12.5 8.06: :. 0310912020 08:3lam _ _ _ _ - Page 1 of 1 _ t t µ Fax Send Report NOV 07-201413:48 FRI t Fax Number. 15087906304 K Name : BARNST HEALTH Name/Number 915083622603 Page 1 Start Time NOV-07-2014 13:48 FRI Elapsed Time 00'16" Mode STD ECM Results [O•K] New I/A System Permit Summary Sheet s � Site Information ° ��•;/ Town:f_; 442N 5l A P- Town Permit# Assessor Map/Parcel: Z 5'1 -C.5 1 Z Unique Town ID# ` Site Address:( 1 w, GEC.0 J.ca-e r L�x v1 4 Owner Name: Alternate Name: Home Phone: .+ Mailing Address: I I b S GU�cw Work Phone: o�n S(z �i� Uti1 A-. Title 5 Information Building Type/Use: n r�(C. _ �,;,I Design Flow: 5S (gpd) Seasonal Use? Yes❑ No❑ Unknown E;` Bedrooms: Title V N.S.A.? Yes U No g Unknown❑ Lot Size: 1 3 Non-standard components: Please list all components e.g.1/A treatment unit,pump chamber,pre-and post equalization tanks,pressure distribution SAS,effluent filter.UV unit,etc.,and maintenance schedule for each component e.g.quarterly,2x/yr,annual,etc. I/A Treatment Unit _ - Make and Model# 5 I a _ DEP Permit Type: MGcneral ' Board Approval Date: '1/`f o 2- COC Date:I c,ZIo o7- ❑provisional 0&M Contract Entity: 1n_)I S U Remedial ` Contract Start Date:t c 2 ae Contract Duration:0... ,1 5 ❑Pilot 1 Unit Installation Date: Unit Startup Date: oC, DEP Permit ID Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality litnits,if nu limits ° an,shown,we will assume parameters and effluent limits specified in the,system's DF_P approval will apply. , Effluent PH`GJ. _ BODS g CBOD❑ . : TSS I� TN El .. Nitrate[ Nitrite Eg:_ Organic N❑ - Ammonia❑ TKN , Fecal Colifonn❑ Total P❑ _ Organic P❑ - • TDS❑ Oil/Grease❑ `. Conductance n_ Alkalinity❑ Water Usage Ll Temp.❑ Monitoring Schedule: L-t L.�Y- Other Applicable Limits; Influent pH Q 'BOD,U___ CBOD❑ TSS❑. TN❑ Nitrate 0 Nitrite El Organic N❑ Ammonia❑ TKN❑ Fecal Colilomr❑ " Total P❑ Organic P(] TDS❑ Oil/Grease❑ Conductance C3 Alkalinity❑ Water Usage ii Temp.❑ _ 'Monitoring Schedule:_ Other Applicable Limits: ' BCDI IE Tracking# Please Icaso return this sheet to: FAX:508-352-2603 ErnaiL• ca trcialech@ p e.com te,r— r 0' ;L'%!2008 09:55 FAX 508 255 6700 COASTAL ENGINEERING Z001 4'1 1<0A.'STA I C 0 rr, Y 11. H OMT ANY, INC. 5O Ci'a.r�l�erry Highway (Rte.6A). Orleans,MA'U2653 u'N� C'w oa:.5ta1Er1g ne xinSCoinpa 7},co :i ■: Fax 508.255-6'i J Provinceto�wn 5US-a�S7-9600 ' ■ 1Tyannis 5Us-774-9E�UU 1 1:1Pc.einber 18, 2007 C 16781.00 Barnstable Board of Health L,arnstable Town Offices - .200 Main Street 1-Iywmis,MA 02601 Re: Berard ®f 1Ellealth Deed Restriction Proposed Sewage Disposal System Upgrade,Associated Utilities, and Second Story Ad aision Si lvia& Silvia , 1]6 Scudder Lane Barnstable,MA Map 259 /Parcel 12 Book: 22535 Page: 150Instr No:70859' i Bear Board Membf!rs: ' 1=nclosed please find a copy of the recorded Deed Restriction,dated 12-5-07,for.the above-rE:fe r1,.ed property. This restriction was recorded at the Barnstable Registry of Deeds on December 14, zUt)': . if you have any questions regarding this project,,,please contact,our office. t Very aruly yours., _ COASTAL E3NGD,1 EERTNG CO.,INC; Ca-iher:ne A. More " Enclosure k cc., Silvia&Silvia,Applicant Suzanne W.Genest,Owner S` Ydhtt G. Schnaible,R.S.Coa,tal Engineering Co., Inc; ' D:000C16700116781 TermitlingVS01Y 20061Copy of Reco.rd:..d F''CTtriciiotl.doc t,p1•or,i(-jit�.g soil.,lion.c fnt- the l)ertef t of r,t1P Cli.CWS and cornniunitr i 0 ./07!2o08 09:55 FAX 508 255 6700 COASTAL. ENGINEERING Z002 Bk 22535 Ps lSO 7085SI(D P, '° U Ili Barnstable Board of Health Rate: Banstable '['oven Offices 200 Main Street { Hyannis, MA 02601 `11,Wm: Suzanne W: Genest j 51 ,Fords Crossing f Norwell, MA 02061. Deed Restriction- 116 SCLLdder Lane -'Map 259 /Parcel 12 { 'this memorandum shall serve asnotice that the residence located at the above ad r(.,.s5 is restricted to a maximum of five (5) bedrooms. This is in accordance with approved plans entitled "Sewage :Disposal System Upgrade Plan" on file with the Barnstable Board of Health liptepared for the '`Genest Residence", dated November 21, 2006(revised August 22. 2007)7 .:sheets SD-1 & SD-2, and Prvjcct No. C16731 A0. C,xlubit A,.B, and C designate the 5 bedrooms. The sitting room,,TV room, the propoiec,office room in the house and the studio over the garage are not designated as bedroom y rt' This document to be recorded against the above noted property at the Barristabl,e Registry of i Deeds prior to issuance of a Disposal Works Construction Pen-nit issued by the l�anistable Board of Health.., 4 � � Date, Signature: zanne W"Genest Commonwealth of Massachusetts } Subscribed and sworn to-before me, w -- - Date f r.fotary Pu i s. 11 — E My commission expires: � _ ct s781.00;JGs: F 0 .%07/2008 09:56 FAX 508 255 6700 COASTAL. ENGINEERING 16 003 t+ LI'41C.. APE% - e :AREA %l iiC t:U l qQ Avv { t. . a E , �I � I ; mom'-�� r � • .,�� , v• 1 F t 8EDPCC,I #D tKwon F,;{.IIL'. ROOM 1=XHIBIT "AP F I' PRST FLOOR SCALE: X"=1 I Silvia.Ar __- � SilviaEX�I�IT A Assoc,DATE: FIRST FLOOR iltes, Inc. ca 1 13/�007 ®• GENEST 128 MA►rn STREET . OSTEWLLE, MA cA!E: 116 SCUDDER LANE 1 f�� 1�70` BARNSTABLE, MA 5080420--0-26 F I •---•� ,. ._........... 'hoc Y k 0`./(17/2008 09:56 FAX 508 255 6700 COASTAL ENGINEERING Z 004 j I - PROPOkO I y lL IF Ti7 iIDC- i} s .......... f - ce �cn y , , i f i � w•t u ti ioc•t'--artu , I., (:U'.01gD FLOOR SCALD: =1 �dtiTE: SECOND FLOOR ® EXHIBIT B Silvia �: Silvia �( .( Associates, Inc_ 2/3%2-007 �•.� » X. — — GENEST 1284 IblAlm STREET 0,a z5 �r.A>E 116 SCUDDER LANE osT�Rvll��° MA I IX 1°-0°' BARNSTA®LE. Ma 508—�20 Q225 06./0i/2f08 09:56 FAX 508 255 6700 COASTAL ENGINEERING 0 005 ED cqt '» f I„ s i ,�' STUDIO OVER GARAGE ` e Dv v i ! .� +arm , • A GE PLAN IF V { , GARAGE t t e EXHIBIT C _ SCALE: )°_V t. I e �1 ibEXHI®IT �11Y1a�nTE: GARAGE C ! ;IP/3i200-7 Sui, . ins. GENEST i2e4 MAIN :STREET SCHI. 116 'SCUD®ER LANE OSTERwL.E, MA 1 -0 8ARN5iABLE. MA 508-420--G226 _.._..._... _. ..- _.. _ F • ��OF BS -New I/A System Permit Summary Sheet 0 : l S5 Site Information _ rACHU' Town: B-A42�J STA P-S- Town Permit# "2.C�C G Assessor Map/Parcel: 25`l 0 1 2- Unique Town ID # Site Address: Owner Name: _- '-Su r, -e tkj . Cre-n eS A- Alternate Name: Home Phone: Mailing Address: Work Phone: VYl /V Title 5 Information Building Type/Use: 1 e.. - I-z �n� 1=�- d Design Flow:'' S y (gpd) Seasonal Use? Yes ❑ No ❑ Unknown° Bedrooms-:- Title V N.S.A.? Yes ❑ No K Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber,pre-and post equalization tanks,'pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. n r-��5��. �C7`�- �-- SAS • ,x I/A Treatment Unit o Make and Model# T. ' a DEP Permit Type: [General Board Approval Date: COC Date: I o Co ti,r El Provisional O & M Contract Entity: VIO i'S ❑ Remedial Contract Start Date: i o .22 Contract Duration: 2_.� •S ❑ Pilot Unit Installation Date: Unit Startup Date: _Ijo ..2y oY DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits' are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent 4, A , pH'Z BOD5 9 + CBOD ❑ TSS ( TN ❑ Nitrate [R . Nitrite'g�_.` Organic N ❑ Ammonia ❑ TKN &` Fecal Coliform El., Total P ❑ Organic P ❑ " TDS ❑ . Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: Influent pH ❑ B6D5 ❑ CBOD ❑ r TSS ❑ . . TN Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com T v1 s l u l I car P VG ry-N io __ f. �+ Pressure Dosing: Attention to Detail Eric S. Ball, P.E.1 - Pressure dosing, in the onsite wastewater industry, may be defined as the intermittent application, by pump or siphon, of a finite volume of liquid effluent to a treatment, disposal, or reuse site. Pumps can dose either uphill or downhill, while a siphon may be used to dose only to a lower elevation. Pressure dosing has become standard methodology for many subsurface absorption systems, excepting basic gravity septic systems'. Why Dose? Limitations of the site and/or system—such factors may be physical, biological, or monitoring, or some combination of these—may make dosing necessary. In its simplest form, dosing occurs incidentally when a pump is used to lift effluent to a higher elevation. But if the effluent-receiving media needs a "resting" period for infiltration, aeration, or some other process to take place, then dosing is appropriate for its intermittence. Dosing is also a means of achieving equal distribution which may ensure better treatment of the effluent, improve the longevity of the infiltration site, and prevent formation of clogging mats in treatment devices such as sand filters. Flow Monitoring In a dosed system, monitoring of flows becomes practical. Water meters can be read directly to measure flows in an onsite system. Elapsed time meters are correlated,with the.pump discharge rate and cycle counters are correlated with the dose volume to measure flows. Control panels egttipped with such devices enable reliable system analysis and facilitate troubleshooting, aiding in 'eection of orifice or pipe clogging, for example, and excessive water use. Using the devices to reach a meaningful diagnosis, of course, presupposes that someone is available both to read the meters and to interpret their data. Programmed Dosing A programmable timer(PT) installed in a control panel allows precise control of dosing by running a pump's "on" and "off' cycles for pre-determined lengths of time. PT's allow flows to be discharged more evenly over a period of time. Typically, for example,peak residential flows occur in the morning, evening, or when clothes or dishwashing machines are operated. In a PT controlled system, effluent is discharged from the tank in small, uniform doses over the course of the day instead of in the peak flow volumes that would be discharged all at once in a system with a"demand" float switch. For most residential onsite systems, PT's can be relatively simple analog or digital devices, having dials for"on" and "off' settings with no reference to the time of day or week. More sophisticated PT's may be required for larger, more uneven flows such as those from churches, flea markets, and other intermittent-- use facilities. In such cases, PT's permit design of an onsite system that is based on average daily flow over a period of days rather than on peak daily flow. Additionally, PT's are required for many pretreatment devices which operate on a"batch cycle." "Automatic" monitoring of water usage is a real advantage of programmed dosing: This may be required, for example, when the site being dosed has limited hydraulic capacity. If a PT is set to dose the maximum expected volume of effluent each day, any additional sewage entering the tank beyond this maximum sets off an alarm, alerting the system user to stop or reduce water usage. Since typical NTP-OSI-ESB-1 10/95 Page 1 ty �s washing machines discharge 40-60 gallons (150-225 liters)per load, washing multiple loads of clothes in a short period of time is a prime cause of hydraulic overloading. Depending on the reserve volume of the tank, a PT will allow a more uniform discharge of effluent or the alarm will sound, alerting the user to the abuse. Where tightly controlling the volume of effluent discharged is less critical, this alarm can be tied to an override function which allows the pump to discharge excess flow, the volume being determined by the drawdown of the alarm float switch. The system then returns to PT control. Figure 1 shows two standard float switch configurations for PT operated panels. Timer — High Water Alarm — and — off} Override Water ;a Timer Timer Alarm Operating 1 Operating Range 1 Range — Timer Off — Timer Off — Redundant Off! — Redundant Off Low Water Alarm Low Water Alarm Figure 1:Common float switch configurations used with programmable timers PT controlled systems are effective in detecting infiltration from leaky tanks, leaky stormwater connections, and leaky plumbing fixtures. Leaking toilet valves commonly run at a rate of several gallons per minute. Even small infiltration rates are.readily detectable: a mere one gallon per minute (3.78 L/min) leaking into a cracked tank during periods of high groundwater, for example, will increase daily household flow by 1440 gallons (5450 L)! Programmed dosing is also commonly retrofitted to existing gravity or pressurized systems that are failing hydraulically and/or biologically. By limiting'the doses to small incremental volumes spread evenly over a 24 hour period, many "failing" systems can be successfully remediated. This remediation method has been successful on several different types of systems, including gravity and pressurized drainfields, sand filters, and mounds. Factors to be considered for setting PT cycles include expected daily flow, anticipated peak flows, PT "working volume,"maximum desired volume per dose or per orifice, and pump discharge rate. Residential PT cycles ("on"+ "off' times) are usually set between 30 and 90 minutes. Dosing Applications Gravity Drainfields Applying effluent incrementally to a gravity drainfield is the simplest form of dosing. Doses may be applied to"equal" distribution boxes, serial distribution boxes, or hydrosplitters. Hydrosplitters—also called pressure manifolds—create the most uniform distribution, allowing predetermined percentages of N effluent to be distributed to each gravity line, regardless of line length or elevation (Fig. 2). Differing line lengths are accommodated by fitting the hydrosplitter manifold with orifices sized to permit the percentage of flow desired. A hydrosplitter is normally positioned at a high point so that flow is by NTP-OSI-ESS-1 10/95 Page 2 f t. "'• gravity in all lines following the hydrosplitter. An anti-siphon valve (swing-check valve installed in reverse) is required if siphoning can occur through the hydrosplitter. union drainffeld flea hose adapter manifold transport line adapterMMM ` PVC union(houses flow control orifices) Side View Top View(shown with PVC enclosure) Figure 2: Hydrosplitter Orifice Shield t/ Transport Ianc CleanoutJ Pressure HGIr Check Point Residual (squire) ® � t � i e � .. Lateral Manifold s. Orifice disc assembly Figure 3: Pressurized Drainfield Pressurized Networks Dosing to a pressurized drainffeld usually accomplishes more even distribution than a gravity or dosed gravity system can provide. A pressurized drainffeld can be laid out in a variety of ways. Figure 3 shows a typical layout with the usual components: transport line, manifold, laterals, orifices, orifice shields, and cleanouts. Details and determination of line sizing are discussed later. Sand filters, trickling filters, peat filters, mounds, and many other fixed media treatment units rely on pressure dosing for proper performance. Designing A Pump-Fed Pressurized System Careful attention to details of system design and to the components specified is essential to reliability and longevity of a system. Y NTP-OSI-ESB-1 10/95 Page 3 r Septic Tank In a pressurized system,the septic tank is one of the most important and, unfortunately, most overlooked components. Without a properly designed, structurally-sound, watertight septic tank, a system is N doomed from the start. Infiltration into a leaky tank can cause washing of solids out of the tank, waterlogging or damage in downstream components, excessive wear on the pump, and unnecessarily high electrical costs. Exfiltration from a leaky tank reduces the biological activity which breaks down solids and thus increases the need for sludge removal. Exfiltration also lowers the scum layer in the tank, allowing scum to plug the pump and/or pump vault inlets. Scum that escapes the tank inevitably corrupts the downstream portion of the system. Perhaps most insidious of all, exfiltrated septic tank contents may go directly into the ground without any treatment and contaminate groundwater and surface waters. With the advent of the Screened Pump Vault, the use of single compartment dosing septic tanks has become widespread, eliminating the need for a secondary dosing tank in most situations. When dosing directly from a single compartment dosing septic tank, maintaining a liquid level approximately equal to 90 percent of the tank's working volume is recommended. If extra reserve volume is needed, a larger tank should be used. For most residential applications, a 1500 gallon (5678 L)tank furnishes 300 to 500 gallons (1136 to 1893 L) of reserve capacity. The discharge rate from a single compartment dosing septic tank should be limited to approximately 30 gallons per minute (114 L/min) or less. Figure 4 shows a pump system in a single compartment dosing septic tank. If a discharge rate greater than 30 gallons per minute (114 L/min) is necessary, pumping from the' second compartment of a two compartment tank or from a separate dosing tank is recommended. In that case, the temptation to use the pump chamber for all the reserve capacity by pumping from its bottom should always be resisted. The liquid level in the pump chamber should be kept as high as possible to . maintain effluent quality: scum and sludge layers develop even in a second chamber—less rapidly, of course, than they do in the main septic tank—and effluent quality will suffer if the pump is not protected from these solids. The appropriate way to maintain reserve capacity, when needed, is to oversize a single tank rather than to introduce a second tank and pump off its bottom. Exceptions are systems for processing high strength wastes or those expected to have very large, uneven flows. These require an experienced designer to establish proper protocol. / PVC Riser and Fiberglass Lid(1) Electrical Splice Box(2) — PVC Discharge Assembly(6) Electrical Conduit to Power Source.-- _ Effluent Discharge Level Control Float Assembly(4) PVC Screened Vault(3) _... PVC Flow Inducer Inlet Holes Around Effluent Zone 3 i Perimeter of Vault a Submersible High Head Effluent Pump(5) Drain Port Iud eLa erM..K ; Figure 4: Pump system in single compartment dosing septic tank NTP-OSI-ESB-1 10/95 Page 4 f Pumping System A pumping system for a septic tank or dosing chamber has seven main components. All of them except the control panel are shown in Figure 4. (1) A riser and lid attached to the top of the dosing tank is essential for access to the pumping equipment. (2) An electrical splice box is recommended for installation inside the riser to allow splicing of wires from the control panel with the cords from the pump and float switches. (3) A pump vault is recommended for housing the pump in a dosing tank. Merely setting the pump on a concrete block or in a bucket on the bottom of the pump chamber is a guarantee that sludge, fats, oils, grease, and floc will end up downstream in the system. (4) Liquid level float switches are mounted in the tank to control and/or monitor the liquid level inside the tank. (5) An effluent pump is required to move the effluent to a distribution point. (6) A discharge assembly connects a pump to the point of discharge from the tank. Headlosses through discharge assemblies are very difficult to calculate theoretically because of the interdependence of the various types and positions of fittings and valves. Simple addition of K values for fittings and valves gives very inaccurate results. Empirically derived equations and curves for'specific types of discharge assemblies are much more accurate. Equations for headlosses through discharge assemblies of four diameters and of construction similar to that illustrated in Figure 4 are shown in Table 1. These equations are developed by measuring actual headlosses that occur under operating conditions. (7) A control panel to govern the operation of the pump should be mounted within sight of the pump system. Table 1: Headloss equations for selected discharge assemblies. Size Model# Equation 1" HV 100B HL=0.023QZ 1 1/4" HV 12-5BC HL=0.005Q2 1 1/2" HV150BC HL=0.003Q2 - 2" HV20OBC HL=0.002Q2 Transport Line The transport line provides a means of moving the effluent to the distribution network. The length and profile of this line influences how it is sized and laid out. PVC pipe is the most common material used for piping, although HDPE may also be used,particularly in extremely cold climates and areas plagued with unstable soils or earthquakes. Lines should be.laid out in a consistent grade to avoid unwanted air trapping. In some cases, air release assemblies at high points are necessary. The Hazen Williams equation is a popular and accurate method for determining head losses in a , transport line. For PVC pipe with a roughness coefficient"C" of 150, the equation may be written in a converted form as Equation 1. 4 F 0.000995(L)(Q 1.85 l HL 4.87 l J (1) D where HL is the head loss in feet; L is the length of pipe in feet; Q is the flow rate in gallons per minute; D is the inside diameter of pipe in inches. (Note: Actual inside diameter of pipe may be substantially different than the "nominal size.") NTP-OSI-ESB-1 10/95 Page 5 Manifold A manifold is usually considered to be that portion of transport line which has side connections for laterals or other distribution piping. Because the volume of effluent flowing through the manifold is reduced each time a lateral connection is passed, the pipe size along the length of a long manifold may be reduced. However, there must be a minimal amount of head loss across the length of the manifold to ensure equal distribution. The method using the Hazen Williams equation which is outlined in the following section on laterals can be used in a similar fashion to calculate headlosses in the manifold. Laterals Laterals are the distribution lines that actually disperse the effluent into or on the media to be dosed. Most laterals are constructed of PVC pipe in which small orifices, 1/8 inch to 3/16 inch (3.2 to 4.8 mm) in diameter, are drilled. The lateral should be sized so that there is no more than 10%difference in flow from the first to the last orifice, which is generally considered to be "equal distribution." At the same time, velocity in the lateral should be as high as possible to allow"scouring"to limit the biological growth that occurs on the interior of the pipe walls. Such buildup on the pipe sidewalls has the potential Jo slough off and plug distribution orifices. The Hazen Williams equation is used for determining headlosses in the lateral. The loss of head occurring between each two successive orifices must be figured independently. Setting up a spreadsheet on a computer allows quick, simple calculations of such parameters as head loss,velocity, and flows. An orifice equation must be incorporated into the spreadsheet to adjust the flows between any two orifices. Orifices The general equation for flow through an orifice can be written as Equation 2. Q= Ca 2gh (2). where Q is the discharge flow rate; C is the orifice coefficient; a is the cross sectional area of the orifice; g is the gravitational constant; h is the driving head The orifice coefficient C is•variable depending on many factors, which may include the size and shape of the orifice, sharpness of the orifice edge, the roughness of the orifice wall,the driving head, and temperature [King(1)]. A modified version of equation 2 for orifices drilled in PVC pipe is shown as equation 3. Q = 12.38d2'rh (3) where Q is the flow in gallons per minute; 12.38 is a combination of the orifice coefficient and units conversions; d is diameter of orifice in inches; h is residual pressure in feet. Because of recent renewed interest in orifice coefficients in the onsite industry, Orenco Systems, Inca (OSI) began testing dozens of orifices at its hydraulicsg station. When varying results were obtained on g g seemingly identical orifices, more investigation led to microscopic examination of the orifices, and a NTP-OSI-ESB-1 10/95 Page 6 r r r review of the methods and tools used to drill the orifices. Under a microscope it was discovered that what appeared to the naked eye to be a perfectly clean hole was really a fairly rough, crude hole with many burrs on both the inside and outside orifice edges. It was also noted that brand new drill bits are often not completely true and straight, causing holes to be enlarged. Using a machinist's reamer to produce a more accurate orifice repeatedly produced orifice coefficients equal to or lower than the 13 Combined 123 Orifice Or Coefficient,C 12 11.5 0 10 20 30 40 50 60 Residual Head(feet) Figure 5: Range of orifice coefficients from preliminary test of 1/8 and 3/16 inch diameter orifices smallest coefficient produced by a standard drill bit. The average value for the coefficient(as shown in Equation 3) in OSI's initial testing was 12.22 for heads varying from 2 feet to 7 feet on 1/8 and 3/16 inch diameter orifices. Coefficient values consistently dropped with increasing driving head. Figure 5 gives a coefficient value range versus driving head for OSI's initial tests. These results follow the same general pattern as have other orifice tests over the past 100 years [King(l)]. The value 12.38 given in equation 3 is derived from averages of testing performed by engineering students at Umpqua Community College in Roseburg, Oregon [Ball(2)] over a 10 year period and is considered sufficiently accurate for onsite systems if orifices are drilled with care. Optimally, holes should be drilled using a drill press or guide instead of"freehand." Using the correct size drill bit is essential and one must meticulously avoid enlarging the hole if deburring is required. As an example, the flow from a 1/8 inch (3.2 mm) orifice with a 5 foot(1.52 m) residual head is 0.43 gallons per minute (gpm) (1.63 L/min). But if the hole has been misdrilled or enlarged by only 1/64 inch (0.40 mm), the flow required to achieve the same five foot(1.52 m) residual head increases by 0.12 gpm (0.45 L/min) or 27%. To get accurate residual head measurements in the field, a clear pipe must be attached to the pipe with the orifice. The true residual head is measured from the top of the orifice to the height of the water column. Measuring the squirt height out of the orifice into to the atmosphere will give heads lower than the true residual head. Tests at OSI's lab produced the results in Table 2, which compares squirt height with true residual head. These tests were done in still air. Tests done in the field with wind speeds of 5 to 8 miles per hour(8 to 13 km/hr) resulted in up to 18 inches (46 cm) lower measured residual head with a true residual head of 5 feet(1.52 m). NTP-OSI-ESB-1 10/95 Page 7 Table 2:Actual residual head versus observed squirt height ACTUAL RESIDUAL HEAD MEASURED SQUIRT HEIGHT 24inches 21.5inches 36 inches 33 inches 60inches 56inches 84 inches 77 inches 120 inches 96 inches Orifice shields (Fig. 2) are recommended for installation over orifices that are encased in media which may impede flow through the orifices. A University of Wisconsin study [Falkowski(3)] reported that directly covering orifices with small gravel media caused the same reduction in flow that clogging of 25% of the orifices produced. Orienting orifices up instead of down prevents settling of solids in them and allows air to escape more readily during the filling cycle. Orifices may be pointed down if freezing of the lateral is a major concern. Tests done at OSI's laboratory in 1993 showed that 4 inch (10 cm) diameter orifice shields, while clearly protecting orifices from the surrounding media, did not provide significant spreading of effluent compared to unshielded orifices. Cleanouts Cleanouts should be placed at the ends of all laterals to allow cleaning of the pipe and orifices (Fig. 2). Using a sweep ell rather than a sharp ell makes it easier to use cleaning devices such as snakes and bottle' brushes if necessary. An alternative is to clean laterals and orifices by connecting a vacuum to the end of each lateral. An access riser over each cleanout makes it easy to find when maintenance is required and eliminates a need for digging. Developing a System Curve When designing a pressurized system, it is necessary to know the flow rate and head at which the pump k needs to operate. Plotting on a graph the head versus flow rate for a particular system yields a system curve. When a system curve is plotted alongside a pump curve, the approximate operating point of the pump will be where the system curve intersects the pump curve. A system curve can be drawn by plotting the total dynamic head (TDH) produced by the system at various desired flow rates. TDH can be calculated as the summation of the static lift, discharge piping headlosses, and desired residual head. The use of the equations given previously—Hazen Williams equation, the empirical discharge assembly equations, and the orifice equation—allow fairly accurate TDH calculations. Computerized graphical spreadsheets make plotting of system curves quick and easy. Sloping Sites . Maintaining equal distribution on a sloping site is more difficult than on a level one for several reasons: the uneven residual pressure at the lateral orifices, uneven distribution of effluent during the start of a dose cycle, and draining of effluent to the lower lines. Described below are five basic methods for equalizing distribution in spite of residual pressure differences. (1) Orifice spacing can be increased in the lower lines to accommodate the larger flow rate' per orifice. Although this method equalizes distribution between laterals, distribution within a single r line will be uneven. (2) A globe or gate valve installed at the beginning of each line may be used to adjust residual pressure. However, adjustment of valves is a trial and error procedure and is susceptible to misadjustment once the system has been put into operation. Quarter-turn ball valves are not designed or recommended'as a means of flow control. (3) An orifice disc assembly (Fig. 2) may be installed at NTP-OSI-ESB-1 10/95 Page 9 the beginning of each lateral to adjust residual pressure. The advantage is that trial and error and the potential for misadjustment are eliminated. Orifice discs installed in unions also allow easy inspection and cleaning of the orifice restriction. Calculations based on this method are discussed later. (4) A hydrosplitter or pressure manifold may be used to feed and control pressure to each individual lateral. The hydraulic analysis is more difficult than with the orifice disc assembly method. A trial and error method of equalizing residual head may be used if gate valves are installed on each line of the hydrosplitter, but valves have the same cleaning and misadjustment problems discussed previously. Positioning the hydrosplitter below the lowest line and installing a check valve at the beginning of each line can reduce uneven distribution during the beginning of the cycle. (5) Electrical or mechanical distribution valves may be used to dose at the same.time only the lines that are at the same elevation. With each cycle, the valve rotates to a new line(s). A more detailed description of distribution valves is discussed later. Even if residual pressure has been accommodated for, uneven distribution of effluent may still occur on a sloping site at the beginning of the cycle until laterals are fully pressurized. Additionally, at the end of the cycle, effluent in the upper lines and manifold may drain into the lower lines. Of the five methods described here, only the hydrosplitter and distributing valve will eliminate these beginning and ending cycle problems. There are, however, other ways to mitigate them in systems without hydrosplitters or distributing valves. Carefully leveling the entire manifold will help minimize unequal distribution at the beginning of the cycle and drainback at the end of the cycle. Of course, lower laterals will always fill first, but placing check valves in the manifold directly after each lateral connection prevents drainback at the end of each cycle and allows the achievement of equal distribution more quickly at the beginning of the cycle. . Using check valves in that way also means that the transport line must feed the manifold from below the lowest lateral. Unfortunately, check valves used in this manner are difficult to test and maintenance. Alternatively, "humps" or high spots at the beginning of each lateral may be designed in to prevent effluent from draining out of the lateral, although unequal distribution can still occur at the beginning of the cycle. Sometimes equal distribution through pressurized laterals is just not feasible. Then dosing gravity trenches with a hydrosplitter often becomes the method of choice on sloping sites, particularly when dosing downhill. Distribution Valves Electric ball valves and mechanical distribution valves are used to divide distribution networks into two or more zones. Reasons to do.so are various: to provide equal pressure distribution on a sloping site, to allow resting of zones,to permit dosing large areas with small pumps,to allow reduction in pipe sizes, and to increase residual pressures. Electric ball valves must interface with a control panel so that they open and close at the appropriate. times. Irrigation-type solenoid valves are not normally recommended as they tend to clog and corrode easily when used with typical septic tank effluent. Mechanical distribution assemblies (Fig. 6) are a simpler, less costly means for zoning distribution networks. These valves are activated by the water pressure in the transport line. Each time the pump is turned on, the valve rotates to dose the next zone. A good mechanical valve assembly has the following NTP-OSI-ESB-1 1011, Page 9 features: unions to allow easy removal of the valve, clear sections of pipe for visual inspection of valve operation, and a ball valve on the inlet for quick, easy testing of valve operation. o Distributing Valve Ball Valve 9 Inlet Coupling Union Clear Pipe Figure 6:Mechanical distribution valve assembly Designing Downhill Dosed Systems Dosing downhill, whether by pump or by siphon, requires that additional criteria to be considered. Pressurization of the distribution system does not occur until the transport line is backfilled with effluent. At the beginning of each cycle, the transport line is empty and the air that is in the pipes must be displaced to achieve proper pressurization. Trapping air during filling of the transport line is a Qi Transport Line — — — — _ _ — _ _Residual Pressure,h h Slope,S =h/L MOM L Pressurized Lateral Figure 7: Downhill dosing critical factor when dosing downhill, particularly when using siphons as there is no additional pressure available to push air out of lines. Oversizing lines to allow open channel flow is a practice commonly used to eliminate this problem. Because it takes time to backfill the transport line to get to the desired residual head, the dose volume must be large enough to reach design pressures. Oversizing the discharge flow rate from the pump or siphon allows quicker pressurization to occur. Time to pressurization can be calculated with Equation 6 based on Figure 7. NTP-OSI-ESB-1 10/95 Page 10 a r The volume of transport line filled to a height, h, can be written as Equation 4: V =7.48APh 1+1�2/ (4) where: V is the volume of filled transport line in gallons 7.48 is a units conversion factor AP is the transport pipe's area in square feet h is the vertical fill height in feet s is the slope of the transport line, h/L in ft/ft Liquid is stored in the transport line and the liquid level rises until the discharge rate of the distribution system, Qo, equals the inflow rate, Qi. The rate at which the stored volume increases may be expressed as the differences between the inflow and-discharge rate in Equation 5. Qeu =Q; -Qo =dV —7.48AP 1+(y 2) A (5) dt dt where: dtis the rate of volume change in gpm dis the rate of change in liquid height in feet Qo is the discharge rate of the pump or siphon in gpm Q; is the inflow rate in gpm " Solving Equation 5 for time, t, and substituting the orifice equation for Qo, with n equal to the total number of orifices, yields Equation 6: 14.96AP 1+Y2 Q 2 (12:38nd t = 2)2 Q;ln Q; -12.38nd 2 12.38nd hl (6) hl, _ which is the time, in minutes, necessary for the residual head to reach hl, in feet. Since Figure 7 may be a simplified version of what is in the field, Equation 6 should be used with discretion and only as a , rough calculation. Maintenance Proper operation and maintenance of dosed systems is essential for long-term reliability. Septic tank scum and sludge levels should be measured periodically to determine when solids removal is needed . (devices are available that make it simple), and tanks should be pumped before maximum allowable solids levels are exceeded. ,Pump and siphon systems should be inspected at least annually to ascertain whether they're functioning properly. NTP-OSI-ESB-1 10/95 Page 11 t Distribution lines or laterals should also be inspected annually and flushed to ensure proper distribution. Inspecting pressurized distribution networks for signs of clogged orifices is most accurately done by checking the current residual head and comparing it to what the system originally produced. Comparing current pump run time or cycle time to original time values is not nearly as sensitive. OSI ran tests 80 High Head Pump 70 60 Low Head Pump to 50 Residual Head 40 30 20 10 Pump Run Time Low Head Pump 0 High Head Pump 0 5 10 15 20 25 %orifices plugged Figure 8: Effects of orifice plugging on pump run time and residual head simulating clogging of a sand filter manifold having 60 1/8 inch (3.2 mm) diameter orifices to illustrate this point. The tests were conducted with both a high head turbine pump having a shut off head of 105 feet(32 m) and a low head pump having a shut off head of 24 feet(7.3 m). Figure 8 illustrates the percent change in values of both residual head and run time versus the percentage of orifices plugged. It is evident from this study that the change in residual head offers maintenance personnel much more sensitivity than does pump run time when monitoring pressure distribution systems for plugged orifices. Performing proper maintenance of a dosed onsite system requires substantial knowledge of the particular design and site. An as-built drawing should be kept at the site for reference. Because homeowners are not usually knowledgeable about their systems or inclined to perform the necessary maintenance, maintenance agreements or contracts are highly recommended for all onsite systems. As it becomes apparent that traditional sewers will never be universally accessible, onsite wastewater treatment must be looked upon as a permanent solution. In fact, there is a growing trend worldwide supporting the notion that onsite systems are more economical and better for the environment than are traditional collection systems and centralized treatment. Water reuse, groundwater recharge, and water conservation are reachable goals with onsite systems. Because pressure dosing is so important in today's onsite technologies, proper design, construction, and long-term maintenance of dosing systems is essential to assure protection of groundwater, surface waters, and public health. F NTP-OSI-ESB-1 10/95 Page 12 References King, H.W. and E.F. Brater, Handbook of Hydraulics, Fifth Edition, pp.4-6 to 4-7, 1963. Ball, Harold, Unpublished student reports, Umpqua Community College, Roseburg, OR, 1979-1989. Y v Falkowski, G.M. and J.C. Converse, Siphon Performance and Pressure Distribution for Onsite Systems. Proceedings of the 6th National Symposium on Individual and Small Community Sewage Systems, St. Joseph, MI, pp. 198-203, 1991. This paper was first presented by Eric S. Ball at the 1995, 8`h Northwest On-Site Wastewater Treatment Short Course and Equipment Exhibition, in Seattle, Washington. NTP-OSI-ESB-i 10/95 Page 13 07/11./200', 16:41 FAX 508 255 6700 COASTAL ENGINEERING �� � , �';,;C�1' s�� ]CA 1,;r� 01/0" yJlkll INC. 260 Craabe;'i:y Ffighway (Rte. 6A),Orleans.MA 02653 www.CoastalEngineeringCornp:;.uy.coni C?:leans;i08-255-6511 Provincetown 508-487-9600 ■ Hyannis 508-778-9600 M Fax 505-,"5-6700 ul'r 11, 2007 C16781.00 Q c a--d of Health r3at ust,�ble Board of Health Via Far To: 508-790-6'04 :?anistable Town Offices 200 Main Street IAA 02601 Continuance of Hearin de Associated Utilities,and Second Story Addition Proposed Sewage Disposal System Upgra Silvia& Silvia 116 Scudder Lane Barnstable,MA � Map 259 /Parcel 12 D, r Board Members: )eli.alf of our client, Silvia& Silvia, we would like to request a continuance of,a hearing that is scheduled for .Daly 17, 2007. Our clients are in the process of modifying the floor plans. The:'efore, we respectfully request that you reschedule the above referenced project for your August 21,.200''. 1► puh'.,1c hearing- .f.f s,.)u have any questions, please call our office. COASTAL ENGINEERING CO., INC. �'Ak—'k tt4 -.Ieili i G. Schnaible,R.S. .c.: 5cilvia& Silvia, Applicant (Via,Fax To: 508-420-8109) ,...,P,vzar1ne W. Genest, Owner Peter Markunas, Woods Hole Group D:IDOCIC1670011678]TermittinglBOH 2O061Cont Hearing Gtr to BOH 7-11-07,.:iuc• 4. Providing solutions for the benefit o 'our clients and c'ommuniry■ n Complete items 1,2,and 3.Also complete A. Sig ture` item 4 if Restricted Delivery is desired. Agent o Print your name and address on the reverse X dd ssee so that we can return the card to you. B. Received by(Printed Name) C t I' o Attach this card to the back of the mailpiece, or on the front if space permits. J LA jor delivery address different from item? ❑Y 1. Article Addressed to: If YES,enter delivery address below. &0 t C16781\116ScudderlBOH\BARUGS\can Man 258 Parcel 24 I I Jacqueline Simpkins C/o Willard Simpkins Box 302 3, a ice Type Barnstable,MA 02630 9&Gertified Mail ❑Express Mail Y "0 Registered ❑Return Receipt for Merchandise I ❑Insured Mail ❑C.O.D. I M 4. Restricted Delivery?(Ext►a Fee) ❑Yes 2. Article Number 7 0 0 6 010 0-- 0 0 0 4 8°218 8 9:15 (rransfer from sert ' Ps Form 3811,February 2004 Domestic Return Receipt n t ` ` 102595-02•M-1540 UNITED STpTEGYe^�- I 2 s I _� �. I • Sender: Please print your name, address,,and ZIF44 in this.box � • I Z N U , I 62 I � permitting Office < I COASTAL ENGINEERING COMPANY,INC. I 260 Cranberry Highway Orleans,Massachusetts 02653 I (508)255-6511 I ° j ) ( ) ( j j j j ! I o Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. t- 0 ❑Agent G Print your name and address on the reverse WX ❑Addressee so that we can return the card to you. B. Received by( 'nted Name) C. Date of Delivery N o Attach this card to the back of the mailpiece, C or on the front if space permits. D. Is delivery address d' nt fro?prt�e�14 ❑Yes 1. AM�[A-Addressed to: If YES,enter deli a eloGu �❑No C167811116Scud 1Bder OA%A—AgGS\cam"" Map 259 Parcel i l c�C' .#l/�/�> �I N 'John J M Curtin,Jr.Trs "rs 10 JMM Nominee Trust iy c7ja� A 2 Woodchester Road P Wellesley Hills,MA 02481 �3\,S nriceType V , Certified Mail ❑ ail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. N 4. Restricted Delivery/(Extra Fee) ❑Yes N 2. Article Number (rransferfmm seMce la ?`'3 7 0 0 6='01 Q 0`,�0 0 4 8 21.18'I. 8'9 2 2 = NPS Form 3811,February 2004 .,Domestic Return Receipt 102595-02-M-1540 i UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid USPS I Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 ins h s box • I \ Permitting Office I COASTAL ENGINEERING COMPANY,INC. 260 Cranberry Highway <<?� Orleans,Massachusetts 02653 `.> If (508)255-6511 <<� ' I I ME ' 9 o Complete items 1,2,and 3.Also complete A. S' ature item 4 if Restricted Delivery is desired. ❑Agent o Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. R�qwved by(P ted Name) C. Date of Delivery n Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is del' iyc -Kd m Rem 1? ❑Yes It Y She er deli'very,a res below: ❑No 1 C167 1\8 116Scudder\BOH�BAR\JGS\cam Map 259"Parcel 13 N `� s 5 'John J&Mary D Curtin,Jr. 2 Woodchester-Road 3. ServiceTyp Wellesley;MA 02481 Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number • RGO6 0>10D =0p;04 $2],8 890'8(Transfer from seMoe =* i e's= , ^ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Permitting Office COASTAL ENGINEERING COMPANY,INC, 19 260 Cranberry Highway Orleans,Massachusetts 02653 (508)255-6511 �� S f i 11113111 11111111111 it i 1111i.71131 fill f3 Ili fill:if 11 TOWN OF BARNSTA BLE 10CATION t�� f,� r' l.r� SEWAGE# 000'9 VILLAGE ASSESSOR'S MAP&PARCEL a i INSTALLERS NAME&PHONE NO. PA,dyt ^S ol4di3 rr,5--5?93 :,>i" SEPTIC TANK CAPACITY LEACHING FACILITY:(type)pre:Gy s- D o (size) ���� �o a/Ll NO.OF BEDROOMS S OWNERti'1�5� PERMIT DATE: 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 3N A-1 ,. 7A Al A I� IV No. �� Fee THE COMMO WEALTH OF.MASSACHUSETTS Entered in computer: R e se7 *A, PUBLIC HEALTH DIVISION - TOWN OF'BARNSTABLEMASSACHUSETTS .2pp Ytcatfort for digp pogaY- gte-M �-ot��tructrort ernYitplication for a Permit to Construct( )Repair( )Upgrade(�(,)Abandon.( ) Dcomplete;System )Individual Components Location Address or Lot No.'l fp S Owner's Name,Address and Tel No Assessor's Map/Parcel <ij _ I ii Installer's Name,Address,and Tel.No.6(og- aa y S 9y Designer's Name,Address and Tel.No. i l 9 co nc`+ru.C+j V,\ C� o Ego �C Type of Building: 51 CLp n Cp �.. Dwelling No.of Bedrooms Lot Size sq.ft Garbage Grinder( ) Other Type of Building No.of Persons Showers( ' ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow S.� gallons: Plan Date Number.of sheets Revision Date. "2-2—" Title Fift in op oal-17d Size of Septic Tink Type of S.A. ,� Description of Soil Nature of Repairs or Alterations(Answer when applic ble>l:��z�Lhon ts� ,�5Q0 RAbV\ `Z (t a o) 40 ,2 1 - L X Date last inspected: Agreement: The undersigned agrees to ensure th/consn construe' maintenance of the afore described on-site sewage disposal system in a rdance with,the provisions of Titlemental Code and not to place the system in operation until a Certifi- " ` Cate Compliance has been issued by th . Signed Date plication Approved by Date Application Disapproved for the following reasons Permit No. _ wDate Issued �No o. , ! ' . z _ Fee . -� - "� THE COMMONWEALTH OF MASSACHUSETTS. ASSACHUSETTS Entered in computer:' *UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS - Z(PpYication for Zigooar bpo ens Con�tfuctton Permit Application for a Permit to Construct( )Repair{ )Upgrade( Abandon( ) O Complete System El Individual Components Location Address or Lot No. I Ito r -Owner's Name,Address and Tel.No. Assessor's Map/Parcel �j — � 2 11 6 Installer's Name,Address,and Tel.No. '!_I S 99 Designer's Name,Address and Tel.No. Ca��l-al ►r ee n P 1_RV_U 1 aC �n5l�r U_0r 06 E �q l`a-ems+- a l,z :M A 6204 O S I VAN 02USZ Type of Building: W.P,.51 nCP Dwelling No.of Bedrooms � Lot,Size 9.ft. Garbage Grinder( ) = 4 _W� Other Type of Building No. of Persons- Showers( ) Cafeteria( ) Other Fixtures •Design Flow S"7 .gallons per day.'Calcula ed daily flow S v gallons. Plan Date — Z _ O (o N "'ber of sheets Revision Date 2-2- Title Anop Die-WSN,4, xwq I Size of Septic Tank r.0 D '' Type of S.A.S. �_�� ; c ' ni{S -2 Description of Soil J _ Per) � U ° �-�lU�ofNature of Repairs or Alterations(Answer when applica le) 5�QQAkOY `2 (�.0 2Y1 b L i Au &M aoblo) I-oLlnk 0 1 sm C16t a -�, o) rc S�W rz-&--ed leoChl (5 X5oo dim Date last inspected: Agreement: The undersigned agrees to ensure the constructi and maintenance offthe afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the`ovironmental Code and not to place the system in operation until a Certifi- s cate of Compliance has been issued by this Bo.d Af Health. � Signed Date pcation Approved by �^./ Date' s I J��CI- Application Disapproved for the ollQwing reasons �' r Permit No. l Date Issued t` -----—————————---——— —=__---_--_- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS s: Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) s Abandoned( )by �Z 1(�x�,l,a<a�� C-'--Yr4 C J�19. at iI 4 S< vi �-� C4� �, ��n5���1`0 s�� constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. [l ated Installer - Designer The issuan e f this t hall not be-construed as'a iguarantee that the s to will function a5 desi, ved. q a° / Date � Inspector 1 A_1 �I fi.6 V C-�.J Sf cekl ,*/ /CAFv i' ,-- po No. �ig Q3y -----------------Fee f' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH.DIVISION - BARNSTABLE, MASSACHUSETTS IWOPOS aY *pgtem Construction Permit Permission is hereby granted to Con truct( )Repair )-Upgrade( )Abandon( ) System located at i L. 6 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this.permit. Date:_��2 5 0� Approved byl —_ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppfication for Oiopozal bpotem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( V/Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ']& -SCOODE4 Wk, Owner's Name,Address and Tel.No. Assessor's Map/Parcel 6'W E�- '� �' 1 _ 5COD090 Lo ,6 ft v6 LE In is Name, ddre s and Tel.No. _ ,G�g Designer's Name,A� and Tel No. ' - tj— 51 Co ot &XgrK r�a D04M6 Ml+63A e2( o�oe���3�y a Type of Building: Dwelling No.of Bedrooms Lot Size CC/.(0g5 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow o gallons per day. Cal lated daily flow 5 gallons. Plan Date © Number of sheets Revision Date Title Size of Septic Tank o26M Pf(eTM A) Type of S.A.S. NO.5,50a A95FI© Description of Soil z�ir. t1 50AP) —__-) ..SaAMV L4909-M Nature of Repairs or Alterations(Answer when applicable) UJ)`l'4 110 FAT 5U 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 provis' ns f Title 5 of Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee . y d f H 2 Signed Date 23 16 Application Approved by Date Application Disapproved for the ollowing reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS ti BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dist)osal System Constructed( )Repaired( )Upgraded(l/f Abandoned( )by &-M d O ll� S , at 111 1p S-0-ODDE-le— L19-10E hasl&A constructed in accordance with the provisions of Title 5 and the for Disposal S stem Construction Permit No dated Installer AM 14JA29��t�_��� Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. ; Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ?6 Yes' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS/fly rication fo Conotruction Permit Application for a Permit to Construct(-. )Repair( )Upgrade( V Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. &En1 es-r Assessor's Map/Parcel a��, / I� 0 tp 5 W D D C-j� Installer's Name,Address,and Tel.No. Jv�— 3 S Designer's Name,Address and Tel No. 5-- / „Km Cp�JHD�s,i 59 y11/lye 5/��/_� -/1 L�/{Sy 1 j WA Type of Building: Dwelling No.of Bedrooms Lot Size /,(01?6 sq.ft. Garbage Grinder( )„ , Other Type of Building No.of Persons Showers( ) Cafeteria';( ) Other Fixtures r�! j Design�Flow � 0 gallons per day. Cal c lated daily flow gallons. .Plan°'Date a Number of sheets Revision Date 9/ 0 7 - Title �/' Size of Septic:Tank'l:`700(OA'LI9 QM PA�rmilyT Type of S.A.S. XrSSU� Ol)5F-D Description of Soil; Z J1 t4n t/ S f�11��� � Ot)_l�1-/ LIB M'17 J,a A .1 Nature of Repairs or Alterations(Answer when applicable) f SAC L!!/S?//1)�Y .51-1 77 r' UJ I-0-f 10 Ft95T S V S27=�M Date last inspected: a Y Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provis on of Title 5 of tIAEnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has beenf*dsue by thi d H a . 07 '73 U�t Signed Date Application Approved by Date ` Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(� Abandoned( )by t'le e�Q-A)_T��ks '4;174)�_ .. at UP . J DD L lJL hh js be-'rn constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No i/ •-, dated Installer tON/9 lW)%f9G7DK�S ZA)G Designer 'R "/11J /eT �- The issuance of this permit shall not be construed as a guarantee that the system will function as designed: Date " air r- d' Inspector7-" 1' No. Fee ! THE COMMONWEALTH OF MASSACHUSETTS _V UBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migw5al 6pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( ba.don System located at I - �'(J� �1�� L )rZ f and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. { Provided:Construction u t e o Fle d within three years of the date of this-/ Mud Date: roved/ L/� A � � PP b Y f gl-wt/!Ze/!t cJP,/YI6CP6'i, Yn0. 44 Commercial Street Raynham, MA 02767 Tel:_ (508) 880-0233' Fax: (508) 880-7232 November 4, 2008 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 5164 } Attached please find a copy of the Product Registration Report for the FAST Treatment System_for-the startup per-formed on 10/24/2008 at the home of Suzy Genest located at '1f16 Scudder Lane, arnstable,MA 1 Also, attached is a copy of the fully executed 'Inspection&Testing Agreement. If you have any questions or,require additional information please do not hesitate to call. Sincerely, `ZE ' Donna L. Callahan Enclosures , m i y 1NC0RP0RATE0 8450 Cole Parkway m Shawnee, KS;66227 w Phone 913-422-0707 w Fax: 912-422-0808 e-mail: onsite cDbiomicrobics.com,w www.biomicrobics.com w 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to-Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up d ' - Date Ship ed to End User 10/17/08 Serial# 5164 k r OWNER _ s NAME Suzy Genest ADDRESS 116 Scudder Lane CITY/STATE/ZIP Barnstable,MA 02630 PHONE/FAX BlQ=I!"ICR0131CSIS' Rl13IJ,TOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharn, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 IN TA a NAME nPKM Contracting ADDRESS P.O.Box 775 CITY/STATE/ZIP Dennis,MA_ 02638 PHONE/FAX 508-385-5993 CONSULTING ENGINEER if a' livable NAME Coastal Engineering ADDRESS 260 Cranberry Highway CITY/STATE/ZIP Orleans,MA 02653 PHONE/FAX 508-778-9600 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating Septic tank level LY" Li BLOW ER(S) Septic tank meets min. size U/ Ej Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly Air Lift Operation Filter element installed Q' 0 Recirculation tube in place Blower hood secure (�/ Fasteners tight Blower works correctly (� WATER-TIGHT JOINTS Blower located within 100'of n�" 0 Ll Treatment unit to septic tank treatment unit Air line clear Entrance tube to insert cover Air inlet screen clear ( Insert to insert cover da, Blower hood vents clear a Discharge line connection 0 I Factory Authorized,Personnel: Title: Firm: Wastewater Treatment Services, Inc. Date: ii-JAl1-08 14:22 Fled-JIIFflGPR�D VJ t1588884TT31 T-68T P O49 F-4b;1` 9 m � ' 9��ea�rar�re fe��,icrs', �raa i a� Pkasc RWdmnk MA 6neUdia�Baer si p`M4 0276T rigid arigimt e�r�a ex Wa m.rats Tm.e. c s Vw, 1e (306)8 as ae &1YMMM MUM Fare(50$)U0.7m MMtMCW AM US'PlNG&CRIB E T ' Agreehiient entered into''by°arid between WaftewateraTres m"t Serrtq.bc.;(hetesn called WU)sad the FAST'System OWNER(herein called OWNM)for the hupoctioat bY:WTI of Sartain eq�upment of OWAi which is descsifwd below. Upon acCeptaace of chit agreement at WT3's ox„'WTS will reader the following services'only: Eg upmeat will be bis cted at least 4 times per year that this Ag<eearent tetnain inaffect;wdh tits first- If iaspecteons begintung fd, These inspecaions will Mctuda: 1) Tesdng of tie sludge deptb W.ft'septic tank: 2) Take amperage and voltage trigs,el tinge oil,grease,blower.,check belts,check air pioae;air Scour mnt;check sErhft,check recycle 6n;a eit:anhtiptace�i take f lter of air blower. „ . 3): �spect�on of the_ alarm sj,+stem: ,'. �) Inspect ova-at1 ca-ditiori of Madew)FAS'Y'®System. 5) Notify OWNER:of aay prObltrns tvMIMt&ed. 6) Service othct than ioutiae maintrnance well!u billed-at ari'hourly rate;plus travel and parts. WT5 shall notify Depart of Fanviroinnatal Protxcaon is writing the local Board of Health end withut.24 hours of a system fatluse.or alarm Cveat Wa dnsg corr"ve measurae that have been talaea: OWbII~R will be*Ued standard WTS charges:for any ports used in repairs or mainte ce. ,Any additiobai labor time will be billed to the OWNER w our current labor Taks of 08:00 per hm. Eanergeticy service between Tdgular iospeetioas Brill lie prow dal at stattdand 14b" stet during nonnal business lotus;at torte and aft a S:OQ PM am on Saturdays;snd at double.t1tnQ on'.$w*ukys and. holidays Emergency,aesvice charges will iuClude a r�fi�aittti>nt four(4)lmius of lsliar, picai Standard. , WTS charges for parts,plus puleage and travel char Tba'snaual tau includes routuae but does riot mcluda tpairs required for dattm ed by abuse,accMettt 't k actft of thad petsoas. farces of nature of alterations much to egwpment of alterations WT3'sltall lot 1>c re®poti► 'ble rot faihue to render the:agreed'Services if aansed fry sm'b%IaboT disputes;nun�;oop�h i by or other factors beyond`the control of $. OWNER w&rstands end agrees that W'TS is Sot tesports�ble f6r soeciaL incidental or counsequentiai. datfiagaa,uicluding but nat ittnitmd to lass of titim,{UIjmy to per an or MIPICIVO.", �l�F�t failitt+e. OWr1ER agrees that WTS..may enter OWM4's propem and have aCccptable access to all - deemed by*"to be necemy our appropriate for W'rS to:perfortrl Its duties hereunder: iI-JM-08 14:22 FROM-JEA6PROD _ +1608$90T232 v �w MIT vJP.03/06 f-163 Current WTS practice is to send OWNIKR epparoxiasatety 10 days befgm eapnatioa of the term of the current contract(1)either a new contiract or an offer to extend tine current oonnact's term,'and(2)an invoice for one year of service. it is OWNER's rcsImnsibility to timely return the paynmt mad either the new contract or the accepted extension,completed and si jorA WTS mast receive the payment said document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or odkiwise comply with this contract,may result in suspen on of service,cancellation of the contract and/or nullification of wsasuties,at the eloction of WTS. OWNIER may not assign ibis eonvact within the prior written consent of WT& It will remain in f=e until a party cancels by written notice to the other at the addiress givtM heron,or until the contract terra expires,whichever is sooner. I HACTURER MOBEI.NO. .t)C TIO ANNUAL RA TL• Bib Microbics Modul"FAST (, Barnstable,Ir[A $500.00 EQUIPMENT OWNER eat Peril "Signed by OWNER: Sued: Suzy Genes/ 44 ial Street . *Address Raynh MA 02767 116 Scudder Lane - Tel ei(50$)580.0233 *Csry State: _Zip: Tax:(508)88&7232 Barnstable MA 02630 *Telephone 781-639-0178 Eftu've Date ofiAgreemilt _tT Daytime Telephono iy ! OWNER understands that(1)ANNUAL RATE payment is g*one year only comabancing(M ft date . set fmrth above and is vonrrdhmdable;and.(2)Current DEP R$g slniaas require OWNER to'maintnia a service agrcment for the ' e of the TAS T°System.`'1} A'4 .YtEAD AND tjIHDEYi3'ICAND IHE FOREGOING. *Signed by OWNER: m Testing Efll 6t surnple taken 4 times per year for 2 yarn,ad delivered to a qualified testing lab far evaluation. Results sent to State and local Agencies as well as'the OWN>E<.L OVMM is responstt for providing acceptable access to effluent to mbk a grab sample to be taken for laboratory testing performed. Law *(PLEASE CHECK ONE) (X )GENStAL (' )P-MIA DIAL -( )PROVISIONAL. *SPECIAL CONDr1T.ONS PER LOCAL BOARD Of]IEAL.TH(Y)or(N)if s,please attach copy of P=Xdt ( X )pH,BODE,TSS,Nitrate.Nitrite,"MN ( }Othw: *Cost for UsiV S2t�0_OLYlstt Operator assiglaem Waftin Everett 'Telephoner M-49LUM Engineer: Coastal Enpnier ng ' 'Approval for Effluent T .s Sig�nat ;:. wn Oi barnstabte Regulatory Services Z, h 0 aA,t� mas F: Ge'e iler e ,.E, � .Director.: . , M��• Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 . s Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 1 Q - 9.- p Desi :g.per: / n ( E�►�i�neecr Co. : I.DOSka _ Installer: Address: ZbD Cranberry tk�Iy Address: P'�• ( �75 .- r p.r l e an s K A6 2 b 3 EAT i ,t l ail l jli� D a to 41 On was issued a, ermit`to install a a - (date) p f a (installer) #•! wP w .n ,A 1•.v� g.+' ..;F-# s 7', �1* '�' ,?.:.'L,.f, �i s:.. �� ^...3.,e. a-r� - se .tic =' :v a. .. p system..at 5 Lam basedon a design d"rawn:6y (address) - C a-,ka1 E� < s o s r1 e`.c', k e ,n. Co , dated i l•z t-d b (designer)., z � I certifat, y ththe', system referenced above was installed:substantially according to the , which`may include minor appfoved char es,such as 1 g. lateral relocat ion ' dist ' of the . nbution'box and/orFseptic tank. , I certify that the septic.system referenced above was,installed with major'changes.{i.e. greater than 10' lateral relocatioii"of the'SAS or a ny vertical relocation of an component of the septic system) but in accordance with State.& Local Regulations. Plan'revi on or p�- ified as-built by desi 'er to follow, * , SH OF M .L� p. °%iuilL �j`L.:'" ,.r f.� .T� �? 'JOF{"�L`: ( 11er's Signatur - c�ur�c Insta e) A. a ` NIL 11 N�7 u , (Designer's Si e) (atl �c.ta =(Aff esigner's tamp Here) _ r.•4_ y t' ry r i.K1 PLEASE!RETIJ TO BARNSTABLE PUBLIC HE T$ DIVISION. CERTIFICATE OF .COMPLIiANCE ILL NOTy=B ISSUED .UNTIL._BO H rT IS � O M AND A5-BUILT C ARE RECEIVED BY THE; ARNSTABLE PUBLIC DIVISION.THANK Y U. Q:Health/Septic/Designer Certification Form - ' � y �� QC #, _J',�� 'fir 2� �, i :�.. ,�.�`%, s I .,� . � �` r � � � � _ _ h. ,gyp. 4.wt .{"> R ,. • T • - -I 't _ ... � n .� .. .. _ qn: y _ or i �tiY ➢« �r _ ,s .. '- ad �`� Cam+ � � _ � t r, � -, �� r,.. t. ;. 2 8!AN-08 10:08 FROM-JRENGPROD +15088807232 Y-'''0 P.01/02 F-622 gmmme46 Ana Pkm serf.all is=end :1I fl' g Pay fil,AAA �r�lr�dra&ia9Y�lea �Nl � - `i �'►,,:,� Swod arwno Cams-%W. ® �P — MT - At7ecawa entezW into by and bawm WanowakT Tia SeMCOS,Inc,QMt r:'12 o i '16i'j3)ad, _ B the FA Sys® �fl ® ��,�I:f� at;na�by oi�cu ,���;;i.I a,a: JulweatOf 0VMMwbkhisdeSMibedbd9w. accepmet of this eat °s o ;;, .T iti render dt mowimg a IF4pipmat v4I1 be kspecW at last 4 lima pa yeat t:aux ffis Affew=mmizis ira first' i l) Testing ofthe sludge dry in ft septic MIk. j ) T&eampemp and vaI vg% elm.-A: a 1a�t„ pit sCOUr mg,c1a,-C11e aitlA dmk ale hna6 md i aIelmhepl=Make drier ofair hlo;tf!37. 3) ' hwpeefim of the alm=syam. } kspect over4ll eoadit�m of Moddai P "NIA 'Nonfyr DW2 of any gvbl �o ae ed: . .. _ (D Smice 0eha Um roams mainmme,will>be b itl��iaf an Murly ram,plus trace➢awi livvS. ' s. now�l�l lard®i�i�:lth end! ��� of l�vixo�eaaral Pr®�ea�aA�t i Q:�rd�;'sa,� 'Widt 24 10 of&Syftm fkil=or®lwm gat oi,Mitss cave raseasmres thmx➢ar:F<r h'■r::,+M.ssa: Owmm will 4 WDed smded WIM chwps faY w i y,ria m used in repairs or nain", 1,;.1 1%r;,y ' a,dditxoual labor timr.will be b0led Ta ft OWNER w mir murmt labor mes of$71;GDjt �. Brm7gawy see bdwm TegWm insertions will t,sv provided at smnftd labor rages 4!U i'+1 J„1T,.Wjxw dram loam;at tirm ed me balf after S;00 PM a'd Asa Sawyda •and at double VU 2 ,ut IRA and ;aot yeo s vrill i�1�e a Bali f®ur(4)Iours of lam, l i kar,'w:ui:1wd , %79 Cbmwa for Pam.p➢us slew a U%"I .I-M amw ram ivwhldcs r awai f, a,;¢ =Mce. ' but d=not iaclu&repaigs required for dmWs col by Vie,wzWaW.tb X%i,, "0'.il.I w'sem • f cs of na g os al to tlae q ' t. S sl�ll not be reapt�a�le fc ,�i l e.t ra&r 'die alwed€draws of a by s ,flame,�s�u ,:,��iopa pezaAwn by �1 'be and L ` i. OwNwi mdmmn&and agrees is not verpeusible for special,fraaeaW at cove maxi dmam ur +i n e>grc 61tt - irscicjg bug not liar to I=®ftiulk anti w, OWMM AV=tMt WrS mq euBer®WMWs , , ty md have ate ble access to .:x, demed by WTS to lay Imemiary at oppropriate fbr WTS to,Ursa its duties bcmumk,C. '�E I ._ Co , r :7 r / y AJAN-08 10:08 FROM-JRENGPROD +15088807232 T-719 P.02/02 F-622 Current WTS pmetice is to send OWNER approximately 10 days before expitaioa of this currtnt waft=(1)either a new contract or on ohs to ekxad the currftr oonvaWs terraa trt4y. en iaVdce for one year of service. it is 0 .R's re*cn ibility to timely roan the payvix!m e,3: either The nw MiVact or the acceptcd extension,oorriplewd and sisne& ATS must veeeivTe Ijim,lwylima and document before expiration of the Iben eu mt comet year 10 assure continuous CoMiLIT CQMI Mge. Faalsm to Mum such docu mints on time or to otherwise comply with this contact, in susperssiesu of se ire,earicelTataan of rbe contract amVor nulTficaboa of wwanxi at 6 P:e1(w4oa of WTS. OWMR may not assign this comma without ft priar written consent of WT.S. I ztliV resin in untfil apan'emwels by written notice to the other arthe address sivere h=ciat,41r i are;,;►�e MMUM term e5[7ires,Whichever is sooner. } MAMI&CTUM M DEi.At0. � nT�t 1�. .O Bio Micrabics Moda"FAST Barnstable,MA'. P40.00 OR meat Qa+ie ;ma ,,5igned.by ONVNFA., gutted �f a' tiny omen 44 isi seek Amass. 1VLA 02767 , . - 1.16 Scudder Lmc Tele:(508)SS0-0233 41city; ate:��Zip I-ax:(509)580-7232 . ]� able MA 02630 '7 elepltona aS59-0 7R Motive Dote afA �: OWN=Md==&that(a)Ale MAL RATE pay mat is for one year only Commeneft va 41je dam sct forth eve and is z on-w n abla;nd(2)Creac D1P Regulations require OBE,,;,ad +a+lintain a semen azr==t for the life of the F&SrSystem. l HAVE READ AND UMESUS IVI RI''` FIR 70REGOINas r *Si by OWNER 7 m f e'vai4 griott-" eli�ted to Kid tg a qualified t 1e per for 2 sad d , uer+ here R trxnts p Y� g Maus sent to State and local Asencies as well as the OWNM OV#?M t is respmsibI i'IFV,,pcoviding accepmble access to effluent to enable a gmab sample to be taken for laboratory tes>tang �;ti�,ei�l. 4 OEM -�P CHECY, _ (X .�G L`. (. �REWbMIAL � '1Ll',:VdirTl,1�� t 'SPECIAL CON'D ONS PM LOCAL BOARD Op B1 A TH(Y)or(1`n copy o�f. X ) .B0Ds,TSS,;1T Mft.NitritC,.,M111 ( )Other: ,"Cost for tafiv S2tl5.aaMs1>t Oator tt►d: MMURM Everett �a 'the �50 4Q 38� 'Engineer: U312stsl �eft Siva t • t a. OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 December 18 2007 C 16781.00 I Barnstable Board of Health Barnstable Town Offices 200 Main Street Hyannis,MA 02601 Re: Board of Health Deed Restriction Proposed Sewage Disposal System Upgrade,Associated Utilities,and Second Story Addition Silvia&Silvia 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 Book: 22535 Page: 150 Instr No: 70859 Dear Board Members: Enclosed please find a copy of the recorded Deed Restriction, dated 12-5-07, for the above-referenced property. This restriction was recorded at the Barnstable Registry of Deeds on December 14,2007. If you have any questions regarding:this project,please contact our office. Very truly yours, COASTAL ENGINEERING CO.,INC. s Catherine A. Morey C s, C") € r Enclosure cc: Silvia& Silvia,Applicant 3:. rv), Suzanne W. Genest;Owner:. . John G. Schnaible,R.S-. Coastal Engineering Co., Inc. en m D:IDOCIC16700116781IPermittinglBOH2O061Copy of Recorded Restriction.doe ■Providing solutions for the benefit of our clients and community■ B k 225a.5 Pr 3 150 �70859 ,y s MEMORANDUM C(0 PY To: Barnstable Board of Health Date: Barnstable Town Offices 200 Main Street Hyannis, MA 02601 From: Suzanne W. Genest 51 Fords Crossing Norwell, MA 02061 Re: Deed Restriction - 116 Scudder Lane -Map 259 /Parcel 12 This memorandum shall serve as notice that the residence located at the above address is restricted to a maximum of five (5) bedrooms. This is in accordance with approved plans entitled "Sewage Disposal System Upgrade Plan"on file with the Barnstable Board of Health prepared for the "Genest Residence", dated November 21, 2006 (revised August 22, 2007), sheets SD-1 & SD-2, and Project No. C16781.00. Exhibit A, B, and C designate the 5 bedrooms. The sitting room, TV room, the proposed-office room in the house and the studio over the garage are not designated as bedrooms S` This document to be recorded against the above noted property at the Barnstable Registry of Deeds prior to issuance of a Disposal Works Construction Permit issued by the Barnstable Board . of Health. j Signature: uzanne W. Genest Date Commonwealth of Massachusetts Barnbe, ss. Subscribed and sworn.to before me, XT p INotaly U m 1 _ . M My co,minission expires: y- I Zo I q C16781.00:J.GS _........... .. .................... .............. .. .......... . ..... ........... .. ,.�_.... .,._..w..�.,y.,..,m�...�.y....W...�.._. " Urx. Cd Ld - _ cY VJ <N 00 rye - �G741 N Q I Z LLI u � �V o M QJ O - 5Wd�- to cV O in z 1 i6i JLi w W �.� m r I W 0 m k Y ZC) � W z ry F1 LL- CD .3r?1rtTYil � �n t L ¢ o II O N z [a� U Ul \ I I , + _ Q X N w L- I DWG. NO. L-w ; „ EKA .............................. ........................................ ............. ................ .......... ................................................ . .......... ............ ...................... ...................... ............... ................. .......... ........ o. cd ;>C3 S3Al3M w )IM c:d�4) in C4 o L • z L:j 0j I 0 ; cr>W - cd 0 5:04 co CO U) 0 Lon Ij n: Hoolu I"At 9# VIOOU038 'am x z LLJ LL U) Ld n M L L NN z LJ r—l-K r-3 BAr 0 z !LM 47_r X 3._3 a/r. RA 4•—V'I Y-3 D 0 0eh' 0 12LM'M fa WTM U) 0 cl LLJ MON ONU-Lis. tll L;j c 0 Of CD 77 • 0 T 0 0 HOON038 —j LL- < N L V) • X ui Z 0 DWG. N 0. Ld V) EX. B ........ .. ........... ............... ...................... . ..... .......... . .... . ....... ............. CTJ ,TJ W �Q� F-MN .. . . Q) N N - �-N 0 Q-JC coo r ;> o .-� r+ No _ .0-AT C/1 � .-O ul J � • b f�rrFl :. .: z • f/ !� ; XLij � W � I . ' b, z C) i a W (D z CD c� LUQ 0 a � I m Of Fn :r Ula.«��s: i. j 0 I i i o II 0 N = i W M Gj J 00+ p .i Ul I DWG. NO. EX. C I .�4 1HE rp Barnstable 'own of Barnstable ' caCftV BARiYSTABLE• iKA Board of Health i639• �oA 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Revised November 5, 2007 [Conditions#17 Privacy'and#5-Tank Capacity] Original Variance Decision Letter dated September 4,.2007 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 b RE: 116 Scudder Lane , Barnsia,e259-012„ Dear Mr. Schnaible; You are granted conditional variances on behalf of your client, Ron Silvia, to construct an onsite sewage disposal system with innovative/alternative nitrogen ;-reduction technology (Micro-FAST 1.0) at 116 Scudder Lane, Barnstable. The variances granted are as follows: SECTION 360-1, Town of Barnstable Code: The soil absorption system will be located only 63 feet away from a wetland, in lieu of the one-hundred'(100)feet minimum separation distance required. SECTION 36.0-1, Town of Barnstable Code: The septic tank will be-located 43 feet away from a wetland in,lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at.this property:, . Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms which provide privacy, are considered "bedrooms" according to the MA Department of Environmental Protection. . (2) The applicant shall submit floor plans of the home, garage, and studio showing no more than five bedrooms maximum at this property. Q:\WPFILES\SchnaibleSilvia116ScudderBOHDecision2007.doc (3) The applicant shall record a properly worded deed restriction,-signed by the owner of the property, at the,Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A'copy of the recorded deed restriction shall be submitted to the Health Agent.'prior to obtaining a disposal works construction permit. , 4 The applicant shall submit'a -monitorin Ian for sampling the wastewater f ) pp � 9 p p � 9 . effluent. The written monitoring plan will be reviewed by the Board of Health at a public meeting.. The plan shall include quarterly monitoring for a period of two years. After the two years, the applicant may request permission from the'Board' of Health to reduce the frequency of sampling. ` (5) The septic tank shall be designed per the standards contained within-the MA DEP general use approval letter::: (6) The. septic system :shallbe installed in strict accordance with the revised plans. , (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system- was installed in substantial compliance with the revised,plans. The Board held two hearings regarding this matter, the first on June 12th and the second on August 21 st. According to official records on file at the Public Health _Division, on or about July 17 1991, the Board granted the applicant variances .to construct an onsite system with multiple conditions. Condition #4 of the'variance decision letter indicated. that no more than four (4) bedrooms could be constructed at this property. A disposal works construction permit was then, issued on July 31,' 1991 for a septic system, designed for five (5) bedrooms. However, 'it was determined that at some point, a . previous owner constructed seven bedrooms.: The,new'owner or his' representative has recently''agreeld to reduce the number of bedrooms to five. The physical constraints'- at-the site severely restrict .the. location of the system components due to the close proximity.of wetlands. The applicant proposes to install innovative/alternative nitrogen, reduction�technology (Micro-FAST 1.0) as part of the new ' onsite s stem, in an attempt to alleviate a source of pollution to the wetlands. Since r I; yours, W yne er, M.D. Chairm Q:\WPFILES\SchnaibleSilvia116ScudderBOHDecision2007.doc Town of Barnstable Barnstable BARNSTABL$ _ ;B(iCa i X, ; Board of Health 200 Main Street Hyannis MA 02601 '• 2007 Office: 508-862-4644 FAX: 508-790-6304 Wayne Miller,M.D. Paul Canniff,D.M.D. Junichi Sawayanagi Mr. John Schnaible, R.S. September 4, 2007 Coastal Engineering Co., Inc. 260 Cranberry Highway . Route 6A Orleans, MA 02653 RE;, 116 Scudder Lane , Barnstable Dear Mr. Schnaible, You are granted conditional variances on behalf of your client, Ron Silvia, to construct an onsite sewage disposal system with innovative/alternative nitrogen reduction technology (Micro-FAST 1.0) at 116 Scudder Lane, Barnstable. The variances granted are as follows: SECTION 360-1 Town of Barnstable Code: The soil absorption system will be located only 63 feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required: SECTION 360-1 Town of Barnstable Code: The septic tank will be located 43 feet away from a wetland in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions:. (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall submit floor plans of the home, garage, and studio showing no more than five 'bedrooms maximum at this property. Q:\WPFILES\SchnaibleSilvia116ScudderBOHDecision2007.doc N (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The applicant shall submit .a monitoring plan for sampling the wastewater effluent. The written monitoring plan will be reviewed by the Board of Health at a public meeting.. The plan shall include quarterly monitoring for a period of two years. After the two years, the applicant may request permission from the Board . of Health to reduce the frequency of sampling. (5) The engineered plan shall be revised to show sufficient capacity to provide 48 hours retention within the first chamber of the septic tank. (6)' The septic system shall be installed in strict accordance with the revised plans. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. The Board held two hearings regarding this matter, the first on June 12th and the second on August 21 st. According to official records on file at the Public Health Division, on or about July 17 1991, the Board granted the applicant variances to construct an onsite system with multiple conditions. Condition#4 of the variance decision letter indicated that no more than four (4) bedrooms could be constructed at this property. A disposal works construction permit was. then issued on July 31 1991 for a septic system designed for five (5) bedrooms. However, it was determined that at some point, a previous owner constructed seven bedrooms. The new owner or his representative has recently agreed to reduce the number of bedrooms to five. The physical constraints at the site severely restrict the location of the system components due to the close proximity of wetlands. The applicant proposes to install innovative/alternative nitrogen reduction technology (Micro-FAST 1.0) as part of the new onsite system, in an attempt to alleviate a source of pollution to the wetlands. Sinc ly yours Wayn Miller, M.D. Chair an Q:\WPFILES\SchnaibleSiNial 16ScudderBOHDecision2007.doc r t , e ' FINE:r DATE: O FEE BMWRrABLE, MAM v 1639. REC. BY 'down of Barnstalbl qCHED. DATE: Board of Health 200 Main Street; Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H: Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 116 Scudder Lane Assessor's Map and Parcel Number:F 259/ 12 Size of Lot: 1 s 2>c) 0-c—f c Wetlands Within 300 Ft. Yes X Business Name: ; No Subdivision Name: APPLICANT'S NAME: Ron Silvia, Silvia & Silvia Phone 508-420-0226 Did the owner of the property authorize you to represent him or her? Yes _ No / PROPERTY OWNER'S NAME CONTACT PERSON Name: Suzanne W. Genest Name: John G. Schnaible, R.S._, Coastal Engineering Co., Incl Address:51 Fords Crossing, Norwell, MA 02061 Address: 260 Cranberry Highway, Orleans, MA 02653 Phone: 781-213-5751 Phone: ` 508-255-6511 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE May attach if more space needed)' See Attached See-Letter NATURE OF WORK: House Addition House RenovationNRepair of Failed Septic System z Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) t Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner.authorized you to represent him/her for this request n Applicant understands that the abutters must be notified by certified mail at least.ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) - Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local`Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0C �tl ' P. C16781.00:BOH Variance Request Silvia&Silvia, 116 Scudder Lane,Barnstable,MA Variances Requested 1 , 310 CMR 15.00(TITLE 5): 15.211 Minimum Setback Distances Leaching Facility Less than 10' from Property Line (8' Variance Requested) Leaching Facility'Less than 20'. from Foundation Wall (8' Variance Requested) r Pump Chamber Less than 10' from Foundation Wall (3' Variance Requested) TOWN OF BARNSTABLE BOARD OF-HEALTH REGULATIONS: V 360-1 Setback Requirements - Leaching Facility Less than 100' from Coastal Bank (50' Variance Requested) - Septic Tank Less than 100"from Coastal Bank (55'Variance Requested) OASTAL. NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 0 Provincetown 508-487-9600 Hyannis 508-778-9600 0 Fax 508-255-6700 December 27,2006 C16781.00 Barnstable Board of Health By Hand Delivery Barnstable Town Offices 200 Main Street Hyannis,MA 02601 l Re: Board of Health Variance Request Proposed Sewage Disposal System Upgrade,Associated Utilities,and Second Story Addition Silvia& Silvia 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 Dear Board Members: On behalf of our client, Silvia & Silvia, we are requesting the following variances from the Barnstable Board of Health Regulations to install a Sewage Disposal System at the above referenced property.The requested variances are: 310 CMR 15.00(TITLE 5): 15.211 Minimum Setback Distances - Leaching Facility Less than 10' from Property Line (8' Variance Requested) - Leaching Facility Less than 20' from Foundation Wall (8' Variance Requested) - Pump Chamber Less than 10' from Foundation Wall (3' Variance Requested) TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS: 360-1 Setback Requirements - Leaching Facility Less than 100' from Coastal Bank (50' Variance Requested) - Septic Tank Less than 100' from Coastal Bank (55' Variance Requested) Please schedule this request for your next available public hearing. If you have any questions or require additional information,please contact our office. Very ly you , CO S AL GIVE G C. Jo hnaible,R.S. J :cam Enclosures cc: Silvia& Silvia, Applicant Suzanne W. Genest, Owner D:IDOCICl6700V 67811PermittingOOH 2O06WOHV Var Rqst Ltr.doc ■Providing solutions for the benefit of our clients and community■ r OASTAL r. NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEnginceringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 December 27, 2006 C 16781.00 Board of Health Barnstable Town Offices 200 Main St. Hyannis, MA 02601 Re: Authorization For Representation Proposed Sewage Disposal System Upgrade,Associated Utilities,and Second Story Addition Silvia&Silvia 116'Scudder Lane Barnstable,MA Map 259/Parcel 12 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. Very truly yours, Suzann . Genest D:IDOCIC]6 7 0011 6 781IPermittingOOH 2O061BOHV-Rep Auth Ltr.doc _ -Providing solutions for the benefit of our clients and community■ OASTAL r NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 0 Provincetown 508-487-9600 ■ Hyannis 508-778-9600 0 Fax 508-255-6700 December 27,2006 C 16781.00 ABUTTER NOTIFICATION Re: Board of Health Variance Request Proposed Sewage Disposal System Upgrade,Associated Utilities, and Second Story Addition Silvia&Silvia 116 Scudder Lane Barnstable, MA Map 259/Parcel 12 Dear Board Members: i On behalf of our client, Silvia& Silvia,we are requesting the following variances from the Barnstable Board of Health Regulations and Title 5, Massachusetts State Environmental Protection Code,to install a Sewage Disposal System at the above referenced property. The requested variance is: 310 CMR 15.00 (TITLE 5): 15.211 Minimum Setback Distances - Leaching Facility Less than 10' from Property Line (8' Variance Requested) - Leaching Facility Less than 20' from Foundation Wall (8' Variance Requested) - Pump Chamber Less than 10' from Foundation'Wall (3' Variance Requested) TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS: 360-1 Setback Requirements - Leaching Facility Less than 10'0' from Coastal Bank (50' Variance Requested) - Septic Tank Less'than 100' from Coastal Bank (5 5' Variance Requested) The application and plans are available for review at the Barnstable Board of Health Office located within the Barnstable Town Offices,200 Main Street,Hyannis,MA.Information may also be obtained by contacting our office. This hearing is currently scheduled January 17,2007 beginning approximately 7:00 p.m. at the Barnstable Town Hall. Very truly yours, COASTAL ENGINEERING CO., INC. Gk . � Catherine A.Morey cc: Barnstable Board of Health Silvia& Silvia,Applicant Suzanne W. Genest, Owner John G. Schnaible, R.S. Coastal Engineering Co., Inc. D:ID000670M/6781 IPermittingOOH 2006WOHV Abutter Note.doc ■Providing solutions for the benefit of our clients and community■ Conservation NOI Abutter List for Map 259 Parcel 021 Property owners within 100 ft.of the perimeter of the subject parcel upon which work is proposed. This list by itself does NOT constitute a certified list of abutters and is provided only its an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 11/13/2006 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country --- _ r258024 ISIMPKINS J 4CQUELINE N C/O WILLARD S SIM13KINS 130X 302 I DARNSTAF3LE MA 02630 USA J I2S901 I ]CURTIN,JOl IN J JR TRS JMM NOMINEE TRUST 2 �WELLCSLEY HILLS MA 102411 USA j l WOODCHESTER I259012--- IGLNCST,SUZRD ANNC W - - — I— --- NORWELL MA �020G1 - USA J 1 .0 CROSSING 259013 ICUR fIN,JOI IN J JR&MARY D 2 WELLESLEY MA 02481 USA L WOODCHESTER -- -- �._. --- ROAD C_1vo� 1.C 0 Page I of Tuesday,November 14,2006 N AP 259 PARCEL 021 2W MAP 259 008 r 211 ^, ° \ " r ---- PW IL T 259 `t-d Oil (L � '� �.MOP 259 ♦ > ►120 — 010 _ - - - - #ISO MAP 259 - ,p 006 M } r Iel �.._ iR Fva 259 I s L 1 015_001 JL MPP 259 O15402 MAP 259 0,7 r i9 r' ,�•J .yam \ _. MAP - 7 3 �� 076 ' 'II ,f, r' r102014 V MAP 218 -- f— ''; ��, 1 •los A MAP$ 024 - - - ' G71t { MAP 258013-001* } rag+ 1258 9 V1 MAP2se _ 2Q, T-i ',J_._0 a 1 072 a- 013a6 004 Subject Parcel(s) ABUTTER LIST TYPE Conservation Notice of Intent (NO[) M CD100'Buffer Around Subject Parcel(s) w " E Property owners within 100 ft.of the perimeter of the subject parcel upon which work Is proposed. s a Abutters SCALE:1'=200' NOTE: PARCEL LPRS MAY NOT 9E ACCURATE The parcel ones an tfils DISQAU7F .This map is for plaradng punpmes a*.It may rat be DATA SWRCES:PlaNmeMcs Qaorran+rude fainues)roe trnvprcced harm `map arc wdy$aphk nVresetadms of Assessw's ta:parcels They are adequate Eon bouMary detanWudon or regulatory trKapretstlon. 2001 aerial photographs.Topography was trncpreeed 6nm 19a9 atrial not true property bowdades and do not represent acaoate rdadamtdps This map does not represau an w1-dlGgrorad sovey. ENargen m beywd photographs. Parcel Anes mere cOgttrad from FY 2006 Town d aarnstab4 'to physkal oblem on the map such as bttadb%Weadons a scale of I'=I may not nseet estabilshcd map Yc-A-y standards. Assessor's tax maps Iowa w aenraraata m roar ''r•.r". T.HE ' FOLLOW.ING IS/ARE T-HE'-8EST . IMAGES FROM POOR QUALITYP R,l GI NAIL ($) im 7°\ L .•ti J'. :;F i if MA INA Pln re lap t� Y n LE HARBOR i s Au . v 1 r [ r- RESERVED AREA l a k O� 3.24AC ' 1 F 10 O © 1Aif }(. \.. 1.00 UPLAND N �.10 WH 1.10^LToTAL i�) Ae 4 / 15-2 ` 14 yk 7 1AND .67tj r 'GOP{SESiVAT10N'. Z WG Lgl^► L RoST9l1GT10N' 1.23PGTdTAL,� 1 �t ZS 11� 13 M pi1 , p 1.16) V , 519 .� d 21930� CAPE COD FIVE, r ! ORCEANS,MA 02653 1 COASTAL ENGINEERING CO INC , 53-7107 2113 260 CR:ANBERR.Y HIGHWAY - -CHECK-.DATE ORLEANS,MA 026, Decem_ ber:27,2006` Eighty Five.and 00/100.Dollars { PAY 8 AMouNT $85.00 a TO Town-of Barnstable .; - . AP Iipp •.- .f S 5 u'0 2 1930110 Imp. 2 bAb 3 7 b0 78i: . 89 200 3 b Ong OASTAL Il�rf�y .ram NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.Coasta,lEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 ■ Hyannis 508-778-9600 ■ Fax 508-255-6700 December 27,2.006 C16781.00 Barnstable Board of Health By Hand Delivery Barnstable Town Offices T 200 Main Street Hyannis,MA 02601 Re: Board of Health Variance Application Filing Package Proposed Sewage Disposal System Upgrade,Associated Utilities, and Second Story Addition Silvia& Silvia .. 116 Scudder Lane Barnstable,MA , Map 259/Parcel 12 On behalf of our client, Silvia& Silvia,we are submitting an original plus 3 copies of a Board of He lth Variance--- Application Filing Package, an original check for municipal filing, and 4 copies'of the plan for the a,ove referenced project. The following items are enclosed: • Board of Health Variance Application • Variances Requested List • Board of Health Variance Request Letter M • Authorization for Representation Letter • Abutter Notification Letter and Certified Abutter List CD rn • Assessor Map 259, identifying locus01 • Copy of$85.00 check made payable to Town of Barnstable for,filing fee • Copy of proposed floor plan entitled,"Office Renovation f6f Genest Residence", sheet A1,dated 11/15/06 • Copy of set of existing floor plans prepared for Mr. &Mrs. Thomas Gimbel, sheets A2 &A3,dated 5/1/91 • Set of plans entitled, "Sewage Disposal Upgrade Plan&Details Sheets", prepared for Genest Residence, sheets SDI-2,dated 11/21/06 M Please schedule this for the January 17,2007 public hearing. If you have any questions or require additional information,please give our office a call. Thank you. .t• . r Sincerely, t cam_ COASTAL ENGINEERING CO.; INC. �.. _ X 4.€ N X. Catherine A. Morey Enclosures: As Stated w CD M y cc: Silvia& Silvia, Applicant p Suzanne W. Genest, Owner John G. Schnaible, R.S. Coastal Engineering Co., Inc. D.000C16700.V 6781 WermittingWH 2O0600HV Trans Letter.doc ■Providing solutions for the benefit of our clients and community■ I d ' - •tr Excerpt from 8/21/07 Board of Health Meeting. B. John Schnaible, Coastal Engineering Company, representing Silvia & Silvia, 116 Scudder Lane, Barnstable, 1.3 acre lot - Proposed house . addition, two variances (continued from Jun meeting). John Schnaible presented his plans. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve a five bedroom plan with the following conditions:1) a Five:, �- Bedroom Deed Restriction, and 2)present a,revised septic plan which meets with-W- Thomas McKean's a royal. Unanimous) voted in favor. l �- 9�Le � . .ti = d N � Q OASTAL , MNGINEERING TRANSMITTAL OMPANY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 , 508-255-6511 Fax:508-255-6700 www.ceccapecod.com c To: Barnstable Board of Health . Date: 8-28-07 - Project No. C16781.00 Barnstable Town Offices Via: - ❑1st Class Mail ❑Pick up ®Delivery ❑Fed Ex 200 Main Street Phone:' Hyannis,MA 02601 Fax: Subject: BOH Filing: Plans No.of pages to follow: Silvia& Silvia 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 ®Plans ❑ Copy of Letter ❑ Specifications ❑ Other -« We are sending the following items: Copies Date Sheets Description 2 7/6/07 P.C. &P.B I"&2"d TV Room floor plans prepared by Silvia& Silvia 2 8/22/07 rev. SD-1/SD-2 Set of plans entitled,"Sewage Disposal Upgrade Plan&Details Sheets" These are transmitted as checked below:. ' _ tCO -13 ❑for approval ®for your use ®as requested ❑for review& comment 1 r.. Remarks: As discussed and approved by the Board of Health at the August 21, 2007 hearing, please findsc ttach'e"d the revised plans for the above referenced project. If you have any questions or require any additional information, please give our office a call. Thank you. cc: Ron Silvia, Silvia& Silvia-Applicant By: John G. Schnaible,R.S. Suzanne W. Genest—Owner Peter Markunas, Woods Hole Group Paul Covell JGS/cam D:ID000670MI678/IPermittingOOH 2OWTrans to BOH 8-28-07.doc NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. VE Town of Barnstable P# / 1_0 Department of Regulatory Services BARNSTA13M � Public Health DIWi5iOn Date ' „A99 r �PrEo�► �`� 200 Main Street,Hyannis MA 02601 ` t. „ ir. �-• w-;. Fee Pd. Date Scheduled % Time-- — il suitabilityAssessment for Sewage isp sal Witnessed By: Performed By: r r j ••. �4 I. ;,� �p. 4': I',p39� it'fli{�(�9jl��j�, �� ! 1 j MUM : , i f �I':il•i 1]II�iF4 iii .ticel :N. .S. .'•. ' I I� ' I tl' !.Owner's ame .:. , �E;aa .. IBC ��. �•.ja •IG: N \) L& Locaiwn Address `�� ��v�D�� � p,�•�, ^� B G���S-G'I>�`,�`•'�` Address 5` N-5 vQW t 1J oK,W��-- CAA ov Assessor'sMap/Parcel: Z�C ( �Z, Engineer's Name 1 PA �( Telephone# NEW CONSTRUCTION - �Q Slopes(%) Surface Stones Land Use D ft Drinking Water Well Distances from: Open Water Body O ft Possible Wet Area d 4 j - ft Other ft n' Drainage Way ft Property Line.,�— SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) cza Q cn e � � Cpvlfw � ( F i - 'Lvo � Depth to Bedrock Parent material(geologic) Weeping w �(o from Pit Face 1 Depth to Groundwater: Standing Water in Hole: Estimated Seasonal High Groundwater eY W11 I j` r M1 I lay4 . Method Used: �'�`� \'�� in Depth to soil mottles: r° Depth Observed standing in obs.hole: in Groundwater Adjustment ,4 ft. Depth to weeping from side of o .hole: �1 ��~ d Groundwater Level_P1.1r �� Adj,factor ,\ I• Index Welt#SO b•� Reading Date: '. 1p Index Well level 1 Z. ,: „,:roy . , fi 'r ran rr, 4 a�' 1 Q n # d i i d �, .:, n. k' of i.iv p 11 MEN nft s 4. 1 u ., k:i E ,36 Observation Time at 9" .Y L` Hole# . OG '#D v 0 Time at 6" Depth of Pere Time(9"-6") Start Pre-soak Time Q 4 i t1 0 — End Pre-soak NY Rate Min./Inch Site Failed: Additional Testing Needed(Y ) Site Suitability Assessment: Site Passed _ — original: Public Health Division Observation Hole Data To Be Completed on Back--------- 1 _ _ ••r;idy'iI I,�,�'iiv lli,i rJl I71��,'.%• .•.' �I � �4 1.. 1� � t' ' i r`S s�r .�' '4✓' Iv'�',��Y' �ry 1::� e� ! 8 14��`�� *i f t s 1, tN6r �.11!�Itt �l l:.z �a s Soil Depth from Soil Horizon Soil Texture Soil Color Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistenc %Gravel �� -lam •� '� � � �o 'Z s5`�� � °� .� nr�� � 9� .. t xh ' $ f IJIa m SF.._'.9 �exNNtll i 4 !I INtC� nx rk a .. they Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.. Consistenc %Gravel © r SLj i�6 L661-Z- 1 .:••r, ::,•r,,r�s;F„ .,.y,N., � x ,a�,�� •.• :y �.::,�r. �x:; .��� 1 ',?'x7�" ..r '",�jx:�'.IJ,(I�' ;td mak� � h'ry'I 1I�•�a���'' €Fi'r,�Pl+�iayi �I ''�.,# 1: :�• Y `"i�C �¢ hatik i �.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mu asell) Mottling Structure,Stones,Boulders. Consistency.%Gravel J - b r' ' II I III I;i:s r:nn � 1• Y a -) •... aI�I .t. y �, �' "''.II ;�Ih Sv ^.:•.�.. • M1 ���°Idi 1' PDW 5 t , I r �F' •` r t�'iN I 11 .II�I4 " h M1�ILI'.:eit'i�' ',�Ii '�'I I i Idly I�111 uL� U IJ d ii yhy3;.11i r k Inr� 11 Soil .Other Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency.%Gravel r Flood Insurance Rate Map: p Above 500 year flood boundary No_ Yes x Within 500 year boundary No >( Yes Within 100 year flood boundary No Y Yes Depth of Naturally Occurring Pervious Material. Does at least four feet of naturally'occurring pe 'ous material exist in all areas,observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification da T °�as e oil evaluator examination approved by the I certify that on ( P Department of Envir ental Pr tecti and that �e analysis was performed by me consistent with the required training,expertise and a ;. rience d d in 310 CMR 15.017. Signature Date �� a(Z % a X.WIMSTAL ' NGINEERING RANSMMITTAL OMPANY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax:508-255-6700 www.ceccapecod.com To: Barnstable Board,-of Healthy Date: 8/14/07 Project No. C16781.00 Barnstable Town Offices Via: El 1st Class Mail ❑Pick up MDelivery ❑Fed"""Ex 200 Main Street Phone: - Hyannis,MA 02601 Fax: ` Subject: BOH Filing: Supplemental Information f No.-of pages to follow: Silvia& Silvia c7 1.16 Scudder Lane Barnstable,MA Map 259/Parcel 12 � e . ® Plans ® Copy of Letter ❑ Specifications Other r ri We are sending the following items: Copies Date Sheets Description 4 8/14/07 Letter to Board of Health from John G. Schnaible of Coastal Engineering Co., Inc. 4 8/14/07 Town of Barnstable Assessor Information 4 12/17/01 Building Permit Application 4 6/1/07 & Al/A2 & Existing&proposed floor plans prepared by Silvia& Silvia 7/6/07 P.B 4 8/13/07 SD-1/SD-2 Set of plans entitled,"Sewage Disposal Upgrade Plan&Details Sheets" rev. These are transmitted as checked below: ❑for approval ®for your use . ❑as.requested ❑for review& comment ❑ Remarks: In response.to your comments at the July 17,2007 hearing, please find attached revised plans'and additional supplemental information for the above-mentioned project. This project is currently scheduled for the August 21, 2007 hearing. t If you have any questions or require any additional information, please give our'office a call. Thank you. cc: Ron Silvia, Silvia& Silvia-Applicant By: John G. Schnaible,R.S. Suzanne W. Genest—Owner ` Peter Markunas, Woods HoI6 Group W Paul Covell JGS/cam D:MCC]6700V6781IPermittingIBOH 2O061Trans to BOH.8-14-0 7.doc a NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. I i 1 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-651.1 Provincetown 508-487-9600 ■ Hyannis 508-778-9600 Fax 508-255-6700' August 14,2007 C16781.00 Barnstable Board of Health. Barnstable Town Offices 200 Main Street Barnstable,Ma r Re: Genest Residence 116 Scudder Lane Barnstable, MA Map 259/Parcel 12 Dear Board Members: Coastal Engineering Company, Inc. on behalf of our client has enclosed revised floor plans to reflect a first floor room with a door to be replaced with a 5-foot opening. The room will continue to be used as a TV room. The second floor plans reflect the proposed study to be more open to show the room does not provide privacy.,The total number of bedrooms proposed would be 6 in the j house, plus the room over the garage. I In researching building and assessor records we found the assessor card lists the dwelling as a five- bedroom house and 1-bedroom in the garage. Also in our research a building permit in 2001 describes the house as having 7 bedrooms. All the regulatory departments signed off this permit. We respectfully request that the Board consider a site visit prior to the meeting and our client's request to grant the'variances. V y s, ASTA GINS C .,IN _ John G aible,R.S. JGS/ca cc: Silvia& Silvia,Applicant Suzanne W. Genest, Owner Peter Markunas,Woods Hole Group Paul Covell D:000C16700V 6781 Wermitting00H 2OKLetter to BOH 8-14-07.doc ■Providing solutions for the benefit of our clients and community■ z Town of Barnstable Page 1 of 1 s —Back FEW Building � tF Style Cape Cod Interior FloorsHardwood � # Model Residential Interior Walls Plastered _ ¢, : Grade Custom Heat Fuel Gas UT4, U-11 Stories 1 1/2 Stories Heat T Hot Type Exterior Walls Wood Shingle AC Type Central Roof Structure Gable/Hip Bedrooms 5 Bedrooms E IfA.i , Roof Cover Wood Shingle Bathrooms 4 Full f x, Replacement Cost $491834 living area 3486 m4 . Depreciation 4Year Built 199110 d Total Rooms Rooms f° � ; 8 Building Style Conventional Interior FloorsCarpet Model Residential Interior Walls Plastered a' 404 Grade AverageHeat Fuel Gas Stories 1 Story F A Heat Type HotAir :A= x ; Exterior Walls Wood Shingle ACT a Central 9 YP w fdT r Vi6 Roof Structure Gable/Hip Bedrooms Bedroom Roof Cover Wood Shingle Bathrooms 1 Full Replacement Cost $113359 living area 932 � � _ Depreciation Near Built 1991. Pti ,art ., + Total Rooms Rooms fi http://www.town.bamstable.ma.us/assessing/assess06/printO6.asp?mappar=259012 8/14/2007 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 'JS Permit#' 78o�.C? Health Division "� Date Issued Q/ T Conservation Division l f /T �h/ Fee /.^d Tax Collector 11 JA0 p l Term, �� Treasurer -( a t/,� Zug �R � � I- 1NST'ALLE- Planning Dept. N ,w, ywc1�',N, u�--�CRr a +��­ APPLICANT MUST OBTAIN ,, i�•at AND Date Definitive Plan Approved by Planning Board , A ROAD OPENING PERMIT ?,'Tcn,�a� �E,r�a�nz+a,� aw1� 'TO'� N RE U��,1u�a��i� FROM ENGINEERING DIV, Historic-OKH p Preservation/Hyannis ��.�t,ol ?R104 10 CONSTRUCTION i Project Street Address l/� .fie ���s 40A e c PCzs Village rL __iq )� Owner 14 e P_!U Address e d er'a� ��czA�� �� 1.�1`�.l�i'iN S���l�e -•Telephone Permit Request G Square feet: 1 st floor: existing proposed�_ 2nd floor: existing r'1 D a proposed.� Total new 0 Valuation � �� l �,LJ,[�Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes 4<0 If yes, attach supporting documentation. Dwelling Type: Single Family M -Two Family ❑ Multi-Family(#units) _ Age of Existing Structure Historic House: ❑Yes CiNVo On Old King's Highway: O'Yes 7 No Basement Type: ❑Full Z-6rawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing; , .._'new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: O Gas ❑Oil ❑ Electric ❑ YP Other Central Air: UleeVexisting No Fireplaces: Existing New Existing wood/coal stove: ❑Yes - V o Detached garage: ❑ g g new size_� Pool:.❑existing O new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size _ Shed:O existing ❑new size (Q Other: Zoning Board of Appeals Authonz ❑ Appeal# Recorded Q #_ Commercial ❑Yes 0 yes, site plan review# Current Use S/�� j A�/ - T Proposed_Use_ ' ��y� -r G/ BUILDER INFORMATION Name �1 i JjZ I D ;f 1L1a ae,;60i! �ia Telephone Number� Address License# 9� Home Improvement Contractor# a Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATUR DATE 1/-/S -D 1 OASTAL ��� U/ NGINEERING RANSMITTAL, OMPANY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax:508-255-6700.www.ceccapecod.com I To: Barnstable Board of Health Date: 6/5/07 Project No.. C16781.00 Barnstable Town Offices Via: ❑1st Class Mail ❑Pick up ®Delivery ❑Fed Ex 200 Main Street Phone: Hyannis,MA 02601 Fax: Subject: BOH Filing: Supplemental Information No.of pages to follow: Silvia& Silvia 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 ® Plans ® Copy of Letter ❑ Specifications ® Other',, We are sending the following items: Copies Date Sheets Description 4 6/5/07 Letter to Board of Health from John G. Schnaible:of Coastal Engineering Co., Inc. 4 6/4/07 Nitrogen Calculations 4 6/l/07 Al/A2 Floor plans prepared by Silvia& Silvia 4 6/5/07 rev. SD-1/SD-2 Set of plans entitled, "Sewage Disposal Upgrade Plan&Details Sheets" ` These are transmitted as checked below: ❑for approval ®for your use [:]as requested ❑for review& comment ❑ Remarks: In response to your comments at the January 17; 2007 hearing, please find attached revised plans and additional supplemental information for the above-mentioned project. This project is currently scheduled for the June 12, 2007 hearing. If you have any questions or require any additional information,please give our office a call. ThanLyou cc: Ron Silvia, Silvia& Silvia-Applicant $y: John G. Schnaible, R.S.. Suzanne W. Genest—Owner ' Peter Markunas, Woods Hole Group- Paul Covell • _K 4 L') i JGS/cam is ro NOTE:.IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. Town of Barnstable 7 �FZNE.Tp� Board of Health BARNSMBLE 200 Main Street - Hyannis MA 02601 9 MASS. i639' ATFp�.fA i Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form rece'ved on ( 7/y 7 Iw the Petitioner(s), 4 o regarding the property at b4 , the petitioner(s) and the Board of Health agree that the Board of Health has until ( )to act insert date upon the Petitioners' completed application for a variance. p In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Petitione s)or Petilio sentative Chairman Print: J.0t1AA c; oA 1a Print: Wayne Miller, M.D. Date: � 1T� Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Polic Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc i i � { F , r i t � t ✓v` i I 03/15/2007 09:33 FAX 508 255 6700 COASTAL ENGINEERING 0 001 %ASTAL NGINEERING - OMPANY, INC. 7Lb 260 Cranberry Highway(Rte,ln),Orleans,MA 02653 www.CoastalFnginceringComp y#rn / Orleans 508-255-6511 a Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-G700 7 March 15,2007 C16781.00, Board of Health Bannstable Board of Health Via far To:508-790-6304 Barnstable Town Offices 200 Main Street Hyannis, MA 02601 Re: Request for Continuance of Ylearin� Proposed Sewage Disposal System Upgrade,Associated Utilities, and Second Story Addition Silvia&Silvia - 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 Dear Board Members: On behalf of our client, Silvia& Silvia,we would like to request a continuance of a hearing that is scheduled for March 21,2007(originally March 20,2007). 1:7----- Therefore,we respectfully request that you reschedule the above referenced project for your April 17,2007 public hearing_ i If you have any questions,please cal l our office. t Sincerely, �xr „ COASTAL ENGINEERING CO.,rNC. U) > n 1 Cri o Catherine A. Morey c a cc: Silvia& Silvia,Applicant (Via Fax To: 508-420-8109) Suzanne W.Genest, Owner John(;. Schnaible,R.S.Coastal Engineering Co., Inc. L D:IDOCICI670OV67811PermittinglBOH20061Corxr hearing Ltr to BOH.doc ■Providing solutions for the benefit of our clients and connnunity■ • a 04/09/2007 16:34 FAX 508 255 6700 COASTAL ENGINEER 16 001 ��r ^r G•SG OASTAL ZZ , 0� NGINEERING OMPANY, INC. �. s 260 Cranberry Highway(Rte. 6A), Orleans, MA 02653 www,CoastalFnginceringCompany.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 50&778-9600 Fax 508-255-6700 April 9,2007 5 C 16781,00 r A Board of Health Barnstable Board of Health Via Fax To:508-790-6304 Barnstable Town Offices 200 Main Street Hyannis,MA 02601 Re: Request for Continuance of Hearin Proposed Sewage Disposal System Upgrade,Associated Utilities,and Second Story Addition Silvia-&'Sildis 116 Scudder Lane a Barnstable;-MA Map 259/Parcel 12 ` Dear Board Members: On behalf of our client,Silvia&Silvia,we would like to request a continuance of a hearing that is scheduled for April 17,2007. Therefore, we respectfully request that you reschedule the above referenced project for your May 22;2007 public hearing. If you have any questions,please call our office. Sincerely COASTAL ENGINEERING CO.,INC. It Catherine A.M ey cc: Silvia&Silvia,Applicant (Via Fax To:508-420-8109) ` U Suzanne W.Genest,Owner John G. Schnaible,R.S.Coastal Engineering Co., Inca D:1DOCICl670OU67811PGJUPU--81BJ81Y7.-4VCont Hearing!tr eo BOH 4-9-07.doc ■Providing solutions fir the benefit of our clients and community■ 9!;,':I.6/2007 15:09 FAX 508 255 6700 COASTAL ENGINEERING 2001 GASTA.L NGINEERING "1I OMPANY, INC. 260 Cranberry Highway(Rtc. 6A),Orleans,MA 02653 www.CoastalF-nginceringCompany.com O.dt.ans 508-255-651 I Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 May 1.6,2007 C 16781.00 Board of Health Barnstable Board of Health Via Fax To:508-790-6304 Barnstable Town Offices 200 Main Street Hyannis, MA 02601 Re: Reguest for Continuance of Hearing Proposed Sewage Disposal System Upgrade,Associated Utilities, and Second Story Addition Silvia&Silvia 116 Scudder Lane Barnstable, MA Map 259/Parcel 12 Dear Board Members: On behalf of our client, Silvia& Silvia,we would like to request a continuance of a hearing that is scheduled for May 22,2007. We will have site and floor plans completed prior for your review_ Therefore,we respectfully request that you reschedule the above referenced project for your June 12, 2007 public hearing. J4 �1 If you have any questions,please call our office. Sincerely; ' COYSC ' ENEERIN CO. fN ' C-.W to t" Joh cc: via,Applicant (Via Fax To: 508-420-8109) _ Genest, Owner Peter Markunas, Woods Hole Group D:ID0006700V67811Permittingl801t 20MCont Hearing Ltr to 80H5-16-07.doc ■Providing-solutions for the benefit of our clients and community OATAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 - www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 June 5,2007 C 16781.00 Barnstable Board of Health Barnstable Town Offices 200 Main Street Barnstable,Ma Re: Silvia& Silvia ° 116 Scudder Lane Barnstable,MA Map 259/Parcel 12 Dear Board Members: We have previously been in front of you with this project and-have made revisions to the project based on your comments. The Genests are proposing to add work an office/study area on the second floor of.°an existing dwelling that is open to the hallway-not proposed as a bedroom. In the process of preparing this project it was determined that the house has 7 bedrooms and the garage has a bunkroom above the garage which.may be considered a potential bedroom. The Genests bought the property in 1998. and have indicated the floor plan is the same as when they purchased the home. Therefore we have prepared a plan to update the sewage disposal system to serve the existing 8 bedrooms and remove the previously approved 5 bedroom sewage disposal system. The revised proposed sewage disposal system will provide secondary treatment to reduce the nitrogen load and the leaching system will be pressure dosed for-better distribution of the effluent. The present. leaching system bottom is slightly over 4 feet above groundwater. We propose to meet the present 5-foot requirement. The revised variances that our client requests are from the local Board of Health regulations only and we have eliminated the Title 5 variances. The variances are horizontal setbacks from the wetland to the leaching system and the septic tank. We believe the same degree of environmental protection can be achieved by providing secondary treatment for the existing house. Using the Cape'Cod Commission nitrogen calculations,the loading for an 8 bedroom dwelling is 20 percent less than a 5 bedroom dwelling,which was originally proposed, without any secondary treatment. We have enclosed copies of the nitrogen loading calculations'for a 5 and 8 bedroom sewage flow with no secondary treatment and an 8 bedroom sewage flow with secondary treatment. The nitrogen load from the 8 bedroom sewage effluent,with secondary treatment is 5.1 .ppm. versus the 5 bedroom sewage effluent without secondary treatment is 6.5 ppm. There is manifest injustice in not approving this project. As noted-before the Genests bought the property in 1998 with the dwelling and garage having the same floor plan as is shown on the enclosed floor plans. The injustice of this project if not approved would be the dwelling and ■Providing solutions for the benefit of our clients and community■ garage would not have the properly sized leaching system for the existing number of bedrooms. They wish to update their sewage disposal system to meet the existing floor plan and add a study. As part of the project they propose a secondary treatment plant to reduce the sewage effluent contaminants. Any reduction in bedrooms would create a great financial impact on the Genests and the value of the property. We respectfully request.that the Board consider our clients request.and grant the variances. Very truly yours, COASTAL ENG ERING CO., C. John nai le,R.S. JGS:c cc: Ron Silvia, Silvia& Silvia-Applicant Suzanne W. Genest—Owner Peter Markunas, Woods Hole Group Paul Covell ` . .. CAPE COD COMMISSION .. C16781 . RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane Barnstable, Ma. 06/04/07 ` SCENARIO 2, FAST UNIT Fast Unit Effluent=19mg/l (Title 5 Credit) RECHARGE FROM NATURAL AREAS BEDROOMS 8 IMPERVIOUS SURFACE 6950 ° LAWN AREA 3700 NATURAL AREA 54370 TITLE V FLOW 110 ROOF AREA 3050 ° PAVED AREA A. 2800 WASTEWATER TITLE V 3330.8 Ud 63285.2 mg/d ACTUAL* 2081.8 L/d 39553.3 mg/d "2.5 persons per unit IMPERVIOUS SURFACES ' ROOF 788.8.• Ud 591.6 mg/d PAVED 724.2 L/d 1086.2 mg/d '. LAWN L/d 3451.6 mg/d. t s NATURAL 6327.8 L/d ; SUMMARY TITLE.V 68414.7 mg •'_ 6.1 ppm 11.171.6 L ACTUAL* 44682.8. mg r �. 4.0 ppm , *2.5 persons per unit 11171.6 L FINAL CALCULATION 6.1 + 4.0 = 5.1 ppm 7 y, CAPE COD COMMISSION C16781 RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane Barnstable, Ma 06/04/07 SCENARIO 2,NO ADVANCE TREATMENT RECHARGE FROM NATURAL AREAS BEDROOMS 5 IMPERVIOUS SURFACE 6950 LAWN AREA 3700 NATURAL AREA 54370 TITLE V FLOW 110 = , ROOF AREA 3050 ,. PAVED AREA ° 2800 S WASTEWATER TITLE V 2081.8 L/d. 72861.3 mg/d ACTUAL* 1301.1 ' L/d 145538,3 mg/d * 2.5 PERSONS PER UNIT _ IMPERVIOUS SURFACES ROOF 788.8 L/d t,591.6 mg/d PAVED '724:2. L/d „ 1086.2 mg/d LAWN L./d 3451.E -mg/d NATURAL 6327.8, L/d SUMMARY .a.. t • - ,9 ,. ', - ' , ., - TITLE.V 7.7990.8 mg _ 7.9 ppm-- '9922.5 L`. *. ACTUAL 50667.8 mg 5:1, PPm 9922.5 L FINAL CALCULATION 7.9 + 5.1 = 6.5 ppm 2 177 CAPE COD COMMISSION C16781 RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane Barnstable, Ma 06/04/07 SCENARIO ,2 NO ADVANCE TREATMENT 3. ` RECHARGE FROM NATURAL AREAS ' BEDROOMS g IMPERVIOUS SURFACE 6950 LAWN AREA 3700 NATURAL AREA • 54370 TITLE V FLOW 110 4 t. ROOF AREA 3050 . PAVED AREA 2800 WASTEWATER TITLE V 3330.8 L/d 116578.0 mg/d`A ACTUAL* 2081.8 L/d 7,2861.3 mg/d *2.5 PERSONS PER UNIT IMPERVIOUS SURFACES ROOF 788.8 L/d 591.6 mg/d PAVED 724.2 L/d 1086.2 mg/d LAWN . L/d 3451.E „ mg/d NATURAL 6327.8 L/d SUMMARY a TITLE V f 121707.5 mg = 10.9 ppm 11171.6 L �. ACTUAL 77990.8 mg 7.0 ppm 11171.6 L FINAL CALCULATION 10.9 + 7.0 . = 8.9 ppm . 2 _ January 10, 2007 C 16781.00 ' Barnstable Board of Health Barnstable Town Offices 200 Main Street Barnstable, Ma R ... Re: Genest residence 116 Scudder Lane Barnstable, Ma. .. Dear Board Members: In 1991 Thomas Gimbel demolished the original home and replaced it with a new dwelling. The proposed project went in front of the conservation commission and the Board of Health for variances, which were approved. Suzanne and John Genest purchased the home in 1998. In 200� the Genests requested replacing the p q p deck with an infilled patio. The conservation, m comission granted permission and after completion of the work a certificate of compliance was issued in 2003. In 2007 the Genests are proposing to add work an office/study area on the second w floor that is open to the hallway-not considered a bedroom. In the process of preparing this project it was discovered that the house has 7 bedrooms and the original proposal in 1991 was for 5 bedrooms. Therefore we have prepared a plan to update the sewage disposal system-to serve 7 bedrooms.. The leaching system will be within the same footprint and location except being 2 feet longer. The. additional 2 feet of the leaching system will be away from the wetland. The present system is slightly over 4 feet above groundwater. We proposed to meet the 5 feet from groundwater and in fact will meet all Title 5 requirements except for the foundation and sideline setback'variances. The environmental variances that our client requests are from the local Board of Health regulations. The leaching system is less than 100 from the freshwater marsh but more than 100 feet from the salt marsh and the open water body, Barnstable Harbor. The setback variances have increased from the 1991 variance request because the previously engineered site plan did not identify the coastal bank. However the proposed leaching system is in the same location and is no closer to the freshwater wetland than the existing leaching system. The setbacks from the buildings are constructiop setbacks and the sewage disposal a system can be installed with the requested setback reductions. The pump chamber is proposed to meet the 5-foot separation from adjusted hi# groundwater and the bottom of the leaching field. r} Y !"We'respect'fally request that the Board consider our clients request and grant the variances. Respectfully Coastal En-• Bering. ompany, nc John G. S aible - 1 1 a CAPE COD COMMISSION c16781 RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane Barnstable, Ma 01/015/07 i SCENARIO 1, NO ADVANCED TREATMENT RECHARGE FROM NATURAL AREAS BEDROOMS 5'. IMPERVIOUS SURFACE 3256 LAWN AREA 2000 NATURAL AREA 56424 TITLE V FLOW 110 '1 r ROOF AREA 1280 PAVED AREA 1516. WASTEWATER TITLE V 2081.8 L/d 72861.3 mg/d ACTUAL* 1301.1. L/d 45538.3 :mg/d' *2.5.PERSONS PER UNIT IMPERVIOUS SURFACES ROOF 331.0 L/d 248.3 m9/d PAVED 392.1 L/d 588.1 mg/d LAWN L/d 1865.8 mg/d. NATURAL a 6566.8 L/d SUMMARY TITLE V 75563.4 mg 8.1 ppm 9371.7 L ACTUAL 48240.4 mg = 5.1 ppm .9371.7 ,L FINAL CALCULATION 8.1 + 5.1 = .6.6. ppm 2 CAPE COD COMMISSION c16781 RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane Barnstable, Ma 01/015/07 X SCENARIO NO ADVANCE'TREATMENT RECHARGE FROM NATURAL AREAS , BEDROOMS 7 IMPERVIOUS SURFACE 3256 LAWN AREA 2000 a; NATURAL AREA 56424 TITLE V FLOW 110 ROOF AREA 1280 PAVED AREA 1516 WASTEWATER TITLE V 2914.5' L/d 102005.8 mg/d ACTUAL* 1821.5 ,L/d 63753.6 mg/d *2.5 PERSONS PER UNIT IMPERVIOUS SURFACES ROOF 331.0 L/d ' 248.3 mg/d PAVED 392.1 , L/d 588.1 mg/d LAWN - R Ud- 1865.8 mg/d NATURAL 6566.8 .L/d - SUMMARY TITLE V 104707.9 mg = 10.3 ppm 10204.4 L ACTUAL 66455.8 mg. = 6.5 ppm 10204.4 L - FINAL CALCULATION 10.3 + 6.5 = 8.4 ppm 2 CAPE COD COMMISSION C16781.00 RESIDENTIAL NITROGEN LOADING CALCULATIONS 116 Scudder Lane ; Barnstable, MA. 01/15/07 SCENARIO 3 Fast Unit Fast Unit Effluent=19mg/I (Title 5 Credit) RECHARGE FROM NATURAL AREAS BEDROOMS 7 IMPERVIOUS SURFACE 3256 LAWN AREA 2000 NATURAL AREA 56424 , TITLE V FLOW 110 ROOF AREA 1280 PAVED AREA 1516 WASTEWATER TITLE V 2914.5 L/d 55374.6 mg/d ACTUAL* 1821.5 = L/d 34609.1 mg/d *2.5 persons per unit .IMPERVIOUS SURFACES k ROOF 331.0 L/d 248.3. mg/d PAVED 392.1 L/d 588.1 mg/d LAWN`, C . . L/d 1865.8 mg/d s NATURAL 6566.8. • L/d SUMMARY - TITLE V 58076.7 - mg = 5.7 ppm 10204.4, L ' . ACTUAL* 37311.3 mg = 3.7 ppm *2.5 persons per unit 10204.4 L FINAL CALCULATION 5.7 + 3.7 = 4.7 ppm Page 5 of 5 H. Catherine Morey, Coastal Engineering Company, representing Silvia & Silvia, 116 Scudder Avenue, Barnstable,, 1.3 acre lot - Proposed house addition, five variances"requested. John Schaible, Coastal Engineering Company, presented the plan.:They want to update the septic, septic tank, pump chamber, the coastal banks have been identified, and the plan has similar setbacks to previously approved plan in 1991. The current owner purchased it as a seven bedroom in 1998, with the upstairs attic finished off as two additional bedrooms not in the health division records. In 1991, the BOH had requested the leaching field to be 81 feet from wetlands,and the plan now shows it as 51 feet. The difference is that the coastal bank was not identified in 1991, so their plan shows the actual distances. Dr. Miller explained a problem is that this would be looked at as an increase in flow because the current system was not built to handle it. The 2001 inspection report lists it as five bedrooms as well. The plan shows the art studio is habitable which would be an addition bedroom. John Schaible asked to continue it to discuss the options with the health division. Upon a motion duly made by Dr. Canniff, seconded by Sue Rask, the Board voted to Continue until March 21, 2007. (Unanimously voted in favor.) ' I. Westen H. Bartlett, 45 Spruce Street, West Barnstable, 20,120 s:f., - proposed repair of existing system, variances requested in regards to setbacks to private wells. Weston Bartlett presented the plan. There are three variances: 1) the amount of soil coverage, 2) setback from well, and.3) setback from second well. The Board asked the soil logs on the plan need to be easier to read and the floor plans need to be more details showing openings, etc. Corine Savory, neighbor, spoke of her concern of the location of the system to the well. The Board let her know the distance to her well is 175 feet and no variance is needed because they are a safe distance from them. Diana Di Gioia, neighbor, who is north of the property with the ground water flowing north. She was concerned with raw sewerage they are seen and computer components abandoned on the property. The Board explained the state's regulations are 100 feet from well and the local regulations are to review plans with distances between 100-150 feet. The Board explained this plan would be sufficient and is 110 feet and the new design of septic will allow greater protection to the neighbor's well than the current system. t The Board informed the public, the Health Division should be called whenever- sewerage is sited or any of the other items are sited as they are hazards. Upon a motion duly made by Dr. Canniff, seconded by Sue Rask, the Board voted to continue until February 14, 2007, and request a new plan listing the three variances, clearly listed soil logs, change the 4 feet removal to 5 feet to meet the state COMMONWEALTH OF'MASSACHUSETTSy t EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF'ENVIRONMENTAL PROTECTION RECEIVED g - JUL 2 3 2001. TOW EOF BARNSrABI E Lr - H D -TITLE 5 EP r. OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION" Property Address:. Owner's Name I. Owner's.Address: Date of Inspection: ,O Name of Inspect r: plea a print) Company Name: Mailing Address: C' 0. ���y j� Telephone Number: CERTIFICATION STATEMENT-.' ' I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true_,accurate and complete.as of the time of the inspection.The inspection.was performed based on my training.and experience in.the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000), The system: Passes.," , ` Condiion ly Passes " ' N� s.Fu her Evaluation by the Local Approving Authority _ F Is - Inspector's Signature: Date: ,. The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the.system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall=submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer;if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and udder the conditions of use at that. time.This inspection does not address how the system will,perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY.ASSESSME* NTS SUBSURFACE SEWA GE DISPOSAL SYSTEM INSPECTION FORM it ` 1 �� PA ' TA j CERTIFICA ION.(continued) Property Address. Owner:. Date ofInspection: Inspection Summary: Check A,B,C,D or E 7 ALWA S complete all of Section'D A. S stem Passes: I have not found any information which,indicates 1hAt any of:the failure criteria described in 310 CMR 15.303 or.in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One-or more system components as described in tl e"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair, as approved by the Board of Health,v✓ill pass. Answer yes,no or not determined(Y,N,ND).in the I or the following statements. If"not determined"please explain.. I The.septic tank is metal and over 20 years old* or he septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfitration or tank failure.`is imminent. System will pass inspection if the existing tank is replaced With a.complying septic tank as: pproved by the Board of.H.ealth. *A metal septic tank will pass inspection.if it is structurally sound,.not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or lugl►static water level in the distribution box due to broken or obstructed.pup e(s)ordue,to a broken;settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is le�eled or replaced ND explain: The system.required pumping more than 4 times a year due to broken or obstructed pipe(s):"The system will pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is remover ND explain: li _ i Page 3 of 11 OFFICIAL INSPECTION FORM'-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r PART A t r CERTIFICATION(continued) r Property Address: // ��AGJ�/XO Owner Date of Inspection: C. Further Evaluation is Required by the Board of Health: Conditions exist which.require further evaluation by the Board of Health in order to determine.if the system is failing to protect public health,safety or the environment. 1. System will pass miless Board df Health determines in'-aceordancP with 310.C:'MR 15.303(1)(b.).thatAlle system is not functioning in a inanner.which.will protect public health,safety.and the environment:' . Cesspool or privy is within 50 feet.of a surface.water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a.salt marsh 2. System will fail unless the Board of Health (andPublic Water Supplier, if any)determines that the system is.functioning in a.manner that protects the,public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is withiwl00yfeet of a surface water supply or tributary to a surface water,supply: The'system has a septic tank and.SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS.and the SAS is within.50 feet of a private.waier supply well. , _ The system.has a septic tank and.SAS and the SAS is less,than 100,.feet but 50 feet or more from a it private water,supply'well**.Method used to defermine:distance . "This system passes if the well water analysis,performed at a DEP.certified laboratory, for.coliform bacteria and volatile organic compounds indicate's that the well is free froir pollution from that facility and the.presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no otbe'r failure criteria are triggered.,A,copy of the analysis must be attached to this form: F 3.- Other .4t ut ;w F� ' s, ,.... ,t - 3. Page 4 of]] , OFFICIAL.INSPECTION FORM—NOT FOR VOLUNTARY`ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) . Property Address: A laore Owner: / Date of Inspection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"6'each of the-following for all inspections: Yes N _ l� Backup of.sewage into facility or'system component'due to'overloaded'or clogged SAS'or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/z day flow Required:pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy.is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. UI Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50.feet of a private water supply well. Any portion of a cesspool or.privy is less than 100 feet but:greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria 'are triggered.A copy of the analysis must'be attached to this form:j (Yes!No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303 therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correctthe failure. E. Large Systems: To be considered a large.'system the system must serve a.facility with a-design flow of 10,000 gpd to 15,000 gPd• You must•indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is.with.in 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—I WPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of I I � OFFICIAL INSPECTION FORM:—,NOT FOR.VOLUNTARY ASSESSMENTS: SUBSURFACE SEWAGE DISPOSAL SYSTEM'INSPECTION FORM' PART B ,. ", �' ' k CHECKLIST;-, Property Address: 116O Owner: P Date of Inspection: =-.>/. Check if the following have been done.You must indicate"yes".or"no as to each of the following Yes No r s y a / Pumping.infortnatioii,.was provided by the owner,occupant,or"- gacd.of r,eulth , � t �: ,, air w �:r •� , .. � �. ° :�`_ �Were.any of the system components pumped out inthe previous two weeks?. x �,•• Has the System received normal flows in the previous two'week period _ t�Iave large volumes of water been i�itroduced to the systenfrecently or as part of thts.inspection v Were as built-plans of the system obtained acid examined?(If they were not available`note as N/A) Was the facility or dwelling inspected for.signs of sewage back up Was the site inspected for sins of break out? v. . Were all system,components,excluding the SAS,located,.on site? Were the septic tank manholes uncovered,opened in ,and the interior of the tank spected for the condition of the baffles or tees material of construction dimensions,depth of liquid,`depth of sludge depth of scum,?: Was.the facility owner(and occupants.if different from owner)provided with=information on the proper,F _ . , ' maintenance of subsurface sewage disposal systems? Y . >*7 The size'and'iocation'of the Soil Ahsorption System"(SAS)on the site"has-been deters ined based on Yes no ' ¢ Existing.informatiori.F6f e'kample',a plan at the Board of Health'. _✓ Determined in the field(if any of the''failure criteria related to Part C is at issue approximation of distance ; is unacceptable) [310 CMR 15.302(3)(b)). t'k 1 {} �F' �xY 4 js h '�^A 'W•. } ,C• ti k J in � As 9 t': K t ' a , s 4 w ,a n 5 Page 6ofII OFFICIAL INSPECTION FORM . .NOT FOR VOL UNTARYASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTI+,M INSPECTION FORM PART C . SYSTEM INI+OAMATION Property Address: ZAR � %l Owner: " Date of Inspection: Q FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):,Ii. Number of bedrooms(actual): DESIGN flow based on 310 C I5.203 (for nmple: 110 gpd x#of bedrooms): Number of current residents:` Does`residence.have.a garbage grinder(yes or no)! � Is laundry on-a separate sewage system (yes or now% f yes separate inspection required] Laundry system inspected( es or nod ` Seasonal use:(yes or no f'� Water teeter readings, if a i lable(last 2 years usage,(gpd)): Sump pump(yes or nQ,)z'/ Last date of occupancy: el COMMERCINUINDUSTRIAL,L�Pi— Type of establishment: Design flow(based on 310 CMR.15.203): gpd Basis of design flow(seats/persons/sgft,etc.); Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system'(yes or no):' Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records , Source of information:, ? Was system.pumped as Part of the tnspec.'on.(yes or no). —' If yes,volume pumped: gallons--How was quan its y pumped determined? r Reason for pumping: TYPE OF SYSTEM d �eptic tank,distribution box,soil'absorption system _Single cesspool Overflow cesspool _:Privy _Shared system.(yes or no)(if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP.approval Other'(describe): proximate age of Al components,date in tailed(if known)and source of information-. a Weresewage odors-detected when arriving at the site(yes-or no) 6 r Page 7 of l l OFFICIAL INSPECTION;FORM NOT FOR,VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM PART:C SYSTEM;INFORMATION<(continued) Property Address: / Owner: Date of Inspection `� J(? ` BUILDING SEWER(locate on site plan).t_/% � .{ Depth below grade: Materials of construction:_cast iron 40 PVC_other(explain): Distance from private,water supply well or suction line, Comments(on condition of joints,venting, evidence of leakage,etc.)". SEPTIC TANK: (locate on site plan) Depth below grade:— — Material of construction:�oncrete—metal_fiberglass__polyetliylen, —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):—(attach a copy of certificate) ; Dimensions: Sludge depth. Distance from top of sludge to bottom of outlet tee or baffle: c� t Scum thickness: ,i -' Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle! 7 ` How were dimensions determined: Comments(on pumping recomm ndatio s, inlet and outlet tee or baffle condition, structural integrity, liquid levels s related to outlet invert,evidence of leakage,etc r � k L GREASE TRA�locate on,site plan) ' Depth below grade: Material of construction: concrete " metal :. fiberglass_polyethylene_other, -r (explain): Y 7 Dimensions: „t Scum thickness: x Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: - Date of last pumping: ' Comments(on pumping recommendations; Het and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc':): ' 7 Page 8 of 11 { OFFICIAL INSPECTION FORM=NOT.FOR VOLUNTARY- ASSESSMENTS SUBSURFACRSEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(eontinued) Property Address: /(�p , Owner,�� t Date of Inspection: Z TIGHT or HOLDING TANK: -(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons .. Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float.switches, etc.): DISTRIBUTION BOX:—,Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of.solids carryover,any evidence of eakage into or out of box, etc): PUMP CHAM cate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no)-- Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): t 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY.ASSESSMENTS n SUBSURFACE SEWAGE„DISPOSAL SYSTEM INSPECTION.FORM g PART C SYSTEM INFORMATION(continued) AI Property Address: UPS ya/)cQ 11 1 ., Owner: 1. / "Date of Inspection: `7,/1/0 /U1 SOIL ABSORPTION SYSTEM (SAS): i/ (locate on site plan,excavation not,required),. If SAS not located explain why:: 1 rF Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: g' leaching trenches,number, length: ' leaching fields,number, dimensions: overflow cesspool,number: n innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure;level of ponding, damp soil; condition°of vegetation, • CESSPOOLS:&j(cesspool.must be pumped as part of inspect ion)(locate on site plan),: Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer:- Depth of scum layer: Dimensions of cesspool; - t Materials of construction: Indication of groundwater inflow(yes or no) ' Comments(note condition of soil,signs of hydraulic failure,"level ofponding;`cot.d;,tion.of-vegetation;etc.): PRIVY:/(locate on site plan.),,. y,_ Materials of construction: 4. - Dimensions. ' Depth of solids: • Comments(note condition.of soil,signs of hydraulic failure,.level of ponding,condition of vegetation,etc.):, 9 Page 10 of 11 OFFICIAL INSPECTION FORM_, . OT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPSAL SYSTEM INSPECTION FORM : PIRTC SYSTEM INFORMATION(continued) i Property Address: //l:p _ I Owner-,­7� Z. �� Date of lnspection. SKETCH OF•SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system includi g ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 33 r 10 Page 11 of I I ..} OFFICIAL INSPECTION FORM—' NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ,, PART C SYSTEM INFORMATION,(continued) Property Address: e4 " Owner: Date of Inspection: / SITE EXAM Slope . Surface water Check.cellar. r , Shallow wells x °. Estimated depth to ground water feet . E Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked;date of design plan reviewed T ` Observed site(abutting property/observation-hole within 150 feet of SAS)' Checked.with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: a' a You must describe how you established the high.ground'water elevation-. �1low- , l a " - as - .�. - �,, ' .. • ,, `31 .. .- • - ' h - y .. is •i' � - -. . i� J 4 - s., 'r .. - ,. -. it ` _ .'e.:+• • , ,t C, ST —, % — S 1 i1CtN 1 2 _ 3O DO4•JtA Ci=rPE EM ' P '02 [ 939m sUedi r1 6a yannouth p<,r1 tax(508)362•9880 [ _ v rncss 0?675 do wo cap a vyikieer�n rucrurst design civil engineers 4 land surveyors October 71 1991 Arne H.Olala PE,.P.L.B. land court Richard R,FalUnk PA, surveys Mr , Thomas McKean John MCElwos,P.I..B. Barnstable Health Agent tote planning Barnstble Board of Health South Street Hyannis, MA 02601 sewage cyctem designs RE: Gimbel Residence t Lot 12 Scudder Lane - Barnstable Ingpttt�ons Dear Tom; petfii�s r Down Cape Engineering, Inc. inspected the construction of the septic system at the above referenced site on August 28, and September 4 , 1991 . The system has been installed in accordance •- with the site plan prepared by this office dated, revised June •26 , 1991 . If you have any questions or require any additional, information please call me at 362-4541 , Sincerely, Thomas J . rI' cL0!11,an r A Down Cape Engineering, Inc. F; INSPECTED BY : Thomas J. McLellan I; 1, CC : Thomas Gimbel Steve Shuman -{ Bob Eagles ;* C . C . Construction 4 r l�r r R. TOWN OF BARNSTABLEi'bU6 LbCATION (1(0 S6UPPa- t-dT/d c SEWAGE # VILLAGE. ASSESSOR'S MAP & LOT ZS�- a INSTALLER'S NAME &PHONE NO. SEPTIC TANK CAPACITY 11�00 agv&' ci r LEACHING FACILITY:(type)C M D/ /2®Q� (size) f D r !C 7 o r ,.NO.,OF BEDROOMS PRIVATE WELL O PUBLIC WATER BUILDER OR OWNE PERMIT ISSUED: ' a �, '-OMPLIANCE ISSUED: E GRANTED: Yes No r i 331 � Il 160 CK Sop n . bogo� 1d Not .V•�•-._3.Y0 F�s....�Q. ........... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BAR NSTABLE Appliratinn for Dispniial IVarks Tnnitrnr#inn Prrmit Application is hereby made for a Permit to Construct (_)( ) or Repair ( ) an Individual Sewage Disposal System at: .c.u. c...... .1, !:�..----— t?ST! ( 6 '--- ---.---. ........................ 1t � Locat' n•,N dress or Lot No. 17 V V e rhomr}s ��� qmdbsJ .......... --... ••---••-•••-._.. ....�--... ,... ....+.... V:51 2 13AY tNy Owner Address a GC. Cor, vanrews7ee ST??.. °??.. �.mG1.�S......... Instiller Address Type of Building Size Lot_.`7`?�;.OS C?:....Sq. feet Dwelling—No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder ( ) PL4Other—Type of Building OQ:._._ Q- No. of persons............................ Showers — Cafeteria Otherfixtures .------...-•-•- •--•••......•••• -----••---•-••••--••••-••--•-----------------•••---....-•--................----------•--•----. W Design Flow............1.1.o........................gallons per person per day. Total daily flow..--.-----•.SS-.....................gallons. 0.4 Septic Tank—Liquid capacityM!?.°...gallons Length................ Width................ Diameter....----.--_-. Depth................. Disposal Trench—No......J............. Width..... �.......... Total Length......Xo......... Total leaching area...._7A9?......sq. ft. x Y Seepage Pit No--------------------- Diameter-.------.--..--._..- Depth below inlet.................... Total leaching area..................sq., ft. _ Z Other Distribution box (X j Dosing tank ( ) a:. Percolation Test Results Performed by_:q` -wty--... PPE...C'x!(5!!?:�CAj-��............. Date...1/g�s? ..................................... ,.a Test Pit No. 1-----4-------minutes per inch Depth of Test Pit ...!y4..----.. Depth to ground water...../Yc!Y6 7wot-rened f14 Test Pit No. 2.....�.......minutes per inch Depth of.Test Pit...?`14'........ Depth to ground water---- O Description of Soil......18......4-O4Cm••t'..5(-afwIL•----------•---••-•-•-•--•-•••••................•-••... _. x ......•.2ern4.Y... S�n�J c.�4�'"� �2accc Q¢ Wit•... U --• .- W UNature of Repairs or Alterations—Answer when applicable................................................................................................ �F Agreement: _ The undersigned agrees to ins-t3d,the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code The undersigned further agrees not to place the system in operation until a-jertifitcake of Compli 7ha ued by the board of health. u N - Signed = .......................... N f'� - ......Dace Oplicatiori Approved By ..... ....-'7..r. �..- Application Disapproved for the allowing reasons- ---------------------------- --------------------------- .....................------.............................................. --------------------------------------- Da cr Permit No. .-...3..y� Issued --— Date ....... - .-........ .... — ..... ................ --te...... Yr.. �Q,., 1 l ! - 0\ No.!_... ./`._ � :•: Fxs.....�0_G�......._ THE COMMONWEALTH OF MASSACHOSETTS ' BOARD O F HEALTH TOWN OF BARNSTABLE 1� Appliratiou for Diiipnaa1 Warkii Tatuitrurtion Prrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: 1 �cuc�C�e2 /�Arl� 12GSTAI�`S f' R to a 1 I Locat n-Qddr�ess { } o: Lot No. - ;C'O V --lZe �i'Al� � yy p i / `Thom A-s + k - ................... —r- -.- ,3A j I N Y .............. — ----... __._.._._._..-. .. Owner dress a C.C. Consz- 'non 1 G.rcwsree-1__�a__K` ..........--•................................. ---------------------•--------•- •- Installer Address Lot: 7`/ o�c? q d Type of Building .S Size __-._.._:___.............S feet U Dwelling—No. of Bedrooms_____________...............................Expansion Attic ( ) , Garbage Grinder ( ) Other—Type e of Building �a r e- No. of ersons____________________________ S:iowers ( ) Q, YP g ----•--•-•-3- ---•-•----• P, ( �-)�- Cafeteria.. Ga Other fixtures .................................................... + t -••••----------------•••••-••-------------------•-••••-••••-•---•-•---•••-•-•--._.........__.. W Design Flow............11__0.......................gallons per person per day. Total daily flow____._______SSO. .........-gallons. Septic Tank=Liquid capacity!s O°__gallons Length................ Width_ Di.-z�m'.eter...'._r Depths _____________ .Disposal Trench No _.__. ............ Width __!d.___.___. Total Le �ngth� 71 ��Tota141eaching area_.� V ...sq. ft. S e Pit No ..:........... Diameter ._,_I! '_ Deptl below'`-inlet 4l_ �To=a1 leaching area._ _____.__..sq. ft. s. P ee Other Distribution box, Dosing' tank Y�z�� (X ) g ; Percolation Test Results "Performed bowcv_.__.cYaPG____{ _!!! �na�P,� . a e Y; 6-••-•;-••---•y•-•-••••• Date= ------'------•-•--...... a Test Pit No. 1.....3-------minutes per'inch, Depth of Test Pit_.__.i`! __..___ Depth to ground water.____l?!o•vF .<Nw�.�reAed Test Pit No. 2......r_._____minutesper `inch Depth of Test Pit----!y4..______. Depth to ground water..__!)!o•rF'' ��► -------------------------------------------------------------------------.....--------•---. -•---_----•----------__........_--------------•-•-------------- 11 .. Description of,Soil-----_1.8 Lopim t, �+ Rerna.r.. ' SAn� c, lrr+ 7'2wees (� r -------•----•--•-----------------•--------- _...-------p¢•---•---St l,T---------•--------------••-•-----•-•------------------.. -•______-----:i------------------------------------------- -------------------------------------•--•---•••-••--- -•-••---•--•----•---•••-•••- Nature of Repairs or Alterations—Answer when applicable_______`--__----____________________!......................................................... -; Agreement: -- �` The unde'rsigned'dArees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5�f the State Environmental Code-T e`undersigned Further agrees not to place the system in operation until a Certificate of Complia-nee has bee s ued:by the board of health. ,' ?�\ J C° Signed --- ---------_---------_-- -- ...---....�3.. �........... V� 1 - °1 , Application Approved.roved.B . e PP _ \ PP, ,Y tic.vt��.,�� -------- ---- -------------------- .-.... Application Disapproved for the ollowmg rearonr: :.. ................`- --------------------------------------------------------:--------- = ----------- - --- ------------------------------------------------------------ -------------------- ....................................... Permit No- ..-------� ..-..-J-.Y ........--------------- .' Issued ..-------------------------------------- DateDm THE COMMONWEALTH OF MASSACHUSETTS BOARD OF/HEALTH TOWN OF BARNSTABLE (gertifirate of Contylittrtre THIS IS TO CE TIFY Th the I i idual S�Cvage Disposal System constru,to ( x) or Repaired bY........................ �...:. - �-� 1 Insraller --- at6..... - --------------- ............-............................................._................... has been installed in accordance with the provisions of TITLE 5 f The State Env-ronmental Code as described in the application for Disposal Works Construction Permit No. ..... ...... .y...,O............ d5fed ................................................ THE ISSUANCE OF T IS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE Q ' SYSTEM WILL FUNC� O- SATISFACTORY. DATE Inspector Inspect r --- ...�-------------- ------ _... - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......./.- .. FEE.....l.-0 ) C .... Dispnoa1 Workii Tlanitrudion rrutit Permissionis hereby granted.............................................................................................................................................. to Construct (>{) or Repair ( an Individual Sewa e Disposal System atNo.•••-•-•/. G...... 5'..�.. A_,2-� ----..< ................-• -------------------------. Street qq�� as shown on the application for Disposal Works Construction Permit-No.__,/./__3_�.'d Dated.......................................... q Board of Health DATE..................... r.. FORM 3850E HOBBS ak WARREN.INC..PUBLISHERS tel.(508)362-4541 939 main street rt fa yarmouth port fax(508)362 9880 msss02675 d1own Coe engrineeU/7 civil engineers& land surveyors structural design October 7, 1991 Arne H.OjaiaP.E.,P.L.S. land court Richard R.Fairbank P.E. surveys John McElwee,P.L.S. Mr. Thomas McKean , Barnstable Health . Agent site planning Barnstble Board of Health South Street Hyannis, MA 02601 sewage system designs RE: Gimbel Residence Lot 12 Scudder Lane — Barnstable inspections Dear Tom; permits Down Cape Engineering, Inc. inspected the construction of the septic system at the above referenced site on August 28, and September 4, 1991 . The system has been installed in accordance with th-d- site p an prepared by this office dated., revised June 26, 1991 . If you have any questions or require any additional information please call . me .at 362-4541 . Sincerely, - ' V G Thomas J. McLellan Down. Cape Engineering, Inc. - e: INSPECTED BY: Thomas J. McLellan cc: Thomas Gimbel Steve Shuman Bob Eagles C .C. Construction e TOWN OF BARNSTABLE e�P+ fog OFFICE OF • BAHa9TABL BOARD OF HEALTH NAM aj °ems 1639. \�� 367 MAIN STREET CEO qPy k• HYANNIS, MASS.02601 July 17t 1991 f Mr. Thomas Gimbell 175 Cove Rd. Oyster Bay, New York 11771 I Dear Mr. Gimbell: You are granted variances from Title 5, of the State Environmental Code and Town of Barnstable Health Regulations to upgrade your onsite sewage disposal system at 118 Scudder Lane, Barnstable, listed as Parcel 12 on Assessor's Map 259. p . The variances granted are: ` Regulation 15.03 (7) : To allow the separation distance from the leaching galleys to the property line to be reduced to two (2) feet, in lieu of the required ten ( 10) feet. .r. Regulation 15.02 . (8) : To allow the installation of the leaching galliays to occupy the space of the original reserve area space so that there will be no reserve area provided.. To allow the separation distance from the leaching galleys to be reduced to 81 feet to lieu of 100 feet as required by Town of Barnstable Regulations. The following conditions apply: ( 1) The septic system must be installed in strict . accordance to the submitted revised plan dated June 26, 1991. (2) The designing engineer must supervise construction of the system and certify in writing that the septic system has been installed in strict accordance with the submitted plan. (3) The dwelling must be connected to public water. (4) No more than four (4) bedrooms and one "art studio" room are authorized in the dwelling. Sewing rooms, studies, sleeping lofts, enclosed porches, and similar type rooms are considered as bedrooms according to the Department of Environmental Quality Engineering. Mr. Thomas Gimbell RE: 118 Scudder Lane, Barnstable July 17, 1991 (5) The onsite sewage disposal system must be pumped every two (2) Years and written certification submitted by a licensed sewage hauler. This variance is granted because Mr. Thomas McLellan of Down Cape Engineering Company gave testimony that the new dwelling will contain the same number of bedrooms as the existing dwelling. He also stated that the existing leach pit is located only two (2) feet above the groundwater table. Therefore, it would appear that the proposed leaching galley system will alleviate a source of pollution. Very truly yours, Ann Jane Es baugh, Chairman 19 AJE/lls cc: Thomas McLellan EXCERPTS FROM JUN 12, 2007 MEETING REGARDING 116 SCUDDER AVENUE, BARNSTABLE A. Catherine Morey, Coastal Engineering Company, representing Silvia & Silvia, 116 Scudder Avenue, Barnstable, 1.3 acre lot - Proposed house addition, five variances requested. (continued from BOH Meeting Jan'07) The owner purchased the home in 1998 with 7 bedrooms. However, the 1991 septic permit listed it as 5 bedrooms and a Board of Health variance letter at that time specified no more than 4 bedrooms and one art studio shall exist. Also, a 2001 septic inspection noted the system as a 5-bedroom system. John Schaible and Paul Covell presented data for an I/A system. The calculations show a standard system would produce an 8-bedroom with 8.9 parts per mil, or a 5-bedroom with 6.5 parts per mil. The Fast system would bring the 8-bedroom down to 5.1 parts per mil. Paul Covell, Chairman of Board of Health in Dennis, stated his town has had great success with the Fast system and recommends a monitoring well be installed, before the I/A system is in place, to establish a base line. The owner has lived there for nine years as a seven bedroom home with an eighth room in the garage which has a wide hallway as direct access to the garage and may discount it from being a bedroom. Also noted was that the study can have a 5 foot opening added to it. The owner expressed a willingness to eliminate one bedroom downstairs (the TV room on first floor) by opening the doorway. John Schaible requests two variances: setback of septic tank from coastal, and setback of SAS from coastal. With a Fast system, 2000 gallon pump chamber and the leaching system as pressure-dosed, the nitrogen loading calculations would be as follows: Without IA: 8 bedrooms 8.9 parts per mil With IA: 5.1 parts per mil ` 5 bedrooms` 6.5 parts per mil 5.1 parts per mil Mr. Mc Kean explained this plan is viewed as "new" construction because they are proposing an increase in flow. As such, a minimum of 75 feet is required from wetlands. This plan only allows 63 feet. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to continue this until the July 17, 2007 meeting after the applicant considers options. (Unanimously voted in favor.) (The Board will be available for a site-visit if applicant is interested.) f. i y r LOCATION SEWACE PERMlT a0• III VILLA E 1 W S T A LLER'S NAME .b AO0RESS r 0 UILDE R. 0 Qtq�Q DATE PERMIT ISSUED 1l_C�gg q DAT E COMPLIAaCE ISSUED 2-�� r., A. � J 4 No......22 ...... Fss ............ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH oWr,..---......0F. ,,r..)6-.-z . .............................. Appliration for Disposal Works Tnnstrnrtinn Permit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at ........................... ......... ...... - ....----.:.. oc ion-Address r o. - ... ... ..J �/..r-_c.... �-rx r17 . , ii................................ ..�1.�1.'ld.6z. c'Y._ C ........6(fazef�l.�l. e ......................................... Installer Address Type of Building Size Lot.............................Sq. feet U Dwelling—No. of Bedrooms.............................. .. .Expansion Attic ( ) Garbage Grinder ( ) 04 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ---------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic 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........................................ 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...............,........ Description of Soil-----•----•••..���?c l�L.Y-_ .... .:. _._ ... U ____...................�_.:......................__......__....A....c'_..............e.R�_............i......'y ............................. ..yC_. (=1 ��✓✓ /. �f.-/ .may -../ �� + r� = , z V Nature of Repairs or Alterations nswer w n applicable.,.. _._....._�� �7. .. ......................... --- - -- ---------------- -------------------------------- Agreement: a 44 The undersigned agrees to tin all the aforedes ribed Individual'Sewage Disposal System in accordance.with the provisions of'TTLL� 5 of the State Sanitary de— The undersigned further agrees not to place the system in operation until a Certificate.of Compliance has een ed b the turd o th. 01 .......................... _.. �j � Date Application Approved By...,: _ __ i,. . _ �"Q �,! Date Application for Te f oll ing reasons: •. _. ' ............. . �• ...-- •• e�•: yY""..`" Date PermitNo--------------------------- -- Issued--.----- -�----•-•. ...-----•......----•.------•--•-----------•----...... Date ...... `- THE COMMONWEALTH OF MASSACHUSETTS BOA RD.OF HEALTH 1 '� 1. i.1.�.- .2...........oF.�! 1 r.;). .1:-=_ % ---._.......................... Appliratiun for Disposalorko Tunstrnriion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at 12L: :r..f 1� � i�� .............. - ,..-..... - ---- S .............. ........... . --••••...... f {• �� cation-Address Y •� . r_. _ z Ow :...... 'er / d tess 1_.:.1. ........ ..: . �' _:�1 :._ .��: .......................................... M Installer Address Type of Building Size Lot_--------------------------Sq: feet V :Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures --------------------------------------------------------•-•----------•-••---•---------- ............................................................. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ rs. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' - .......... O - ----------------------------- ----•-----•------•--- Descriptionof Soil...............� l .. ---•---- ......-----------------------------------------------........._ V ---------•-----------------•-------------••••---.....----...-----------------------..........-------••-•----------•------------•-----•--•-----•-•••.-• W V Nature of Repairs or Alterations—Answer when applicable____________ __ ���J___ .__.___/�!_ ......--. ----------------------- •-•------------------•------•-•-------•------•--•------••--••--•----------•----------••••••--------•-------...--------------•-----•-•--•-------------.................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ed byy the loci rd o� 1 lth Signed.�.x. � . ....... Date Application Approved By---�j - h(/��//l/.......................................... ..... Date Application Disapproved for the following reasons:................................................................................................................ ._......•-•----------•-----------••--------------------------•••••--•-----•----••••----------••---•-----•--------------•---•----••--------------------•-----------------............................... Permit No...............•--•................ ...... Issued_ ',2 — AIO_ ate --•---------------••-•••-•••._... ••••.. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............eT 44).......OF.... L. % :T.. /..: r' ...................... (Infifirair of Toutplitturr THIS-IS TO CERTIFY That the Individual Sewa Disposal System .constructed ( ) or Repaired (A) by.............'. l 1 fir'.f l L :%...`nj! !j----- 1 --•-- -•---------------•---•-•-------------......-------•--•----•---•-•- I --- Installer ✓ has been installed in accordance with the provisions of TIT 5 of The State Sanitary Cod as described in the application for Disposal Works Construction Permit No........r_...___7�.. -........ dated-.. .. ............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......... - ...'. ..-----------------------•--•-•••--•-••-•-• Inspector....._ G---- (.�:....4. �- THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF� HEALTH (7, 7Lz .1 ��. .1.......OF..... ­ �........................ No.::..:'.... FEE........................ Disposal VaTkii Tonotrnrtio4- rrmij Permission is hereby granted...= [.t�..._/. �/f / 1 =... 111.: C.---------•-•.......................•..-- to Construct (, )` or Repair, ) an, Individual Sewage Disposal System � l at No. ��1..._ /_/: ; ..;1f..1 .. Street--------------------------•......................f �f as shown on the application for Disposal Works Construction PeTmit No... L...._ Dated.._.��.V....- ._................. r v / ----.-.-.-:-C_-_-:---_...- ------ _ r Board of Health DATE. '... .............. FORM 1255 HOBBS & WARREN, INC., PUBLISHERS �AIAQNI tN v !( 44 . tX f?x *.$— 9..S"r + • Gui}7S%t o�3S�6'V�la SEPx/� 159'•�✓/.[. � a p�>� G1fgt����lZ: M — -- .... ., ._.. �y�rr7y' 7 5* �.' pEj Lam, O $t(o A✓, q.VALys�s: (,t34Et.$142 79" I L7 y` _ � - 7olf;L. F�•;fyGt,� CA�'�. = ✓C��,�y t g$d Scan..'0:6, �'no+CA �k ell At N LA 0 r CC A L4L- DOWN CAPE ENGINEERING DATE "°. JOB 926 Main Street s-I I YARMOUTH, MA 02675 PROJECT Tftkcc1��� e(Lpr LOCATION S4 w A Cod S.Y S T-t AA, CZt P! k PA.- Phone 362-4541 CONTRACTOR OWNER TO MRGO rM i; l dL -rOWN OF 13r+P-MSt'Af3Ll S0A4-D OF IJrC-At-rl-rr WEATHER TEMP. °at AM rUwnJ 14rtLl- MAIN 17� °at PM �7 PRESENT AT SITE OU100 THE FOLLOWING WAS NOTED: S 4S�Tc Ff .PL CVO c 1 � LocAtlo►.� _ 01= ,e. 'gEwA�� S_Y� EM ►_Nsc�t�� o To R n 12 Ati E Yl i 57'IM G c.E5POCK- L%-6KIc 1-k wA-S UF QFiow % - T 4e SASrg-m ra-,-s 15 AEI✓QT"t FCC? A- fl�Sl�ly �LUw Iry QXC��S o� Z.zc� G4LL0"S Pet OA1 y0s�_LnR_y w_.LS_H_-t0 cNc +b�.�._tt l 0 PEAyy A4aD �S A N\i yA ZIAALE(, �1�#_CC1� AAA G V- i Pt -r u y"I:4L yoU (�_ 2uLzs tZ C,u,-A -ticsI\) COPIES TO � ✓1� 10 SIGNED_ 112 FORM 241-3-Availabte from Areas Townsend,Mass.01469 YY. VLIYI�V 1 < - OER'S LANE W-1 0 ILE, MA 19249, PAGE 276 474, PAGE 32 \ ' W-2 RATE MAP COMMUNITY PANEL 'ED 7/2/92 HAS BEEN \ )F MY INTERPRETATION, THIS c&V4(EL.14) MAP 259 PARCEL 12 f 1.3 Ac.± W-3 \ 6 DI PROPOSED 2' 0 FIRE PIT OF LA OLE GF LIMIT OF WORK(TYP OF 3 LOCATIONS) �FGFrgr \ W-4 PROPOSED COOKING AREA _ P (i.e. built-in.grill with stone enclosure) 2ti ti � MAP 259 #116 LOT 11 ( pORyc \ EXISTINGiy DWELLING ,y W-5 TOF = 16.0'± LSA / � co W-6 10 GAL. LEACHING CHAMBERS CO L.P. ;ROUNDED BY 1-FT OF STONE O41j d i / o W-7 } / 4,1 00 1500 GAL. P.CI F.A.S.T. 1500 GAL. S.T. PVC VENT PIPE / / ` BLOWER � Q GARAGE \ 'W-8 GRAVEL TOF=16.9'± �\ yy DRIVEWAY / EXISTING FENCE TO BE REMOVED COO 2 1 N ry rw •�O 4Sq / ROPOSED 26:2'x 8.3'STORAGE R , �� / SHED TO BE CONSTRUCTED ON A �� EXIST. SLAB w/SLANT ROOF ° h CATCHBASIN W-9 OFF BACK OF EXIST:GARAGE RIM=16.31± 2p / LP O l �po EACHING PIT / W-10 ` LECTRIC METERS ' �U.P.#9B O1 ui a 0 0 �' s p I 0 " W-11 Q c i STONE WALL �O IU- \ L N /.=20.75' INV.=20.17' W-12 ,2:CULVE Alp, O z � WE ' 2 Cd I i D ci o L0~ o ,_ , Y . i • -A.T .5HELF s , a HAHOGAFIY T ' .. r - • e 5TUCY c OECK x a mX- ` i O 1j + f t - a f O 0 .. BOOKCASE - - - - U 1ZQ co .. _w • _ — Z 6036 O.C.., y.. O m m mi - _ LL � Q . � o w W _\ 2001 12 r' SECOND FLOOR PROPOSED FROPOSED SITTING ROOM f OA7=: x SCALE: 1/4" = I'-O" O 4' e• . DRAWING NO. a y C • LIVINr AREA r. _ V1 •� �`v mw r -- --- ----- •�� ��O ' s ff " 7, FT. �. m w ' Imp TV ROOMLU m . a .a O• - - ' L� W (1) 1 . w - OQ LO w r . - BEDROOM - BEOP,OOM LAUNrRY 'PAMILY ROOM - r .t �•� W o cl ' - W " r FR�]OjECT NO: '. LOOM-412 , SE TV ROOMFIRST FLOOR R=_VISIONS: - J,•,'_ , _ SCAL=_: 1/4' = 1'—O' ` O 441' g' DRAWING NO: E3 cd r Cf�q A w a r r4 �y 0=JCi _I - it O Q1Ci U av ` ' ABINET WINDOW LOW - O W T SHELF , - ,-P^4 �Ou - MAHOGANY . STUDY DECK f • •� s,-T m-ai O D• . S. 4 O X o-rc 1 W W , o wx,o , � y 0 BOOKCASE - ui LU W Q � Xy i •,; + W - .. soae o.a` o � � N WO W �, PROJECT NO: i- O - - - 2001-472 i SECOND FLOOR PROPOSED SITTING ROO REVISIONS: DATE: SCALE: 1/4" = 1'-0" �I. O -4' e' DRAWING NO: cd �p = WQ - - LIVING AREA • OWC<�" W F ri 'a W 1 O Q 1 ri D BEDROOM _3". i. . ` .. - - rU ❑ KITCHEN - .. TV ROOM Lo a x Lo _ =------ O OL a W w r BEDROOM * BEDROOM Lu LAUNC7 FAMILY,ROOM .} .. a .. •v`- • v ,.. 3 .. t 0 - , co FROJECT NO: w 200-1-4-12 ' PROPOSEDTV ROOM MRST` REVISIONS: DATE: ==J -1/6/200-1 •SCALE: 1/4 1'-0" DRAWING NO:' . 1 a cd vi � w '4 v LIVING AREA n ° • 1L�� r I 0 I >O 00 '' + ———— — -- •> mNp a a ,�. + - - • BEDROOM KITCHEN i... .. Imr TV ROOM , - n r -�� • : y.. , ' ' A O U Lu „ o 7JEf ❑ 4 - � Z m • W x ' � m 10 ' BEDROOM 'BEDRDOM ' - •v ." ` M . .. O IA_ V/ W . • f ,�. LAUNDRY FAMILY ROOM" r F• •, s� 11 1 O ,^ W. r ' LL i FROJECT NO: • 200-1-4-12 5 T IFLOOR k REVISIONS: DATE: • - �/6/200�f - 'SCALE: 1/4• O 4' 8' DRAWING NO: • ci V J lu J - r Ld - 41 N zCO t ABINET WINDOW LOW ^ •`a LE Q p•7" W P SHELF • Y"1--Ip . MAHOGANY a -• - _ e 6 STUDY DECK i 4 ' "1 m O • ♦ - ` f - a X u • a , _ BOOKCAS e sUJ /� nLa W Z Lu � Lu co _ p iL- a 604E O.C. O _ W in O.. strove—T"mwt.L mi 13 W OZ co " W � m PROJECT NO: ' 0 2001—'fl2 - 1 SECOND FLOOR PROPOSED SITTING ROOM • - _ t! - REVISIONS: " -F • e t DATE: l%6/2007 SCALE: 1/4" = 1'-0" r O 4 e' _^ DRAWING . NO: LOCUS B OASTAL ARNSTMI E HARBOR i ZONIs`VG TABLE ____ NGINEERING , ZONING DISTRICT: RF-1 USE: RESIDENTIAL 8q F OMPANY, INC. �'ti 260 Cranberry Hwy.Orleansi MA 02653 m m 508.255.6511 Fax:508.255.6700 t SUBSUBJECT REQUIRED EXISTING k T `�� HINCKLEY � r^o I POND 9 ROUTE 6A LOT AREA 43,5601 S.F. 61,680t S.F. • "O co ? FRONT SETBACK 30 FT. 93t FT. �rt SIDE SETBACK 15 FT. 15f FT. \\ • • \ \ ROUTE 8 15 FT. 195i FT. REAR SETBACK ~\ \ • MINIMUM LOT FRONTAGE FT 20 FT. 321f FI: 6` \ BARNSTABLE, MA 30 FT. 2.5 \\ \� \. KEY MAP MAXIMUM BUILDING HEIGHT STORIES 2 STORIES \\ \,� \\\ •\` NO SCALE I MINIMUM LOT WIDTH 125 FT. 140f F G \ c \ \ PLAN REFERENCES. a \ ®W-1 �� \\ ''- °� \ \\ ASSESSORS MAP 259, PARCEL 12 a o A a - AL \ 9 \ ` Fo,� ,�, DEED BOOK 19249, PAGE 276 A Q VARIANCES. SEWAGE D1.:S%tr_lf0S,A_,L S YS TEM �s o { N/F a\ \\ �- \\ \ PLAN BOOK 250, PAGE 33 4 4 JOHN C. CURTIN JR. TRUSTEE - \ \ `� TOWN OF BAR_NSTABLE BOARD OF HEALTH REGULATION S E \ \ W- I \ \ �' JMM NOMINEE TRUST PLAN BOOK 66, PAGE 7 w i 360-1 SETBACK REQUIREMENTS MAP 259 \ \ ,�0 1 AL \ -LEACHING FACILITY LESS THAN 100' FROM WETLAND PARCEL 11 \ \\ PLAN BOOK 143, PAGE 155 (37' VARIANCE REQUESTED) \ \\ ` -SEPTIC TANK LESS THAN 100 FROM WETLAND r �` � \ PLAN BOOK 474, PAGE 32 (5T VARIANCE REQUESTED) �' � \ _ y,� MAP 259 �. ' �� 11 w-s \ PARCEL 12 FLOOD NOTE: v r � E''�� PROPOSED e�R ER F �K & \ \ 11 `� AL 'i�` A �P� AL ` \1 \\� FLOOD ZONES C. AND V4(EL14) AS .�FJ�� P�oposE SECOAD �\ � 41 \ SHOWN ON FEMA FIRM PANEL #250001 { FLOOR �noN\ 1 14 \ 0003 D REVISED JULY 2, 1992. f EXISTING GAS SERVICE' TO BE h / \ REROUTED AROUND NEW ?D `tier ! '• \!qo l�,� \` \ ��'S AL •�� 4 Q ��? v LEACHING CHAMBER \ �w �` \ \ '� ��` \� +� ° w-4 LEGEND fp ' f 1 I've. y / A w,at vE,' � �° ��,��•I � �,/� �11lc. \ .il1Lc. E I J 11 N - - � � ���cti •�� � � \\ .illy x " 88 00H # ■ BOUND SEAL ' PROPOSED 44.5 L x 8-10 W x 2 D PRESSURE DOSED LEACHING CHAMBER 87-DOH #2 ;� ` I I \cP ® CATCH BASIN 87-DOH #1 ,� ' ?� :; � ,� `��c � .il!!t. � NOTES �y/"r' ;' �' o f' ov Q / - V m GAS VALVE o� q� I ���.. / R% , �° �,� �' .•r ��� ,\�, ! _ � g J©HIV ' (� N� •r�� � �`�. ar;, 4�0`4Q ,/� � ! � W-5 �- 'g, U H(dAl13t -o- UTILITY POLE o 1. PRIOR TO CONSTRUCTION, INSTALL SILT BARRIERS IN LOCATIONS SHOWN ON EXISTING STONE WALL TO BE REMOVED/ t .,, � ... �P rf� rr �/ _ PLAN. SILT BARRIERS TO BE DOUBLE-STAKED HAYBALES WITH COMMERCIALLY AND REPLACED AS NECESSARY ,:•.,. w-3 WETLAND FLAG b, a AVAILABLE SILT FENCING OR AS APPROVED BY THE CONSERVATION COMMISSION. /N �'� '' E r w-6 PROPOSED T 1.0 UNIT _ TAR1A� 1 O F.� , , �r � 1 � / � MICRO-FAST t.0 UNIT EDGE OF WETLAND 2 r., v li / SET IN 1500 GALLON p 2. ALL EXCAVATION WORK SHALL BE DONE FROM THE LANDWARD'ASIDES OF THE ! ,�� •1 ����, J V,YCHMARK TOP OF / 'L°' :r `'�P�' y� �� J �/ �W-7 SEPTIC TANK I HEREBY CFR'CdFY THAT THE CONDITION'S ! WORK .. ' —® FENCE WORK LiMiT. `,;:t JNCRETE BOUND / "�'" �`' x ,- :�',s o��. / wL OWN HERS erg ARE EY P r C N • NGVD r ! . ..:.• ._ ;' ; r'c, N F 'V' EXISTED UN 1-h t_hUOkUAT$,V A lb -.A, SHALL BE REMOVED FROM ,v: 25.88 ( ) G _r it, USED FOR BACKFILL OR GRADING, 1 ` I rlf_ f�G PROPOSED LIMIT OF "'ORK / 4' 3. MATERIAL - ;c �, i w 8 lD , 4 � �a tea+.; i RAT. NOT US ' '�• r �• JACOUELINE N. SIMPKINS � � THE SATE. EXCAVATED MATERIAL SHALL BE STORED ON THE DRIVEWAY SIDES OF ®, , r r z '� & HAYBALE BARRIER `L _ — ` x , F� �! MAP 258 DATE S 'i 7 ��� ��•�,n, �� ' W. THE DWELLING AND ACCESSORY BUILDING: _ - WATER LINE ! EXISTING GRAVEL DRIVE TO f r ::v:';: ',' ; `1 / _ REPLACE EXISTING LEACHING BASIN PARCEL 24 - RE G. r� ► BE RESURFACED UPON -66 -- 4. PROPOSED LIMIT OF WORK AND SILTATION BARRIERS REPRESENTS WORK LIMIT COMPLETION of r �N - �� .- IM1H SOLID CATCH BASIN /� � ) / ri `�' i W MICRO-FAST P.L E— ELECTRIC LINE ,{ SILTATION BARRIERS, THE PROPOSED WbRK LIMIT LINE coNsrRucroN :•. / �� BLOWER UNIT o�. - —10—- CONTOUR LINES. IN AREAS WITHOUT SI � r / °v-� • C � I SHALL BE A STAKED FENCE AS SHOWN ON PLAN. �°�'�i/w�' dL sss�b °�. 5. CONSTRUCTION DEBRIS SHALL BE STORED IN 'ROLL-OFF" TYPE CONTAINERS _2�� \ PgLE #9� /r �. J'-10 4" SCH IM PVC VENT UR rr NO GRADING CHANGES ARE PROPOSED / J ' r 4 // WITH ANIMAL SCREEN ALL GRADES TO MATCH EXISTING [w I (LOCATED ON THE LANDWARD SIDE OF THE EXISTING DWELLING), CONTAINERS �� I �� r Ile f ' BE EMPTIED WHEN FULL 5 w I Qc,� / ( / / PROPOSED STORMWAIER RECHARGE r, `� \ u ROOF RUNOFF SHALL BE DIRECTED TO PROPOSED DRYWELLS VIA GUTTERS & 1 W-11' BASIN WI1H 8' ADS PIPE FROM 2 SCH 40 PVC FaR„E MAIN I , 6, -" � �/ �^ / // CATCH BASIN ,� € DOWNSPOUTS. I 5 , I / r ! - 7. LOCATIONS OF WATER, SEWER, TELEPHONE, ELECTRIC, AND GAS LINES ARE I 1 ? \ / � w-12 EXISTING WATER SERVICE TO c, 1 APPR OXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SAHLL INSPECT SITE AND 12" PIPE \ ,� o '� \\ / r REROUTED BEHIND GARAGE FOLLOW ALL DIG SAFE MARKINGS. CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR INVERT=21.06 ( 1 /� •✓� `� (•T.� TO EXCAVATION. ` �� ` 1 1 , a e t ' ® { i 8. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE 2" SCH 40 PVC PERFORATED LATERAL REVEGETATED AND OR RE-ESTABLISHED. REVEGETATED PLANTINGS SHALL BE DONE � ' I � CAPE PLAN. dL Am IN ACCORDANCE WITH APPROVED LANDS il!!z LIMIT OF 5' SOIL5 OVERDIGSy I �3 '� .3 I W-1 ./ N �, �Ylf;r` �'y� ,�til i ?.{ ,•,/ •I 44.5'L x 6'-10"W PRESSURE-DOSEDfit�lyhrt� r y' / • 5;,iY 1500 GALLON LEACHING CHAMBER ,{ ,* ! �% ✓ r ���t�F PUMP CHAMBER f ``"Y�/' •'.� �'3�"p,'�����1�tt�;�tkri;,��y. �9F � � I \11 � \ SOLE #9A W-15 2' SCH 40 PVC CLEANOUT WITH CAST IRION ROAD BOX , ! !, . AT FINISH GRADEif sh �r . / % �°'�t { �S l'�'� 'fir 7 6 'rJ%;'l' S�✓ . /: •, r ( J�{r Q i. fj0��{•''{'' � � )7� ,7��11C�f,','� � N/�' JOHN J. CURTIN JR. AND MARY D. CURTIN INSPECTION NOTE �� `�t' ,.'J• r e REQUIRES INSPECTION(S) \ ' , ,� ' ti0 G P ooe THE STATE ENVIRONMENTAL CODE TITLE 5, ,' ' ' ` SCALE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. '°�, ,' .! ' •! / HIGHSIRENGIH MICRO-FAST 1.0 UNIT AS NOTED { p'� y / .% SET IN 1500 GALLON SEPTIC TANK • i i �,..r• DRA WiNCi FILE of e N .l1NTRAQIQR ML1,SI NQIIFXJH I� SIAN 000 01r ,/ r�� I ,9 .you E , t ``;,� C16781 dw /J/ 5 PRIOR TO THE START OF INSTALLA11ON FOR DISCUSSION ON 11/21/06 REQUIRED INSPECTIONS. ,' .'' �'\ a SCH 40 PVC AR DATE n POLE n�Q. ' .`` PIPING TO BLOWER �.INIT DRAWN BY KMB �L ;' ? `� \J CHECKED BY �+✓ PLAN RELOCATE GAS SERVICE �, V • THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO 4" SCH 4o PVC VENT •� �, I I N 30 15 0 30 90 THE REQUIREMENTS OF T11LE 5 OF THE STATE ENVIRONMENTAL O I CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND - b m n LOCAL BOARD OP HEALTH. REGULATIONS. SEWAGE DISPOSAL SYSTEM DETAIL PLAN o I 1 inch s 30 & ' 10 5 0 10 30 u (THIS AREA IS SERVED BY TOWN WATER) , 1 fuch o 10 !L 1 OF 2 SHEETS f A c� PROJECT NO. f w C16781.00 I f I : f : DEEP OBSERVATION HOLE LOGS L20V ESTIMATED HIGH GGRUCDWAT R CALCULATION " LOCUS DAMOF TESTS: OCTOBER 24, 2006 ( /C C METHOD) " 3/8 0 DISCHARGE HOLE BARNSTABLE HARBOR OASTAL 2 SCH 40 PVC ) 8.5' LENGTH OF ONE CHAMBER UNIT _ NO SCALE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP INDEX WELL: # DW�25� ZONE: A DIST. LATERAL \ / SEE PLAN FOR SPACING UP DEEP OBSERVATION HOLE 1 EL = 18.3E IN THE C HORIZON IN DOH # 1 AND DOH #2 A F READING: " r ?, NGINEERING OTHER TWNE SED BY : JOHN G. SCHNAIBLE, CEC DATE 0 RE G 10 f30/06 DEPTH TO GROUNDWATER: 126 \ / NOTE: HOLES SHALL BE DEBURRED " = OA PAAN INC.DEPTH FROM SOIL SOIL SOIL COLOR SOIL lVlr 1V 1 11V1� SURFACE HORIZONTEXTURE MUNSELL MOTTLING DONALD DESMARIS, HEALTH AGENT GROUNDWATER LEVEL ADJUSTMENT:, 1.4 `CO'�' (5) 3/8 DISCHARGE HOLES PER CHAMBER NO GROUNDWATER ENCOUNTERED V 2'0 SCH 40 PVC 0" _ 54" FILL ACT'v'AL GROUNDWATER LEVEL ® SITE: EL= 7.8 DIST. LATERAL m 508.255 6511Fax:50825 Orleans,700 02653 a 54' - 126' C1 LOAMY SAND 2.5 YR 6/3 NONE LOOSE ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL:- EL= & o HIPONLEY POND %�. ROUTE 6A O `�,yc� a r 126' - 138" C2 SANDY LOAM 2.5 YR 6/4 NONE FRIABLE 1.25' 1.5' 1.5' 1.5' 1.5' 1.25' PERC AT ILO" (END) (END) GROUNDWATER ENCOUNTERED AT A (TOP VIEW OF LATERAL) M>H ,2�' DISCHARGE HOLE DETAIL ROUTE 6 DEEP OBSERVATION HOLE 2 EL - 17.0E p - DEPTH FROM SOIL SOIL SOIL COLOR SOIL DEEP OBSER VA TION HOLE LOGS (1987 & 1 9U (NO SCALE) BARNSTABLE, MA SURFACETEXTURE MUNSELL MOTTLING OTHER KEY MAP 0' - 54" FlLL BY DOWN CAPE ENGINEERING NO SCALE 54" - 126" C1 LOAMY SAND 2.5 YR 6/3 NONE LOOSE PERC RAIL:: 5 MIN/INCH LEST HOLES DAIS: 1-8-87 r' " C2 SANDY LOAM 2.5 YR 6 4 NONE FRIABLE � a 44.5'LENGTH OF SOU.ABSORBnON SYSTEM 1260 - 140 DEEP OBSERVATION HOLE 1 •_ EL = 18•5f DEEP OBSERVATION HOLE 2 EDuaL''-8• 1'-5' '_g 1'-8' EQUAL (3)HEAVY DUTY r"AST IRON FRAMES &5'L x 4 10 W x 3'H 500 GALLON p O C� EL = 19.Of AND COVERS AT FINISH GRADE LEACHING CHAMBERS Z DEPTH FROM SOIL DEPTH FROM SOIL On A SURFACE TEXTURE SURFACE TEXTURE Q GROUNDWATER EN()DUNTERED AT A I ( �, I zs)a/a'0 015CHARGE HOLES I ;o I Q DEPTH OF 12S" 0" - 18, LOAM & SUBSOIL 0" - 24" LOAM & SUBSOIL o- i DESIGN CALCULA TIONS 18" _ 144" BANDS OF CLEAN 24" _ 144" SAND WITH CLEANOUT �2 0 SCH 40 PVC DIST LATERAL �' W SAND AND SILT TRACES OF SILT I I ( IJ__� 5 DESIGN FLOW 5 BEDROOMS AT 110 GALLONS PER DAY PER BEDROOM = 550 GPD MIXED w 550 GPD X 200% = 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED MAIN 50% S.A.S. SIZE REDUCTION TAKEN FOR HIGHSTRENGTH MICROFAST 1.0 UNIT WITH PRESSURE DOSED CHAMBER NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 2'+PVC FORM SCHORCE 40(PER CERTIFICATION FOR GENERAL USE, BIO-MICROBICS, INC., TRANSMITTAL NUMBER: WO72368, DATE Or __j ISSUANCE: JUNE 16, 2006) r LEST HOLE DAIS: 1-22-88 A 44.5'L X 6'-i0'W x 2'D PRESSURE-DOSED LEACHING CHAMBER CAN LEACH: Vt - 44.5 (2) 2 x 1.48 + 44.5 (6.83) x 1.48 + 6.83 (2) 2 x 1.48 - 754 GPD > 550 GPD DETAIL OF H-•2 0 L EACHING CHAMBER DEEP OBSERVATION HOLE 3 4 SCH 40 PVC(m LM ANIMAL SCREEN(SEE PLAN VIMEL = WITH TOP VIEW OF LATERAL SST ONE ( 1 ) - 1500 GALLON 2-COMPARTMENT SEPTIC TANK WITH INTERNAL DEPTH FROM FROM SOIL MOUNT BIO-MICROBICS INC. HIGHSTRENGTH FAST 1.0 UNIT - SURFACE TEXTURE o GALLON PUMP CHAMBER H-20 STRENGTH ONE ( 1 ) 15D0 ( ) 0" - 24" LOAM & SUBSOIL " NO SCALE � 0; � A ONE ( 1 ) - 44r-6"L x 6r-10 W x 2r D PRESSURE-DOSED LEACHING CHAMBER (PRECAST LEACHING CHAMBER UNITS) PUMP CHAMBER NOTE 24" - 156" SAND WITH TRACES OF SILT NOT SEAL 18" SUMP VOLUME = 561 GALLONS GROUNDWATER ENCOUNTERED AT A 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 5" WORKING VOLUME= 156 GALLONS DEPTH OF 15V 24" HEAVY DUTY CAST IRON 0 2 THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF DAY RESERVE = 550 GALLONS FRAME & GRATE TO FINISH GRADE Ssq THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT TOTAL PUMP CHAMBER REQUIRED STORAGE m 1,267 GALLONS 1' X 2" X 4' o SC BL os�N STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY USE 1„500 GALLON H-20 TANK WOODEN STAKE BIT. BERM COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.TO. H-20 WHEEL LOADS. PITCH cH o IT ' WORK PRECAST CONC. RISERS sArolT 3) PRIOR TO SETTING•ANY SEWAGE DISPOSAL SYSTEM COMPONENT INSTALLER P `;PECIFI AREA _,,. I W/ SEALED JOINTS SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, Ump � CA TI01�S Fr AND REPORT ANY DISCREPANCIES TO THE DES!SH E."IC-VEER. - " 1q PITCH MIN, _ 1• PUMP TO BE MYERS WHR5 SUBMERSIBLE SEWAGE PUMP, FLOW r - 4 ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. SCH 40 PVC UNLESS OTHERWISE '0.5 HP, �u. MP RATE=710 GPM 16' 1DH. �- 3 ` ' r� 18" NOTED. THE MINIMUM SLOPE OF 4' DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 2. CONTROLS ARE TO BE FOR A SIMPLEX SYSTEM. ;, II I 8" DIA. HOPE 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL I SCHEDULE 40 PVC PRESSURE PIPE WITH A MIN. .•', � *;.�4. ' BALE TWINE TO FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF 3 FORCE M N TO BE 2 DIA. S -.r- '�:� BE PARALLEL TO o w "' r' �' �� " -�� ' GROUND SURFACE CATCH .I OIL WATER SEPARATOR ELBOW FOR CHANGES SHALL BE MADE IN WRITING PRIOR OF 3' OF.COVER. 1.5 C.F. POURED CONCRETE THRUST BLOCKS ARE TO BE 1� BASIN Lot H HEALTH. ALL REQUESTS4 EARTH TO CONSTRUCTION. PROVIDE AT FORCE MAIN ANGLE POINTS. FORCE MAINS SHALL DRAIN TO I PROTECTED PUMP CAMBER. MOUND AREA sEr ON 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS 4. PUSEPj�JATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THESHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES MP CNTFOLS. EXISTING GRAD sTABLE BASE CHANGES IN DESIGN. 5. PU MP ALL BE ON A SEPARATE CIRCUIT. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 6• ALL PUP INSTALLATION HARDWARE SHALL BE STAINLESS STEEL If (MIN UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE ,) GENERAL NOTES: 1) WORK AREA DURING CONSTRUCTION. 7. ELECTRICAL CONTRACTOR TO VERIFY POWER REQUIREMENTS PRIOR CATCH BASINS MUST BE SET ON A COMPACTED BASE W 8) THE EXISTING SEWAGE DISPOSAL SYSTEM SHALL BE REPLACED AND TO INST LLA.TION. OR UNDISTURBED SOIL IN AREAS OF PROPOSED FILL. w SURROUNDING COARSE CONTAMINATED D SOILS TO BE REMOVED AND BACKFILLED WITH C HAYBALE SEDIMENT BARRIER DETAIL CA CH BASIN p DETAIL w �-► w BE MARKED WITH MAGNETIC MARKING TAPE T 9) ALL SYSTEM COMPONENTS SHALL SOIL REMOVAL NOTE NO SCALE TYPICAL OR A COMPARABLE MEANS IN ORDER TO LOCATED THEM ONCE BURIED. NO SCALE iF APPLICABLE: " SIEVE PERCENT BE CLEAN REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL SIZE PASSING LEACHING CHAMBERS DOWN TO C2" HORIZON (BELOW GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS EL=6.5f - SEE DOH #1 AND DOH #2) AND REPLACE WITH ONE S - 4!:5'L x 8'-10'W x 2'D LEACHING CHAMBER MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 4 100% SAND FILL IN ACCORDANCE WITH NOTE #10. CONSTRUCT BY PLACING FIVE N17S x 4'TO x 3 WITH 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 50 10%_100% (H-20) LEAVING CHAMBER UNITS END E END ES. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 100 0%-20X 1'-0" STC>r!'s ON ENDS AND 1-0` STONE STONE ON SIDES. (USE 'NIO GALLON LEACH CHAMBER UNITS MATERIAL THAT PASSES THE SIEVE SHALL MEET THE 200 0%-5% w AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). FOLLOWING GRADATION REQUIREMENTS: W � lo C PVC VENT WITH ANIMAL SCREEN WATERTIGHT 24' DIA. HEAVY DUTY C.I. 24" C.I. FRAME AND COVER TO FI�IISH Ile IGRADEFRAME COVER (SEE PLAN FOR LOCATION) FRAME AND COVER TID FINISHED GRADE 26" DIA HEAVY DUTY CAST IRON TO FINISH GRADE CAST IRON ROAD BOX OVER CLEANOUT FRAME & COVER TO FINISH GRADE r� TOP OF FOUNDATION I 2' MIN. COVER AT FINISH GRADE (TYPICAL) (Z) ELEV■18.08 BLOWER CHAIN PRECAST CONC. RISERS VENT COUPLING 2" LAYER OF 1/8' CCONCRE7E COLLAR FINISH GRADE W/ SEALED DINTS �r ,;,,18" BLEEDER HOLE 2'0 SCH 40 PVC DIST. LATERAL 12" MIN:, TO 1/Y STONE (TYPICAL) (SEE DISCHARGE HOLE DETAIL) _36' MAX. B"CRUSHED STONE A a Vg!IT (TYPICAL) �. SLOPE FORCE MAIN TO THREADED CAP FILTER FABRIC OVER A 2" IA,YFR e'er a o a a w • I THR ° . --- $ 1. M)NIMUM DRAIN T1D PUMP CHAMBER LARGE RADIUS BEND (TYP.) OF 1/8' TO 1/2" SMIE -r- COVERTM °o°o°0°0i°4 ° ° ° °° o0°0o00°o°0°°°0o0°0 °0°°000°0°00°0 no°o°o° 0 °00oa 00000 0 2'-0" "m° ° ° ° ° ° ° o°o°o° ° °o° rZI °o o 0oo o EFFEIIVE 8 DIA HDPE 0°0°0°00 '00000o DEPTH • 4' DIA ._..-- ♦ ♦ " 2' DIA. FORCE MAIN '-� 4 DIA SCH 40 PVC PIPE GATE VAL 14 PRECAST SCALE 4` DIA SCH 40 PVC PIPE " CHECK VALVE _ - 3/4" TO 1 1/2" DOUBLE WASHED STONE p LEACHING " DRAWiN4FX 8 AS NOTED 10' 4 DIA SCH 40 PVC IPE 2 0 SCH 40 , 13.60 13.35 13.05 PVC FORCE MAIN z 4-0' 3_0 BASIN 3/4 10 1 1/2" C16781.dwg 13.10 ALARM 'oN' N H-20 DOUBLED WASHm STONE DATE c 13.05 PUMP 'ON' �'r' 11/21/06 LEVELS • "PUMP- " 5.0 g THE MINIMUM SLOPE FOR PUMP 'OFF' : 18 SUMP DRA WN BY N 4" DIA SCH 40 PVC PIPE _ Z'-0" KMB IS 1/8" PER FT ` - - ' ,~ • ' .'• ,, 44'_g' CHECKED BY 1 . . INSI DE`FLOOR ELEV=&72 ^MAXIMUM GROUNDWATER CX>A�ACTED BASE ELEV=9.2'f (USGS/CCC METHOD) W/r LAYER OF 1,500 GALLON PUMP CHAMBER USE S -: CRUSHED STONE SHOREY ST-1500-H-20 TANK (OR EQUAL) 12't INSIDE TANK DIMENSIONS = 10'-0'L X 5'-0"W v 1500 GALLON TANK AND ,9 FORCE MAIN TYP I CAL RECHARGE DAS I N DETAIL HIGHSTRENGTH MICRO-FAST 1.0 UNIT NO SCALE NOTE: HIGHSTRENGTH MICROFAST 1.0 UNIT TO BE I , INSTALLED PER MANUFACTURERS SPECIFICATIONS. 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