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0023 BURNHAM STREET - Health
;23 Bu"rnham 4= Street 1 y r� KE jT�`"� Town of Barnstable snli*rsrnst.t;, ,0$ Board of Health p'f1639. 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. John Norman July 2, 2019 Mr. Anthony Leone 23 Burnham Street Marstons Mills, MA 02648 RE: Sampling of Wastewater Effluent from your Secondary Treatment Unit at 23 Burnham Street, Marstons Mills Dear Mr. Leone, Your request to reduce the frequency of sampling and monitoring of the wastewater effluent from your onsite sewage disposal system consisting of a secondary treatment unit (FAST) at 23 Burnham Street, Marstons Mills, is not granted. A public hearing was held before the Board of Health on May 28, 2019. The Board has received the report of eight test results . A majority (seven out of eight of the results) do not meet the MA DEP maximum discharge limits of 19 mg/L for total nitrogen. Also, four of the samples exceeded the TSS limit of 30 g/L At this time, you must continue with the current frequency of testing the wastewater effluent from the I/A system at your property, for another year. Once the median drops within MA DEP maximum discharge limits for total nitrogen, you may come back to the Board for another review. in rely, I VA110 t� J/,/W 6 ul , Chairman BOARD OF HEALTH Q:\WPFILES`,Monitoring Frequency Denial 23 Burnham Street 2019.docx BON Crocker, Sharon M a y 28 2019 From: Sharon Foster <sfoster@wwtsinc.com> Sent: Thursday, May 16, 2019 4:31 PM To: Crocker, Sharon Cc: Michael Moreau;Janet Whitman Subject: 23 Burnham Street, Marstons Mills Attachments' 23 Burnham Street, Marstons Mills, MA.pdf Hello Sharon, Per our conversation, please accept this email as written request for a reduction in service and testing for the FAST system located at the above referenced property. Homeowner is Anthony Leone. Attached are the 8 consecutive test results as requested. Thank you for your assistance in this matter, Sharon M. .Foster Wastewater Treatment Services, Inc. 44 Commercial Street Raynham, NIA 02767 Tel: 508-880-0233 Fax: 508-880-7232 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i Environmental Chemishy Environmental Services Site Assessment Anal Teal �a��e Site Sampling Quality Assurance Services L t Data Auditing It G O R P 0 It A T T 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 02/14/2019 f, Raynham, MA 02767 ORDER#: G1932870 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/4/2019 z TIME: 11:00 DATE RECEIVED: 2/5/2019 LOCATION: 23 Burnham,Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS 3 � �--�aiam �.� Analyttcal Date Units � Det Result _t IVleihod Analyzed �,nnit� _ Y _ ' 1 Test Parameters LAB-ID#: 1932870-01 ¢ Kjeldahl,Nitrogen EPA 351.2 02/13/2019 mg /L 0.50 21.0 t a Nitrate,Nitrogen 4110B SM 4110 B 02/05/2019 mg/L 0,50 11.9 Nitrite,Nitrogen 411 CB SM 4110 B 02/05/2019 mg/L 0.25 7.09 Solids,Suspended SM 2540 D 02/11/2019 mg/L 4 59.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). NA=Not Applicable Timothy A. ownby n�wnrn e�uy ND=Not Detected c,r-r—1y NyA ue 0.yfey q, <' = Less Than Approved $y:Begley n.b:zo,e-0Z„zo:,a:,7 = Detection Limit Lab Managcr / Date FL 1 1p w l R i G 5 l IFC'� i AnalyticalBalturce Copp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 L Environmental Chemistry Environmental Services Site Assessment y r�1 Site Sampling i vali Assurance Services 1 lint Cal n#4. Balance13Data Auditing G 0 R'P O R �. T I 0 N , Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 11/16/2018 Raynham, MA 02767 ORDER#: GI830287 k COLLECTED BY: P. Dwyer SAMPLE DATE: 10/30/2018 TIME: 11:00 DATE RECEIVED: 10/30/2018 LOCATION: 23 Burnham,Marston Mills,MA SAMPLE ID: Leone Effluent Grab(SIN 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS Paraiueker - ,Analytical Date ` Umts Det Result:' __ ,_ Method Analyzed Lxmzt*- _ Test Parameters LAB ID# 1830287-01 Kjeldahl,Nitrogen EPA 351.2 11/14/2018 mg/L 0.50 6.08 fi Nitrate,Nitrogen 4110D SM 4110 B 10/31/2018 mg/L 0.50 25.8 Nitrite,Nitrogen 4110B SM 4110 B 10/31/2018 mg/L 0.25 ND Solids,Suspended ISM 2540 D 11/06/2018 nig/L 4 67.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022).NA Not Applicable Timothy A. ,DTu nollyABegley'hyABegley Begley ND=Not Detected ;:oam:zo,a.ns,caas <' = Approved By: Less Than 2. x' = Detection Limit Lab Manager ! Date E �F II i t 4 1 3 R F I 3 G p# 8 Page I of I Anal ytictrl Balance Cad., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Environmental Chemistry Environmental Services I Site Assessment ���y�^r��nf4,. Balance Site Sampling Quality Assurance Services 1 ill, Data Auditing C: 0 R P 0 R T 1 0 1Q Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 09/06/2018 Raynham, MA 02767 ORDER#: G1827652 COLLECTED BY: P, Dwyer SAMPLE DATE: 8/20/2018 TIME: 15:30 DATE RECEIVED: 8/22/2018 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(SIN 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS 2 Parameter :.Anal cal t Date Ilnls Result Analyzed. LXrxut* .......:...: e K Test Parameters LAB-ID#; 1827652-01 s Kjeldahl,Nitrogen EPA 351.2 09/05/2018 mg/L 0.50 0.60 Nitrate,Nitrogen 4110B SM 4110 B 08/22/2018 mg/L 0.50 35.4 Nitrite,Nitrogen 4110E SM 411013 08/22/2018 mg/L 0.25 0.42 s ;c Solids,Suspended SM 2540 D 08/24/2018 mg/L 4 21.0 r t Unless othenAse noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). f Dig(tally signed by & NA=Not Applicable Timothy A. ` Timothy A.Begley Cll T inolhy A. p ND=Not Detected B e Ie Begley i Approved By: g y ; z.s.a.it= r <' Les, Than E *' = Detection Limit Lab Manage, / Date R 5� H 4, a i r F �t It pFp a E r ' T f Z r Analytical Balance Corgi., 422 West Grove Street, Middleboro, MA 02346 Ph;508-946-2225 Page 1 of 1 1 1 a 1 Environmental Chemistry Environmental Services Site.Assessment Q l r� r Site Sampling Quality Assurance Services 1 nalvti� l `�" Ba�;`'e Data Auditing C 0 R P O R 7- A T :I O 1 Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED: 05/25/2W8 44 Coirunercial Street Raynham, MA 02767 ORDER#: G1.823962 COLLECTED BY: P.Dwyer SAMPLE DATE: 5/10/2018 TIME: 8:30 DATE RECEIVED: 5/10/2018 LOCATION: 23 Burnham Marston Mi11s,MA SAMPLE ID: Leone Effluent Chab(SIN 0208699) DESCRIPTION: WATER RESULTS OF AidALYSIS Parameter'' Analytical Date: Untts Det ` ReSuit, Methoel Analyzed Lunt* 'lest Parameters LAIi-[D#,. 123A 961-nt Kjeldahl,Nitrogen EPA 351.2 05/24/2018 ing/L 0.50 3.52 Nitrate;Nitrogen 4110B SM 4110 B 05/11/2018 nrg/L 0.50 12.0 Nitrite,Nitrogen 4110B SM 4110 B 05/11/2018 mg/L U:25 ND Solids,Suspended SM 2540 D 05/17/2018 mg/L 4 <4.0 Unless otherwise noted,all analyses were conducted by:Analytleal Balance COri).(M—MA022). . NA=Not Applicable Timothy A. a�=T-dhY�1,&*m+ynsaC1ey C Timd7ryABeplcy ND=Not Detected Be le zap.,, Approved By: Bea ley ou:=n,e.ue.�s,sae:u <' = Less Than Lab Manager I Date x' = Detection Limit Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 - Environmental Chemistry Environmental Services Site Assessment Analytical ' Balance Site Sampling Quality Assurance Services Data Auditing G 0 R P 0 R A '1' 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 02/20/2018 4 Commercial Street l Raynham, MA 02767 ORDER#: G1821585 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/7/2018 TIME: 10:00 DATE RECEIVED: 2/8/2018 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER l RESULTS OF ANALYSIS L %_ �_ .v""'� � Y i ✓ &.af "'� �3 -v f1 w�>��3' N'+t- > �y r�, '4".rx� .�" y '� -�G — �� � �.Yr� ,�/�C,z^c•'a-z Kx..z` �- v -5 ,ram rs-�^ri 're T� ^may." _Y .c, �.r .� ..� i�...�""y. ��.s.,^ ej^'-/�rY�,�r" „r 'r��F ✓y.-s.. ����r ��'°�'' '�?•.�� ^�„—.�_. ,�ir�-� 9 -. ............�.i;.. Test Parameter's LAB-ID#- 1821585.01 Kjeldahl,Nitrogen EPA 351.2 02/16/2018 mg/L 2.00 57.5 s Nitrate,Nitrogen 411 OD SM 4110 B 02/09/2018 mg/L 0.5 ND Nitrite,Nitrogen 4110B SM 4110 B 02/09/2018 mg/L 0.25 ND Solids,Suspended SM 2540 D 02/13/2018 mg/L 4 45.0 s Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). NA=Not Applicable TimothyA -1i 1igneaoyrnyn.ee9i.y , af°r mrA, ma ND=Not Detected Approved By:Begley `-•B1eo IU°.02.2017:1WM <' = Less Than -- *' = Date Detection Limit Lab Manager / Ii l a a s q� 4 1 gY Ipk9 l {S €ig @g I R p�p i Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 k 'u t Environmental Chemistry Environmental Services Site Assessment 4*P • Site Sampling Quality Assurance Services ica Y 1JC.11C1,tiLL Data Auditing O R d A T i 0 NET 1 Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 11/21/2017 Raynham, MA 02767 ORDER#: G 1719431 1 COLLECTED BY: P.Dwyer SAMPLE DATE: 11/8/2017 q TIME: 12:00 DATE RECEIVED: 11/8/2017 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS 3v�r,� Test Parameters LAB II)#. 1719431-01 ; Kj el dab 1,N itrogen EPA 351,2 11/17/2017T mg/L i 0.50 10.0 Nitrate,Nitrogen 4110E SM 4110 B 11/10/2017 I mg/L 0.5 18.9 Nitrite,Nitrogen 4110B SM 4110.B 11/10/2017 mg/L 0.25 0.43 Solids,Suspended — �SM 2540 D 11/09/2017 mg/L 4 61.0 NA=Not Applicable TlmothyA. -`'DJ'WYdoWbvnmomyaoepcy ND=Not Detected ° +=rnwmyA.He�ey ' 3.4.11= <' = Less Than Approved By:Be 1cLeey =.. e:1a,y.U214:24:oa 3 *' = Detection Limit Lab Manager / Date i s `I 1 1 B E 0 a a k k S I kk� if rk 4 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page I or I I s f Environmental Chemistry Environmental Services i Site Assessment r���{�'' VAP01 Site Sampling i Quality Assurance Services AGiY 1CQ�_ iiCI. Data Auditing C 0 RJJY C1 R 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 08/25/2017 4 Commercial Street Raynham, MA 02767 ORDER#: G1716434 COLLECTED BY:: P.Dwyer SAMPLE DATE: 8/11/2017 TIME: 10:30 DATE RECEIVED: 8/11/2017 j LOCATION: 23 Burnham Marston Mill,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF A ALYSIS r 2�y} `'�'.C-E.� 3-$ v`•'''-f -f'°�..k�^� b-. .s, �•a..�' 1. ^� �ff 3� k .rr s �,a i .e .� b �...y<ry-.,e, r,-, t s � .is �c r.�„� ,�....,r G+x�^G. � '��C�� t✓.c+ fx�C .� ^s[ .:� t' i {x kt_ � � t J.. ¢rcz,!� ,`',�7`Y`C•..F ��r� i Test Parameters LAB-]D#; I716434-01 I Kjeldahl,Nitrogen IEPA 351.2 08/25/2017 mg/L 0.50 9.58 -............._....._..... ..._................. . ......_...._..— --- ---............_.... .. .. . .._-._._....... ._ ..._...._....._........� Nitrate,Nitrogen 4110B SM 4110 B 08/11/2017 mg/L 0.50 35.3 Nitrite,Nitrogen 4110B SM 4110 B 08/1 1/2017 mg/L 0.25 ND Solids,Suspended _ — — SM 2540 D 08/15/2017 _mg/L 4 27.0 ! NA=Not Applicable Timothy 1 hy A. .lt3'KITIM.thye0 by B.gl y icy A.aegley ND=Not Detected "' 1�rmulnyA Begley Approved By Begley 1e:2017.08.2813:06:11 <' = Less Than Lab Manager / Date 3 *' = Detection Limit F 4 E i i e 1 S 3 2 F Yt s x 1 n s c i r, u }1 ry 3 t i 4 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 t 1 Environmental Chemistry Environmental Services Site Assessment f y� �7 r� Balm p Site Sampling Quality Assurance Services 1 na Y ical uCilmcc Data Auditing G O R P O R �. A T 1 n N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 05/22/2017 4 Commercial Street Raynham, MA 02767 ORDER#: G1713085 COLLECTED BY: P. Dwyer SAMPLE DATE: 5/5/2017 TIME: 9:00 DATE RECEIVED: 5/5/2017 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS -«- '� k^[ � c�� S4 s'�-�f �•� i- �j,�y'>�1vjT�_y�r-`��^'a�-�i r�rc%'�` eti„+3 '��.e--�-alt�7 -: j, ,F.`e" 'G,. � '.� !Test Parameters LAB-W*: 17131185-Ul y Xjeld l,Nitrogen EPA 351.2 NitraeNit Nitrogen 411OD SM 4110 B i 05/05/2017 mg/L -- - 0.50 _ND Nitrite,Nitrogen 4110.B SM 4110 B 05105/20I7 mg/L 0.25 6.79 Solids,Suspended SM 2540 D 05/09/2017 mg/L 4 20.0 1 :;Dlc�italiy signed by NA=Not Applicable Timothy A. Tltholhy A.Begley =TlmolhyA.Begley ND=Not Detected Begley s.a."= Approved By: ;S ete:2017.05.22 <' = Less Than Lab Manager I Date *' = Detection Limit Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page I of I I 5/22/19 Karen Malkus-Benjamin Re: 23 Burnham St. Marstons Mills FAST Remedial system in Zone II TN <19 mg/L - - TSS<30 Mg/L—exceedance requires follow-up inspection (see attached Dep Standard Conditions p.9) TN readings: Date TN mg/L TSS mg/L 5/5/17 C53.09; 20 8/11/17 44.88 27 11/8/17 %29.33, �6 1 2/7/18 C57.5, F45 5/10/18 15.52 <4 8/20/18 36.421 - 21 4 10/30/18 31.88; [67 2/4/18 [39.99; C59' do not recommend a reduction at this point. This FAST system not meeting approval standards. i Standard Conditions for Secondary Treatment Units for Remedial Use Page 8 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 9 of 18 Revised November 30,2016 Revised November 30,2016 310 CMR 15.354,unless a later time is allowed in writing by the Department or the local Monitoring Sample Effluent Approving Authority. Parameter Fr 'uenc T' a Location Limits --- - See - — - - M.Operation and Maintenance,Effluent Quality,Monitoring,and Inspection dissolved frequency measure effluent of >2 m I oxygen(D.O.) specified treatment unit 1. From start up and thereafter,the System Owner and Service Contractor shall be below responsible for the proper operation and maintenance of the System in accordance with Depth of once every this Approval,the Designer's O&M requirements,the Company's O&M requirements, Ponding year measure Inspection port to See Paragraph and the requirements of the local Approving Authority. The System Owner and Service Within SAS bottom of SAS III.10 Contractor shall be responsible for compliance with the sampling,monitoring,and Thickness of Septic tank or inspection requirements. Any inspection,operation,maintenance,or monitoring floating Once every other process Pump out,as requirements remain in effect until the conditions are modified,terminated,or superseded grease/scum 3 years measure tank where solids necessary by a new Approval. layer are retained Depth of Septic tank or 2. To ensure proper operation and maintenance(O&M)of the System,the System Owner Sludge and p shall enter into an O&M Agreement with a qualified Service Contractor whose name Once every other process Pump out,as g q distance to measure appears on the Company's current list of Service Contractors and has been certified,at a effluent 3 years tank where solids necessary minimum,at Grade Level II(two)by the Board of Registration of Operators of teelfilter/outlet are retained Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00. 4. An individual household shall be monitored at least once every 12 months(exclusive of 3. The System shall comply with the following monitoring requirements and effluent limits. alarm responses or other maintenance visits). The required O&M Agreement with the Service Contractor shall include the following 5. Facilities(residential and nonresidential)with a design flow of less than 2,000 gpd,other monitoring schedule,at a minimum,subject to modifications that may be required by than an individual household,shall be monitored a minimum of twice/year with a Paragraphs III.8.a)and 8.b): minimum o£5 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits)and a maximum of 7 months between monitoring inspections. Parameter Monitoring Sample Location Effluent 6. Facilities(residential and nonresidential)with a design flow of 2,000 gpd or greater shall Fre uenc Type, _ "� Limits, _, be monitored quarterly not less than 2 months since the last monitoring inspection See (exclusive of alarm responses or other maintenance visits)and not more than 4 months pH frequency grab effluent to SAS 6 to 9 between monitoring inspections. specified below 7. For Systems that include a Bottomless Sand Filter(BSF)for effluent disposal,the See monitoring requirements shall be as specified in the BSF Remedial Use Approval. turbidity frequency measure effluent of <40 NTU specified treatment unit 8. Systems installed under this Remedial Use Approval shall be subject to the following below Performance Requirements: See Measure and a) Whenever field tests indicate a pH outside the specified range,an exceedance of the settleable frequency effluent of measure record ml/I turbidity limit,or D.O.below the desired minimum,the Service Contractor shall solids specified treatment unit only make adjustments and/or repairs to the System,as deemed necessary during the below inspection,and collect an effluent sample for laboratory analysis for BODs and TSS; See R ecnrd frequency visual effluent of hl For an individual household.,if laboratory analyses indicate an exceedance of 30 color g/i.BOD m g/ specified observation treatment unit observation s or 30 m L TSS,the Service Contractor shall conduct afollow-up below only inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range,an exceedance of L �'1 r• Standard Conditions for Secondary Treatment Units for Remedial Use Page 10 of 18 Revised November 30,2016 the turbidity limit,or D.O.below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System,as deemed necessary during the inspection,and collect another effluent sample for laboratory analysis for BODS and TSS;and c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BODS or TSS,the System Owner shall be responsible for submitting to the local Approving Authority,within 90 days of the second exceedance of the limits for BODS or TSS,a written evaluation with recommendations for changes in the design,operation,and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data,inspection reports,and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented,as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 9. Each time an Alternative System is visited by a Service Contractor the following shall be recorded,at a minimum: a) date,time,air temperature,and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System,which indicate a failure of the Alternative System; d) depth of ponding within the SAS,if measured e) identification of any apparent violations of the Approval; 1) since the last inspection,whether the system had been pumped with date(s)and volume(s)pumped; g) sludge depth and scum layer thickness,if measured; h) when responding to alarm events,the cause of the alarm and any remedial steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis,if any; k) any cleaning and lubrication performed; 1) any adjustments of control settings,as recommended or deemed necessary; m) any testing of pumps;switches,alarms,as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement,whether routine or for repair;and p) further corrective actions recommended,if any. 0q3- o35 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owners Name information is Ma 02648 5/21/19 required for every Marston Mills page. Cityrrown State Zip Code Date of Inspection. Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, use only the tab Kevin Usilton key to move your Name of Inspector cursor-do not Wastewater Treatment Services use the return Company Name key. 44 Commercial Street Co r� Company Address Raynham Ma 02767 City/Town State Zip Code rcwn 508-880-0233 S113528 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 5/21/19 Insp ctor's Sitnatdre 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .�� 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. Cityfrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The system its operating with no signs of back up or hydraulic failure-The water usage totals were high during the summer months from irragation and the pool. I put the totals on page 7 2) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. r ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts r= 1? Title 5 Official Inspection Form i� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cost.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): El distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection Go Inspection Summary (cont.) ❑ 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 b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City[Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes" or"no"for each of the following for an inspections: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of(Massachusetts Title 5 Official Inspection Form 13 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is Marston(Mills Ma 02648 5/21/19 required for every page. City[Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330gpd Description: The system includes a 1500 gallon 2 compartment tank with a I/A technology (FAST) system in the 2nd compartment for treatment. The treated effluent flows by gravity to a D-box. Number of current residents: 2+ Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 482gpd per town 9 ( Y 9 (gp ))� Detail: Town records show water usage @ 482gpd that's greater than the 330gpd. I spoke with the owner and she said they have irragation plus had a leak in there pool liner and would leave the water running to keep the pool full. The usage from july 1st to aug. 31st from the town shows a huge increase in usage especially 2018 - 177,000 gallons used-2,854gpd Sump pump? ❑ Yes ® No Last date of occupancy: current Date t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1.1. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments '0 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston!Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 C M R 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Nor-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form FI Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ® Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 3 years Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): 3' Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 30' feet Comments (on condition of joints, venting, evidence of leakage, etc.): all piping and venting are in good condition with no signs of leakage t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts �r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments h� 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 24"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The septic tank has access covers to grade over the inlet tee and baffle wall for inspections and pump outs. Also a 6 observation port to grade for inspections and testing If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallon Sludge depth: 10" - 12" Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 2" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No pump out recommendations were made due to the lack of scum layer in the 1st compartment and the sludge levels in the 2nd compartment. No signs of leakage or hydraulic failure, the structural integrity of the baffle wall and tank are in good condition. The inlet tee is in good condition with the outlet baffle built into the FAST unit. The liquid level is at operating level throughout the system t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 f Commonwealth of Massachusetts !r }. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comnments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 r Commonwealth of Massachusetts Title 5 Official Inspection Form IQ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cost.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The distribution box is level with no signs of leakage or infiltration. No signs of solids carryover. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments t 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. PumpChamber locate on site plan): ( p ) Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: (2) 500gal. ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 I Commonwealth of Massachusetts �P Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The soil is normal with no signs of ponding,damp soils or hydraulic failure. The vegetation is normal. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �a 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection De System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 I Commonwealth of Massachusetts Tithe 5 Official Inspection Fora' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u 23 Burnham Street Property Address Anthony Leone Owner Owner's Name information is required for every Marston Mills Ma 02648 5/21/19 page. CityTrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 5 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 3/1/2017Date ❑ 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) ❑t Accessed USGS database-explain: You must describe how you established the high ground water elevation: design plan on record, attached a copy of the detail Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ..... ...... 23 Burnham Street Property Address Anthony Leone Owner Owners Name information is required for every Marston Mills Ma 02648 5/21/19 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 9 o`0- �Y ca.m m o i - a e � 1 l � tw++ ,*"'fy�r,' '4`.a'*e,Y'�5.'•+kl :S - '' 4 > 23162' N 1 € 23.U5 5F5F , ipj Tor 80, mo n P YM A € ' Ali I! ` A,�U. \ F L � �•-ss.�4 � - �': �' f - Rp<\!1 �v,fF a t„r '�i''°gs kt ;•!si,� .., a r'. `` :5.. �., •} .�. ,k axa y ttl eve • ti t ! - 16326 E is ' a a ` -- I l�s _ I�,i. a s 4• ,�k v# ARED'I EXCWJSNELY,P tFORT y a ' OR 1HE", PURPOSE OF QQrX NO,A SEPTIC CERT MM �►TIOWk NO`FORTANY OTHER U$E' I� r�J C C''�' ,�j m'7* ;ups��. t ,� t +3r' � � it \�,ij�,7.s ij + 4 + ry1.71JJi r „•I)1/7�11:'l)j ll,'/`4 �1,a �.—, 1 .✓ .�- ,l{! PREPARED" FaR i t 1'" 3i? `` MARCH 1� 20117 . x 11 67 MC Q!MqS �x , � r �� ��� ;• "RANI _ d r t r4rl'7AlTcr.ww' w.�� ►r A DA7 FG 1h, SYS t�Ewl �f NOT E'ROFILE' REMOTE, - (Nm ,;SC\LE)r BLOWER,• - • ! _ PERK OWNER_ t ALL"iYSEM+COMPONENTS ISNALL iBE i - - - - MARKED).VM)+1.MAONETIC;TAPE R - 3'NINE, :1 5� VENT.PIPINO'I�-„1 - ACCESS�COVERSyTO I WRNINil6'.j OF FlN`nGRADE. COMPARABLE I MEANS FOR.FVIURE rLOOATION., 4.O psk _ CONCRETE,covws'rtO'. rrm,IJ'GRADE, TO I' f, 2'�PEASTONE'iOR r'GEOTEXTILE ° BEIU $8 1iMIN 75 IOF iJ I/r JF7L PFASRIC',OVER I.STONE •'�' .— ".� IMUMh COVER+OVERN _ TER _ ESS,'.-PORTS.. ni- - 1-Il��_,,iM!!I - -_...� .� . ,Wq .�. _-� I i P�E ED ovER vsYsrEM„ B7,::0 88 0:'" 6. TRE_ATEDI WATERp;OUTLET THICKNESS 2.' 3 - •BCocKs o - ,.r_ � B. E� . Jf WATERTESVtD'BO M' I4`�SCH401 pyC p. q - ISLOPEIREOU RRECAST'RISEAS - 31Q(;Rp. _.. FOR,LE17ELNESS+ ")�P PES p,r •' �.MOUItR - �•. I. LEVEI tsT,2?I @q w , i co N INVEKT aIN I�i8,4:50' 7 it / 7•, END- TWI9:: J� sl n �iM'INLET (MIN �+`r ); e 8 4MINt:SUMP j . r ABOVE OU11sEd} ";. ir`W P I ` 112 MINI DIM: B.�P.IP,E ° �r ., TINT _ ,pyppa� ) 11 !S JCaM _ ..- ;;� • - , . � ...:_._... , ;DSO'= fl .'.. - .. - ..,t.. ISv:.�71 ";�y i1 ...; _ �-No, , WOLEI �' a �' ® OUj - - if --- yW-1 11/,2"I'DOUBLPf WASHEDiq$1'pNE'';4 TMIN -T H 10`ISOOp;CAL.{ILEACHING CWUABERS,,;BY' ME UPRECA5T i0RtrE0U PER c e°sb°s°e°b°e°ee°e°eee�s°e°ees°ee°°e$eace°$.;e^e'1 , =.,B�,CRUSHED�fSTONE„ORtMEC ALL"' U ._ - -_. -..._ _- ebbb°e a°Oes e e be° - ,.., - _ _HI,1NI ,ARO NDN'.PRECAST STRUCTURES - e - - '��i 2�UNITS'I REOUIRED;i eb.eb _ _ k .. } s°eee e° e°e°e e°°°O°°e°OeeOe°Oo°°°°Oe°ee°e°a°e°e ae°Oe°Oa e- - :COMPACTION,q(15'22+1J„�[,2])� L„:DIMENSION 'i "-.•.- ' �F.., a �.a..u. a a.?.e.p --. w a; v. v. .—:�:. -.,--� .. Y ,_. ... S,FTO,IIQUTSIDEfOFtSTONE. 25:00 X 12:83,� �. _ e e e. r s 1� 10. Cd� Syr e'^,. iV -r" .:a -_ ?T1, r - a''' t' L" Y 3 O(�A MICROFASTi I►NLTHIN11 - i r Irkx•�sLOPE')i - a.`` ti- - .} _ - $I IPR(Oit� H=7)0, FAST`CHAMBERrr — 4-5 _Cr BOx' t3.:A1� __ �_.. _ IiIN6, �I (MIN 15001'GAL .513E))I , � 1F2 FLEA� 'HE LOCATIONS OF. ALL,, a< s' r w Y7:5' BOTTON,TH .1 REMOV �ERlr,�o - :v'` ',: ,.< :. w. e r - of '.kNQII,6ROUIJINNATERIIFOUND,J t LEACH ur�eiErssS�� ( C&71ONS,t ONi O u:. T ,_., F SEF,'TIE SYS,TEIiAi: 01 '•�' 4 4 r � rt ,w 12, RE1d it 9 .a n, •nr 't' ��., .�:,, F 171711J o.UtIP 011'S S-•" w+�, �`a . '.. r. � `� I 'see not 2I�uent,plpe o es 1N e f � h5]„'! ti• a t I • Insp@CtlOth Joints,must-, ntsee r „ fL n Z", II - tr pq I a r+ , ] M' t 1[5 MLN I 2 Bl see ower�Pipin teeInote,T1 _ LOi t 11 �l 1 x 23ti82�8'I SF, ,' , : I 1 "� ,,, I. Or55�� AG:�.�• r =�� "i t'� t=� �,� _ ,�� 06 I. � �,o'� jL a I M a r4 .Gt t �1/4 r , PA :rw _ 44 Commercial Street Raynham, MA 02767 Tel:(508)880-0233 Fax:(508)880-7232 INSPECTION AND TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Irue.(herein called WTS)and the )t+AS'P System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at least 4 times per year with the first inspection beginning;fi', These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) •Inspection of the alarm system. 4) Inspect overall condition of FAST®System, 5) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be,billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business liours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and liolidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not]'united to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OW +R's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNEI R's responsibility to timely return the payment. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in=once until a party cancels by written notice to the other atthe address giyen herein, MANUFACTURER -MODEL NO. SERIAL NO, LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST ; ,<, «* Marston MA • (. � � �, i � Mills, $740,00 General-Denite Includes(4)Field Tests RQXMMENT OWNE Wastewater Treatment Seiwices Inc. *Signed by OWNS Z,�� Aile5�" Anthony Leone Signed: *Address: 23 Burnham Street 44 Commercial Street Raynham,MA 02767 Tefe;(508)880-0233 *City: State: Zip: Fax:(508)880-7232 Marstons Mills MA 02648 ; Telephone—,_ j� Effective Date of Agreement -'� E-mail address: OWNER understands thattlris is a two year Agreement and that(1)ANNUAL RATE payment is for one year only commencing on the effective date set fortli above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST' System. I HAVE READ AND RG ING.UNDERSTAND THE FO *Signed by OWNER: 1 Field Testing Onsite testing will be perfo»ned quarterly for the frrstyear and 2 times per year thereafter. Results will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids, 2) Effluent pH to datermine if the wastewater is between 6 and 9 standard units. 3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating. 4) Turbidity,less than or equal to 40 NTU. If the effluent does not meet affluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and loca:Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred. IF REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT. Effluent Testing Town requirements are four(4)grab samples per year for the first 2 years for Nitrate,Nitrite,TKN,and TSS at a cost of$230.00/test. *Approval for Testing Owner's Signature Operator assigned: Michael Moreau Telephone: affi 880-0233 I 16002 West 11011 Street, Lenexa,KS 66219, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite _biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) l MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST°Systems 30906 INSTALLATION - AUTHORIZED SERVICE PROVIDER= Installation Address: 23 Burnham Street Name: Wastewater Treatment Services,Inc. Marston Mills,MA 02648 Owner Name: Anthony Leone Mail Address: 23 Burnham Street Mail Address: 44 Commercial Street Marston Mills,MA 02648 Raynham,MA 02767 Phone: 774-994-2051 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: -INSTALLATION INFORMATION Model No. Serial No. Startup Date Date of last pump out MicroFAST.5 0208699 2/28/2017 Approval Tyne () General () Provisional () Piloting ()Remedial (x) General Denite Seasonal Residence ()Yes (x) No EQUIPMENT- YES NO 1VIAIN IENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed x Pump out Required x Primary Settling Zone Sludge Depth 6" Aerobic Treatment Zone Sludge Depth 3" Thickness of Scum Layer 0" Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EEF:LUEIVT LE14 T RESULT Estimated Daily Flow 330 gpd pH(Standard Units) 6 to-9 7.53 Turbidity <40NTU 3 Dissolved Oxygen >2 Mg/L 8.31 Color Clear Clear Temperature 42.3 Odor Not Septic Earthy Effluent Solids (x)None 0 Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphoms()Spec.Cond. ()Ammonia ()Alkalinity O Oil/Grease OVOC ()Fecal Coliform Effluent: ()pH OBOD OCBOD (x)TSS (x)TKN (x)Nitrate (x)Nitrite O Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle Notes and Comments: CERTIFIED.OPERATORNAMB CERTIFICATION NUMBER: SERVICE DATE Philip Dwyer 16029 02/04/19 OPERATOR SIGNATJRE ;. :5 Environmental Chemistry Environmental Services Site Assessment Ana °g Site Sampling Quality Assurance Services A.L.Ai "— A ce Data AuditingG C} l O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 02/14/2019 Raynham, MA 02767 ORDER#: G1932870 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/4/2019 TIME: 11:00 DATE RECEIVED: 2/5/2019 LOCATION: 23 Burnham,Marston Mills,MA SAMPLE ID: Leone Effluent Grab(SIN 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS Parameter Analytical Date: Uiuts Det. r Result Method Analyzed Lunn* Test Parameters LAB-Ift 1932870-01 jeldahl,Nitrogen PA 351.2 02/13/2019 mg/L 0.50 21.0 Nitrate,Nitrogen 4110B SM 4110 B 02/05/2019 mg/L 0.50 11.9 Nitrite,Nitrogen 4110B SM 4110 B 02/05/2019 mg/L 0.25 7.09 Solids,Suspended SM 2540 D 02/11/2019 mg/L 4 59.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). NA=Not Applicable Timothy A. oi9iaMst9nedMnmwvaee91ey ND=Not Detected acNs.4A1==rm°u,yaee9i°y Approved By:Begley °k.209.92.1470:19A7 <' = Less Than *' = Detection Limit Lab Manager / Date Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 —T �9 5/22/19 Ie Karen Malkus-Benjamin v Re: 23 Burnham St. Marstons Mills FAST Remedial system in Zone II TN <19 mg/L TSS<30 Mg/L—exceedance requires follow—up inspection (see attached Dep Standard Conditions p.9) TN readings: Date TN mg/L TSS mg/L 5/5/17 [53.09, 20 8/11/17 F44.88, 27 11/8/17 .29.33 11611 2/7/18 [57.§; 45 5/10/18 15.52 <4 8/20/18 1,36.421 21 10/30/18 [31.88 ',67a 2/4/18 C39.99, r59; I do not recommend a reduction at this point. This FAST system not meeting approval standards. Standard Conditions for Secondary Treatment Units for Remedial Use Page 8 of 18 Standard Conditions for Secondary Treatment Units for Remedial Use Page 9 of 18 Revised November 30,2016 Revised November 30,2016 310 CMR 15.354,unless a later time is allowed in writing by the Department or the local !_ er "Monitoring` "Sampler ' ', °Effluent Approving Authority. Paramet4 J Location Fr uenc 1 T e, ", See III.Operation and Maintenance,Effluent Quality,Monitoring,and Inspection dissolved frequency measure effluent of >2 mg/I oxygen(D.O.) specified treatment unit 1. From start up and thereafter,the System Owner and Service Contractor shall be below responsible for the proper operation and maintenance of the System in accordance with Depth of once every this Approval,the Designer's O&M requirements,the Company's O&M requirements, Pending year measure Inspection port to See Paragraph and the requirements of the local Approving Authority. The System Owner and Service Within SAS bottom of SAS III.10 Contractor shall be responsible for compliance with the sampling,monitoring,and Thickness of Septic tank or inspection requirements. Any inspection,operation,maintenance,or monitoring floating Once every other process Pump out,as requirements remain in effect until the conditions are modified,terminated,or superseded grease/scum 3 years measure tank where solids necessary by a new Approval. layer are retained Depth of Septic tank or 2. To ensure proper operation and maintenance(O&M)of the System,the System Owner Sludge and shall enter into an O&M Agreement with a qualified Service Contractor whose name distance to Once every measure other process Pump out,as appears on the Company's current list of Service Contractors and has been certified,at a effluent 3 years tank where solids necessary minimum,at Grade Level II(two)by the Board of Registration of Operators of tee/filter/outlet are retained Wastewater Treatment Facilities,in accordance with Massachusetts regulations 257 CMR 2.00. 4. An individual household shall be monitored at least once every 12 months(exclusive of alarm responses or other maintenance visits). 3. The System shall comply with the following monitoring requirements and effluent limits. i The required O&M Agreement with the Service Contractor shall include the following 5. Facilities(residential and nonresidential)with a design flow of less than 2,000 gpd,other monitoring schedule,at a minimum,subject to modifications that may be required by than an individual household,shall be monitored a minimum of twice/year with a Paragraphs III.8.a)and 8.b): minimum of 5 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits)and a maximum of 7 months between monitoring inspections. Monitoring Sample Effluent 6. Facilities residential and nonresidential with a design flow of 2,000 or greater shall Parameter Locatton t: ( ) g gPd Lrmtts be monitored quarterly not less than 2 months since the last monitoring inspection See (exclusive of alarm responses or other maintenance visits)and not more than 4 months pH frequency grab effluent to SAS 6 to 9 between monitoring inspections. specified below 7. For Systems that include a Bottomless Sand Filter(BSF)for effluent disposal,the See monitoring requirements shall be as specified in the BSF Remedial Use Approval. frequency effluent of specified measure treatment unit 40 NTU turbidity s Pe 8. Systems installed under this Remedial Use Approval shall be subject to the following below Performance Requirements: See Measure and a) Whenever field tests indicate a pH outside the specified range,an exceedance of the settleable frequency effluent of solids specified measure treatment unit record mUl turbidity limit,or D.O.below the desired minimum,the Service Contractor shall below only make adjustments and/or repairs to the System,as deemed necessary during the See inspection,and collect an effluent sample for laboratory analysis for BODs and TSS; Record b For an individual household,if laboratory analyses indicate an exceedance of 30 frequency visual effluent of ) n y color observation m BODs or 30 m /L TSS,the Service Contractor shall conduct a follow-up specified observation treatment unit below only inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range,an exceedance of Standard Conditions for Secondary Treatment Units for Remedial Use Page 10 of 18 Revised November 30,2016 the turbidity limit,or D.O.below the desired minimum,the Service Contractor shall make adjustments and/or repairs to the System,as deemed necessary during the inspection,and collect another'effluent sample for laboratory analysis for BOD5 and TSS;and c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS,the System Owner shall be responsible for submitting to the local Approving Authority,within 90 days of the second exceedance of the limits for BOD5 or TSS,a written evaluation with recommendations for changes in the design,operation,and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data,inspection reports,and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented,as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.9. 9. Each time an Alternative System is visited by a Service Contractor the following shall be recorded,at a minimum: a) date,time,air temperature,and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Altemative System,which indicate a failure ofthe Altemative System; d) depth of ponding within the SAS,if measured e) identification of any apparent violations of the Approval; f) since the last inspection,whether the system had been pumped with date(s)and volume(s)pumped; g) sludge depth and scum layer thickness,if measured; h) when responding to alarm events,the cause of the alarm and any remedial steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis,if any, k) any cleaning and lubrication performed; 1) any adjustments of control settings,as recommended or deemed necessary; in) any testing of pumps,switches,alarms,as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement,whether routine or for repair;and p) further corrective actions recommended,if any. TOWN OF BARNSTABLE LOCATION Z3 .Rur(NNNare-, SJ SEWAGE# Zo1`1. 3S VILLAGE�, {+r1;11 S ASSESSOR'S MAP&PARCEL 43-3S INSTALLER'S NAME&PHONE NO. B L R 9=mV xAi O n y`)%l- 01,S3 SEPTIC TANK CAPACITY 1500 as 1 rFas4 -f A iJ K LEACHING FACILITY:(type) SOO L)C(Z) (size) 13 xZ5x Z NO.OF BEDROOMS OWNER AmAkonti LE00C PERMIT DATE: Z-3.171 COMPLIANCE DATE: _ a 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) 1. Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Al 5 5 r A 2- il' S�� BloweP f32• i$'Ib`` � A3'311, B3. Ay•33'1Oki 0 8y•3y'V1 B An tQ R EA R BOH Crocker, Sharon May 28, 2019 E From: Sharon Foster <sfoster@wwtsinc.com> Sent: Thursday, May 16, 2019 4:31 PM To: Crocker, Sharon Cc: Michael Moreau;Janet Whitman Subject: 23 Burnham Street, Marstons Mills Attachments: 23 Burnham Street, Marstons Mills, MA.pdf Hello Sharon, Per our conversation, please accept this email as written request for a reduction in service and testing for the FAST system located at the above referenced property. Homeowner is Anthony Leone. Attached are the 8 consecutive test results as requested. Thank you for your assistance in this matter, Sharon M. Foster Wastewater Treatment Services, Inc. 44 Commercial Street Raynham, NIA 02767 Tel: 508-880-0233 Fax: 508-880-7232 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! i Environmental Chemistry A Environmental Services Site Assessment Anal � Balance Site Sampling Quality Assurance ServicesData Auditing ` G O R P A '1' i (3 N 4 Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services, [no. i 44 Commercial Street REPORTED: 02/14/2019 Raynham, MA 02767 ORDER#: G1932870 f COLLECTED BY: P.Dwyer SAMPLE DATE: 2/4/2019 TIME: 11:00 DATE RECEIVED: 2/5/2019 f LOCATION: 23 Burnham,Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER a RESULTS OF ANALYSIS ��t� ,� � � Analyhcal ; zDate Ututs ��t Result f :�� f �� f ,- Method Analyzed . a - Test Paraineters LAB-ID#: 932870-01 s Kjeldahl,Nitrogen EPA 351.2 02/13/2019 mg/L 0.50 21.0 Nitrate,Nitrogen 411 OB S;y14110 B 02/05/2019 rng/L 0.50 11.9 Nitrite,Nitrogen 411 OB S v14110 B 02/05/2019 mg/L 0.25 7.09 Solids,Suspended SM 2540 D 02/11/2019 mg/L 4 59.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). NA=Not Applicable Timothy A. DaROV.,ram�owytis�i,y ND=Not Detected Y a r Ny by k yey zse.n' R <' =Less Than Approved By: eq eV " = Detection Limit Lab Managcr / Date s 1 d S f i 1 1 d� l 1 c ,t e 5 £g� E P. AnalylfcalBalance Cojp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 ¢ 1 i Environmental Chemistry Environmental Services Site Assessment �y ���� -y Balance Site Sampling Quality Assurance Services 1 Data Auditing C 0 R Y O R A T 1 0 N Milce Moreau CERTIFICATE OF ANALYSIS ' Wastewater Treatment Services,Inc. t 44 Commercial Street REPORTED: 11/16/2018 Raynham, MA 02767 ORDER#: G1830287 a COLLECTED BY: P. Dwyer SAMPLE DATE: 10/30/2018 TIME: 11:00 DATE RECEIVED: 10/30/2018 LOCATION: 23 Burnham,Marston Mills,MA SAMPLE ID: Leone 1 Effluent Grab(SIN 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS °'.: Pararnetei , :_ Analytical ; hate `� Umts Det ,_Result. E Method;. Analyzed _L�mzt*': - Test Parameters LAB-TD#: 1830287-01 Kjeldahl,Nitrogen EPA 351.2 11/14/2018 mg/L 0.50_ 6.08 Nitrate,Nitrogen 4110B SM 4110 B 10/31/2018 mg/L 0.50 25.8 Nitrite,Nitrogen 4110B SM 4110 B 10/31/2018 mg/L 0.25 ND • Solids,Suspended SM 2540 D 11/06/2018 nig/L 4 67.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). s NA=Not Applicable Timothy A. :Ot .C.M.A.'Y'r oiArA aeGkr fi aI'= ND=Not Detected a1o:2018.77.767G�4:16 Approved By:Begley = Less Than Detection Limit Lab Manager / bate *' = i F t f fi 1 k 5 E 4 F F s k i u E 1 I I Analytical Balance Cotp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 t r` t Enviroumental Chemistry Environmental Services 1 Site Assessment a fiM b Quality Assurance Services AAnalvdical alance Site Sampling c 0 R P O R '1' I O �� Data Auditing Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Conunercial Street REPORTED: 09/06/2018 Raynhatn, MA 02767 ORDER#: G1827652 COLLECTED BY: P. Dwyer SAMPLE DATE: 8/20/2018 TIME: 15:30 DATE RECEIVED: 8/22/2018 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(SIN 0208699) DESCRIPTION: WATER RLSUL',TS OF ANALYSIS G ? Parametez Analytical Aate '' Units Det Result: Iy1e#hod` Analyzed. `Llrrut* 1. Test Parameters LAB-rD#: 1827652-01 Kjeldahl,Nitrogen EPA 351.2 09/05/2018 mg/L 0.50 0.60 Nitrate,Nitrogen 4110E SM 4110 B 08/22/2018 mg/L 0.50 35.4 Nitrite,Nitrogen 411013 SM 4110 B 08/22/2018 mg/L 0.25 0.42 Solids,Suspended SM 2540 D 08/24/2018 mg/L 4 21 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). l NA=Not Applicable Digilally signed by Timothy A. Thorny A.Begley I :CN=TImo lhy A. Z: ND=Not Detected g0 �e :Begley <' = Less Than Approved By: g y 2.5.4.11- _ = Lab Manager / Date Detection Limit g i C 6 5 li fi a F� C E 8 H v { I � a Analytical Balance Co,p., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 i r i f Environmental Chemistry Environmental Services Slte.Amessment A 1 Site Sampling Quality Assurance Services 1 s: �ljcaflf� a"``` ce Data Auditing C 0: It i, .0 R A. 71 1 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Cotmnercial Street REPORTED: 05/25/2018 Raynham, MA 02767 ORDER#: G1823962 COLLECTED BY: P.Dwyer SAMPLE DATE: 5/10/2018. TIME: 8:30 DATE RECEIVED: 5/10/2018 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Crab(SIN 0208699) DESCRIPTION: WATER RESULTS OF ANALY IS. ParameterAnalyttcal "W Date its: Det Re§uit �~ "Method We An d Ltmrt*: s 'lest ParametersLAB7[D#:. il8 4b2-01 Kjeldahl,Nitrogen EPA 351.2 05/24/2018 ing/L 0.50 M2 Nitrate,Nitrogen 411013 _ SM 4110 B 05/11/2018 ing/L 0.50 12.0 Nitrite,Nitrogen 411013 SM 4L10 B. 05/11/.2018 tug/L 0.25 ND Solids,Suspended. ISM 2540 D 05/17/2018 rng/L 4 <4,0 Unless otherwise noted,alt analyses were conducted by Ana[ytleal Balance Corp.(M-MA022). NA=Not Applicable Timothy A. ag'u.aratpn�ahyrnanyAaeder qCJ�=1MiahyA .-y:- ND=Not Detected Approved By.: Begley Gue:zara.as.2ssns» <' =.Less Than Lab Manager / Dais ' = Detection Limit Page l of Analytical Balance Corp., 422 West Grove Street, Middleboro, MA. 023M6 Pit:508-946-2225 I • r Environmental Chemistry Environmental Services Site Assessment lytical Balance Site Sampling Ana Quality Assurance Services Data Auditing C; 0 R P 0 R A T 1 n N Mike Moreau CERTIFICATE OF ANALYSIS I Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 02/20/2018 1 Raynham, MA 02767 ORDER#: GI 821585 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/7/2018 I TIME: 10:00 DATE RECEIVED: 2/8/2018 l 1 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent G--ab(S/N 0208699) DESCRIPTION: WATER RESULT'S OF ANALYSIS AN Test Parameters s LAB-ID#: 1821595-01 4. Kjeldahl,Nitrogen EPA 351.2 02/16/2018 mg/L 2.00 57.5 Nitrate,Nitrogen 411 OB SM 4110 B 02/09/2018 mg/L 0.5 ND k Nitrite,Nitrogen 4110B SM 4110 B 02/09/2018 mg/L 0.25 ND Solids,Suspended SM 2540 D — 02/13/2018 mg/L 4 45.0 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). NA Not Applicable TII710t11 A, ha�,0W.CEyT mrn.ae9ry ND=Not Detected y =T gIh,A I"y Begley I Approved B <' = Less Than 11P Y *' = Detection Limit Lab Manager / Date h 5 t f 1 l ik i g E 's k t i Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of I a I I I I Environmental Chemistry Environmental Services Site Assessment An�l�ticai Balance Site Sampling Quality Assurance Services Data Auditing C: O R t' C) R .� A '1' i 0 KI Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Servi;,es,Inc. 44 Commercial Street REPORTED: 11/21/2017 Raynham, MA 02767 ORDER#: G 1719431 COLLECTED BY: P,Dwyer SAMPLE DATE: 11/8/2017 1 TIME: 12:00 DATE RECEIVED: 11/8/2017 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone b Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF ANALl SiS i ti�i''-.e-�,"!i'„ ��-7t;x g< .c-��„.+y'r' !!� .ate` .r:�+ �� x��`�-'�`' +,�''.{�ts iy, a,�, z �-y.�-.t,-S' �� ,s {S �,• L �` .�"i-�s. a. "3,eY' 'VS_ � T✓'^ .?" �°'°.h k ''�J •s L Test Parameters LAB-Ill#: 1719431-01 t K3eldahl,Nitrogen T — EPA 351.2 11/17/2017- � mg/L —� 0.50 10.0 Nitrate,Nitrogen 411OB SM 4110 B 111/10/2017 — — ---- mg/L 0.5 1 8.9 l Nitrite,Nitrogen 4110B ISM 4110 B 11/10/2017 — —.. ..._ _ —.. —._..... i .. mg/L 0.25 0.43 (Solids,Suspended2540 D 11/09/-2-417 mg/L 4 61.0 F L NA=Not Applicable g Timothy A. '•p)Q % 0. U .1S�d by Ti.Pg0odey a ND=Not Detected y ThM ArA.&4.y r� ��5.4.11= Less Than Approved By:Be�Y....-_. _'..kt 2017.11.2214:24M _�._..-- *' = Detection Limit Lab Manager / Date 1 a x it kk M1 S 2 7 3 B y y A a t z j� FEF C e' I f s s I ryµ' C Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 page I or I t x k 1 Environmental ClEemistry Environmental Services Site Assessment A 1 Site Sampling Quality Assurance Services 1 mall ICul Balance Data Auditing C 0 R F 0 R 4 A T I 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 08/25/2017 Raynham, MA 02767 ORDER#: G1716434 COLLECTED BY: P. Dwyer SAMPLE DATE: 8/11/2017 TIME: I0:30 DATE RECEIVED: 8/11/2017 LOCATION: 23 Burnham Marston Mill,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF A 14ALYSIS �;.r.s,a�, x.-4 f .;,�,..r � „�¢.yr z�.a:.?�.L..-x'k^'' �- y x.s`Y'€'S,2''• .� a-r. w. ,sxxa- .s s''. ��.c y,�. � t <".F,•- . c` 'av u�. zx �sC'� P. �-',��-� z�rr�� .rNi'r �.�r��5�-f•r x' �'r `�^'`T�`� :, x „�,,,n....�.E ft, mysY '� t'.�!�-- r._k�r�`� 1 t-Ax Ks �s�'.aa:SE "'�'-J^C�r.. £� t'" -�=`-d; Test Parameters LAB-ID#: 1716434-01 J I Kjeldahl,Nitrogen EPA 351.2 08/25/2017 mg/L 0.50 9.58 - -..._._._-..._....__..... .................... . .1....._.._..._._.--.....-...._----------- .__-_.._._.....-.... _._.... ....... .. _....._.... .- _..._.._...._........� Nitrate,Nitrogen 4110B 1SM 4110 B 08/1 1/2017 mg/L 0.50 35.3 Nitrite,Nitrogen 4110B SM 4110 B 08/11/2017 mg/L 0.25 ND ----.-...-- -.._.. -.... ----------- —- - ...-— iSolids,Suspended SM 2540 D 08/15/2017 mg/L 4 27.0 E NA=Not Applicable pP Timothy A. fly signedby Timothy A.Begley 1 ND Not Detected -iamyA Begley i han Approved By Begley to:2017.08.281308;14 *' = DetecLesstion Limit Lab Manager / Date i gE 1 t 1 I g1 4 3 9 � I 4 i G gg 7 4 t 3 P. g�g U 4 �1 t Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of 1 a Environmental Chemistry Environmental Services Site Assessment a y� Ra1a�'�/� Site Sampling Quality Assurance Services 1 >slj �� � +��++ 1L� Data Auditing G 0 R P O R A T I 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 05/22/2017 Raynham, MA 02767 ORDER#: G1713085 COLLECTED BY: P. Dwyer SAMPLE DATE: 5/5/2017 TIME: 9:00 DATE RECEIVED: 5/5/2017 LOCATION: 23 Burnham Marston Mills,MA SAMPLE ID: Leone Effluent Grab(S/N 0208699) DESCRIPTION: WATER RESULTS OF ANALYSIS .`�'S'} �+, - r�+ a�.s� � � vr. -noS �-s�;.c r� y�-� � -ca: ✓a � T,^+ �� t v'.s t - - ��1"�t1Yt�xt���- - y � j-���'+... "- � r P� ,"':9� � -''ti,� r-- c.Si:v, �- f. -",r'. .k'�i, 7 �•s'y' ."fir w � u `l'4""T-� Sk ^"r ..r � t '§- r -�v✓ z�'�'r.r7' 'M`����{��'�# ������xyw.l+'��`- :-� �°si^-��;�. -,�' :�x'.<sE �^y q rr,us'4.F",'s.��3`-� �7,r, '^w b r?•�x.av kc .r" .� .� � .r a� .p t -a.C .s _ a. �Ls„�$ ,c�, -# I::._.3�. "-� '�'�-� �?'-." ..�.�- 'mzrx ,�, .a ✓ti�r-d u ti� � s-.-T 3 `--�_3,. x,.,.,... f .__,...>.. r ,_,.,.,._._ �_�:�_ ..Y.,M,,... * s:,..a...�.K�'�,G':...3�"-..... hr�•y.�.�-_,.t 4 .,.,-, m 'r�'�.,�...rY�"��S� Y7�'�"�k..�i_r'*. �' e- ,.a !Test Parameters LAB-IDff: 1713085-01 Xjeldahl,Nitrogen I EPA 351.2 j 05/19/2017 mg/L 1 _..--- --- - .... . .. . ... . ...... --- 1.50 L----.._...._..... . .............. —— Nitrate,Nitrogen 4110B SM 4110 B OS/05/2017 mg/L 0.50 ND Nitrite,Nitrogen 411 O.B SM 4110 B 105/05/2017 mg/L 0.25 6.79 Solids Suspended SM 2540 D 05/09/2017 mg/L 4 20.0 ;41c�itally signed by Timothy A. 'I Itholhy A.Begley NA=Not Applicable y '— =Timothy A.Begley ND=Not Detected Begley -15.4.11= Approved By: ®1e:2017.05.22 _..-,._...-. r— <' = Less Than Lab Manager I Date '*' = Detection Limit Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page l of I I No / Fee Du THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for MispoBal 6pstem ConstrUrtion Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. c)3 earnAT T— Own is Name,Address,and Tel.No. Assessor's Map/Parcel Q 4 3 Cn+hd n6 I-efo ne Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 84- fro �50� {77-�� 7Jown CaP.o_En �5o�;��z -�fsy� Type of Building: \ Dwelling No.of Bedrooms v Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requiredL)J gpd Design flow provided gpd Plan Date 7 r ( Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) i' Z0 d b o X Z J0 ,600 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintentplace ccescribed on-site age disposal system in accordance with the provisions of Title 5 of the Environmental Code andste ' peration until a Certificate of Compliance has been issued by this B ar e It Si ed Date or Application Approved by Date o� l3 Application Disapproved by Date for the following reasons Permit No. �� ✓ 3 Date Issued I .. �------------------------------- !7w� Fee�— THE COMMOaWtALTH OF MASSACHUSETTS Enter Ye 9 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS 2. Zipplication for PIsposal .6pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon'( ) ❑Complete System ❑Individual Components Location Address or Lot No. a 3 a u(n hQ S r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 643 d 3 r - n-f hQ ne l If'Q ne 77 y -q9 y _z05 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. C3+ l o �p� -y7�-d�53 mown (apt End Type of Building: Dwelling- No.of Bedrooms �� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building t No.of Persons Showers( ) Cafeteria( ) Other Fixtures la Design Flow(min.required) 3-3 0 gpd Design flow provided gpd t Plan Date Ll — Number of sheets Revision Date Title t Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) f`1 z 0 d 6 0 X 2 f ).0 5 00 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenial Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar• �elt Si ed Date i Application Approved by Date pt 5 Application Disapproved by t Date for the following reasons , r 4 Permit No. fsaq/ 3 5 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 n at 2.3 L)r nr'm S�- i ,w` j I been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoT!��/7—N 3.5 dated k,/ Installer D� �-t � �U� Designer D� n C��-- #bedrooms 3 Approved design flown 3 o gpd . The issuance of thij pe t shall not be construed as a guarantee that the system wil fungi/o/t s design (Y . Date rf ! Inspector (� ry --- - --- No. .JLJ �------�-c----- -------------------------------------------------------------------Fee---------J - ---- �-- c THE COMMONWEALTH OF MASSACHUSETTS '=`—PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair,(7Q Upgrade( ) Abandon( ) System located at and'"described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. 3 DateI ' / Approved by Town of Barnstable Regulatory Services 19'MAMMAL I Thomas F.Geiler,Director Public Health Division Thomas McKean,Director 200 Maio Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 509-790.6304 Installer&Designer Certification Form Date: J Sewage Pemit# <Q U 11 " Assessor's MaplParcel Designer: howyl (:oLe F," ,d,, Installer: �vr� �XCoI✓a oh Address: 9 �zE'l 61\ A7 Address: e-44 L,7�, Q.r � 04 N ri4 On —B Oct,"as issued a permit to install a (date) /� (installer) septic system at � u wrn kot St• based on a design drawn by (address) )Is. t of f LS dated esigner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. ✓ I certify that the septic system referenced.above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. ��Nt,�N VI �Assgcti U NIEI.A U.IALA �+ (Installer's Signature) CIVIL No.4650' esigner's Signature) (Affix Designer's Stamp Here) EL EASE RETURN $Q BARNSTABLE PUBLIC HEALTH DIVISION CERTIFICATE OF COMMIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A&BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Hoalth/Septic/Designer Certification Form 3.26.04.doc i� 231.62. r,�1 0 )4 ,0A- N 23.= SF 4, PATS 0.55 AC. POOL % EXISTING l .► ` TOFF.N00.9 PAYM "aa / DRIVE ------ GRAVEL Cl'�M ELEVAT�N it DRIVE ' .Q6.0 NAVbM 10.51' 16-326 SEPTIC AS-BUILT PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A SEPTIC CERTIFICATION, NOT FOR ANY OTHER USE LOCATION 23 BURNHAM STREET, NVAMNIS, AA- PREPARED FOR: SCALE : 1" = 30' MARCH 1, 2017 B&B EXCAVATION/ LEO REFERENCE MAP 43 PARCEL 35 �`-""°�MASS AC DANIFI. OJAI A No.40U80 aowne0*,mm • W& Apt IN AW?kl. u.', n CrV// ono/nears 3 I-- J'� landsurmpars ------------ -------------=--�.._---- M Alan see,w! (Rtp $4 mmmow owr Am oam DATE REG. LAND SURVEYOR 231.52' �o x M M pA� C7 OSF :a E JSnNG DWELLING TOF = 89.9 25 A G s n PAVED DWE I I--a-•--' I MAM _ I CIlDH EMAMON ry T---- DRIVE QWVEL mmY NAVDSQ 1' SEPTIC AS,BUILT 16-326 PREPARED EXCLUSNELY FOR THE PURPOSE OF 08TJUNING A SEPTIC CERTIFICATION, NOT FOR ANY QTHER USE LOCATION 23 BURNHAM STREET, HWANHAS,?�A• PREPARED FOR: SCALE : 1 = 30' MARCH 1,. 2017 B&B EXCAVATION/ LEO REFERENCE . MAP 43 PARCEL 35 !3' DAN I{.t f\ Iy ef!eos-36l-MM' 0;AI.A tar 00ws-3021-oeeo ti4. land awrvoyor9 _ r #Ja Mahn Street (Pro VA) rARMOUMPORr .wA 02975 DATE REG. LAND SURVEYOR Town of Barnstable oF1HE row Regulatory.Services * a� Richard V.Scali,Interim Director Public Health Division Ar 1 ►`0� - � Thomas McKean Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: Z 3 a-,-A 14 Assessor's Map\Parcel: Property Owners Name: o C_ t In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an `Y' in the applicable box next to each line certifying the information. Yes N\A ❑ ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. ('15-page Standard-Conditions-letter and-the-specific-technology-letter) ❑ ❑ I have been provided with the Owner's Manual ❑ ❑ I have been provided with the Operation and Maintenance Manual ❑ N For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ❑ For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) ❑ ❑ If the design does not provide for the use of garbage grinders,the restriction is understood and accepted ❑ ❑ Whether or not covered by a warranty, I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA,if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I, ►1 T-�`1 {d �c ham Loawee to comply with all terms and conditions above. Property 0 ted Property wners Signature Dale Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\lAhomeowner certification.doc 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 3, 2017 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0208699 To whom it may concern: Attached please find a copy of the Product Registration Report for the FAST Treatment System, for the startup performed on 2/28/2017 at the home of Anthony Leone located at 23 Burnham Street, Marstons Mills, MA. Also, attached is a copy of the fully executed Operations & Maintenance Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, )Sharon M. Foster Enclosures � 1NG0AP0RATE: 0 8450 Cole Parkway * Shawnee, KS 66227 * Phone 913-422-0707 Fax: 912-422-0808 e-mail: onsite(ftiomicrobics.com *www.biomicrobics.com*a*800-753-FAST(3278) PRODUCT REGISTRATION "PORT Product Registrat'onReport must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up ,�'�� Date Shipped to End User 2/7/17 Serial# 0208699 OWNER NAME Anthony Leone ADDRESS 23 Burnham Street CITY/STATE/ZIP Marstons Mills,MA 02648 PHONE/FAX BIO-MICROBICS DISTRIBUTOR NAME J&R Sales and Service,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME B&B Excavation,Inc. ADDRESS 14 Water Street CITY/STATE/ZIP Sandwich,MA 02563 PHONE/FAX 508-497-0653 CONSULTING ENGINEER if applicable) NAME Down Cape Engineering. ADDRESS 935 Main Street - CITY/STATE/ZIP Yarmouthport,MA 02675 PHONE/FAX Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating 171 Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inlet/outlet piped correctly 0 Air Lift Operation Filter element installed 0 Recirculation tube in place Blower hood secure 0 Fasteners tight Blower works correctly 0 WATER-TIGHT JOINTS Blower located within 100'of 0 Treatment unit to septic tank treatment unit Air line clear Entrance tube to insert cover Air inlet screen clear Insert to insert cover Blower hood vents clear �/ Discharge line connection ,Factory Authorized Personnel'— Title: Firm: Wastewater Treatment Services Inc. Date: j l 1. Mast watev ✓w&nenbJelvicee,, Y/ 44 Commercial Street Raynham, MA 02767 Tel:(508)880-0233 Fax:(508)880-7232 INSPECTION AND TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc,(herein called WTS)and the FASP System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at least 4 times per year with the first inspection beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower, 3) Inspection of the alarm system. 4) Inspect overall condition of FAST®System, 5) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays, Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft,acts of third persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WT S to be necessary or appropriate for WTS to perform its duties hereunder. <. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract an invoice for one year of service. It is OWNER's responsibility to timely return the payment. WTS' must receive the payment before expiration of the current contract year to assure continuous contract coverage, v Failure to return payment may result in suspension of service,cancellation of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein, MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics MicroFAST ( pug / J j Marstons Mills, MA $740.00 General-Denite b Includes(4)Field Tests EQUIPMENT OWNE Wastewater Treatment Seiwices.Inc, *Signed by OWNS Anthony Leone Signed: `Address: 23 Burnham Sheet 44 Commercial Street Raynham,MA 02767 Tole:(508)880-0233 *Cit3' State: Zip: Fax: (508)880-7232 Marstons Mills MA 02648 Telephone ,- '� p Effective Date of Agreement �-` f E-mail address: OWNER understands that this is a two year Agreement and that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWNER to maintain a set-vice agreement for the life of the FAST®Systenn. I HAVE READ AND UNDERSTAND THE FOREG ING. *Signed by OWNER: Field Testing Onsite testing will be performed quatterly for the first year and 2 times per year thereafter. Results will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BODS and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2) -Effluent pH to determine if the waste water is between 6 and 9 standard units, 3) Dissolved Oxygen,2mg/L or more,to ensure that the system is operating. 4) Turbidity,loss than or equal to 40 NTU. If the effluent does not meet effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratoty testing performed. If such laboratory sample is required,OWNER will be responsible for charges incurred, IF REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200.00/VISIT. Effluent Testing Town requirements are four(4)grab samples pet-year for the first 2 years for Nitrate,Nitrite,TKN,and TSS at a cost of$230.00/test. ;.,or *Approval for Testing Owner's Signature Operator assigned: Michael Moreau Telephone: f508)880-0233 November 29,2016 Re: 23 Burnham Street, Marstons Mills To the Barnstable Board of Health: I hereby give my permission for Down Cape Engineering, Inc. to represent me at the upcoming public hearing. r/legal representative date tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Ame H.Ojala,P.E„P.L.S. Daniel E.Gonsalves,E.LT.,S.E. structural design December 5,2016 Craig J.Ferrari,E.I.T.,S.E. Barnstable Board of Health site planning 200 Main Street Hyannis, MA 02601 sewage system designs Dear Board Members: , Enclosed is a filing for approval of the addition of an enhanced treatment component for inspections #23 Burnham Street, Marstons Mills. The site contains 23,828+/-s.f.,,and is improved with a dwelling which,according to the permits installer's card, has 2 bedrooms. The site is with a Zone II. The project consists of the upgrading of an older Title 5 septic system. The new system is sized for 3 bedrooms with a FAST component added to reduce the nitrogen output to within allowable limits. Up to 394 gallons per day are allowed based on the size of the lot; 330 gallons per day are required for the 3 bedroom design. No variances are required for the system and no construction work is planned. An operations and maintenance agreement shall be submitted at the time of applying for the installation permit. Thank you for your consideration. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:Anthony Leone I ti Town of Barnstable Barnstable 0 Board of Health All-nmencacitv • aaxtasrasi,e, Mass. �. 200 Main Street,Hyannis MA 02601 059• ♦0 ATF�FAAy a 2007 Office: 508-8624644 Paul Canniff,D.M.D FAX: 508-790-6304 Donald Guadagnoli,M.D. JunichiSawayanagi December 22, 2016 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 REKMon tonngVPlan pro I /2`3 Burnham Street Marstons Mills��� -y ` � Onsite Sewage Disposal System withtia Macro F._ econda N Dear Mr. Ojala: You are granted permission, on behalf of the owners Anthony and Eleanor Leone, to upgrade the existing septic system and to utilize a secondary treatment unit with nitrogen reduction technology at 23 Burnham Street, Marstons Mills, Massachusetts. This permission is granted with the following conditions: (1) No more than three (3) 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 Prot e tion.[The submitted floor plans dated 12/20/16 show a two bedroom home. ( ,,(dAI c,*, ed (2) The system shall be installed in strict accordance with the revised engineered plans dated November 4, 2016. 3�3�/7 (3) 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 submitted revised plans dated 'November 4, 2016. (4) The wastewater effluent shall be tested quarterly for the first two years of operation for TSS, and TN. (5) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the Board of Health. Q:WP/Ojala Leone Secondary Treatment Unit 23 Burnham Street 2016.docx (6) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code and local health regulations. There are no variances required to upgrade the proposed system and to install a secondary treatment unit utilizing nitrogen reduction technology. Sincerely yours, Paul J: Canni AID. Chairman Q:WP/Ojala Leone Secondary Treatment Unit 23 Burnham Street 2016.docx CF 11HE Tp � (, DATE: f L- ■ • 'Q FEE: "* BARMBrABLE, * m 7 y MASS A �ArF16 9. a`0� REC. BY C Town of Barnstable SCHED. DATE:1c,W//6 .. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION f�(, [ Property Address: . 1 or 1� 6LM Jtre-& 14 tiS s y ry S Al Assessor's Map and Parcel Number: 'f 3 / 3-r Size of Lot: Z-3 5 7 9 4-F. Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME:Ar4TM-ot41-- l;;�- Phone Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: A-4-r ft w- t- F-t.6*-nkoj-. L-izo n..4E Name: Address: S&A Xµ tk CiT Address: Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. y ur(4)copies of the completed variance request form ur(4)copies of engineered plan submitted(e.g.septic system plans) mpleted seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian ur(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) gned letter stating that the property owner authorized you to represent him/her for this request plicant 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) D Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC C �/Ja6'.tP.�UQte/° �l�ealinerc�•Je��ices% J�iu. u 44 Commercial Street Raynham,MA 02767 Tel:(608)880-0233 Fax:(608)080.7232 INSPECTION AND TESTING AQFQJG1YIENT Agreement entered into by and between Wastewater Treatment Services,Irte.(herein called WTS)and the -- FASP System OWNER(lserela called OWNER)for the inspection by WTS of contain equipment of OWNER which is described below. Upon acceptance Of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at least 4 times per year with the first inspection beginning . These i inspections will includo: I 1) Testing of the sludge depth in the septic tank. 2) hlspeotion,power testing and clean/replace intako filter of tine air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST®System. ` S) Notify OWNER of Any problems encountered. 6) Service other than routine lnaintenaiice will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of health and Department of Environmental Protection!it writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance, Any additional labor Milo will be billed to the OWNER at current labor rates of$80.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5;00 PM and oil Saturdays;and at double time on Sundays and holidays, Emergency service ohargos will inolude.a ininimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel oliarges. The annual rato includes routine maintenanco,but does not includo repairs required for damages caused by abuso,accident,theft,acts of third persons,forces of stature,or alterations made,to tho equipment WTS shall scot bo rospoiislble for faiiure to reiidortlio agreed services if catised by strikos,labor disputes,non-cooporation by OWNER,or otlser factors beyond the control of WTS. OWNER understands slid agrees that WTS is not responsible for special,incidental or consequential daniages, Including but not limited to loss of time,injury to person or propoity,or equipment failure. OWNER agrees that WTS inay enter OWNER'S property and have acceptable access to all areas deckled by WTS to be,necessary or appropriate for WTS to perform its duties licreunder. Current WTS practice is to send OWNER approximately 10 clays before expiration of the term of the current contract fist lnvolce for 0110 year of service. It is OWNER's responsibility to timely return tine payinerit. WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. II i; Failure to return payment may result in susponsiorr of service,caneollntiou of the contract and/or nullification of warranties,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the,address given liereln, MANUFACTURER MODELNO. S13RIAL N0, LOCATION ANNUAL RATE PERMIT Blo-Miorobles MleroFAST Marstons Mills,MA $740.00 General-Denito Includes(4)Field Tests EQUIPMENT OWN.E Wastewater Treatment Services.Lite. `Signed by OWNh - Anthony Loone Signed: *Address: 23 Burnham Street 44 Commercial Street Raynharn,MA 02767 Tole:(508)880-0233 City: State: Zip: Fax:(508)880-7232 Marstons Mills MA 02648 Telephone —7��yp— 27!1 oa-a :t?( Effective Date of Agreement E-mail address: OWNER understands that this is a two year Agreement and that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-reftmdablo;and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the IFASTa System. I HAVE READ AND UNDERSTAND THE FORE G WING. *Signed by OWNER: 4 ftld Testing Onsite Costing will be performed quarterly for the first year,ar -2 timesLer-yearthere Results will be used to demonstrate that the systems ar*e operating at a secondary trea r 0 tng/L of GODS and TSS. The following will be performed: I) Visual examination of the effluent for color'.turbidity and effluent solids, 2) Effluent p1l to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen,2mg/L or more,too»suro that the system is operating. 4) 'turbidity,less that)or equal to 40 NTU. If the effluent does not tncot effluent quality standards,a grab sample will be collected for laboratory analysis. Results sent to stato and local Agencies as well as the OWNER, OWNER is responsible for providing acceptable access to effluent for field testing and/or to onable a grab sample to be taken for laboratory testing performed. If such laboratory sample Is required,OWNER will be responsible for charges inourred. IF REQUIRED,THE COST FOR THIS ADDITIONAL TESTING WILL BE$200,00/VI8IT. Effluent Testing Town requirements are four(4)grab samples per year for tite first 2 years for Nitrate,Nitrite,TKN,and'i'SS at a cost of$230.00/test. I *Approval for Testing , Owner's Signature Operator assigned: Michael Mo►-eatt Telephone: f508 880-0233 I 3. �s °aRF y � x, r x� 1 i F.9 t � �y ^r+ ¢ �t 313( r? Ah 3d Town of Barnstable P# ,Ptp� menQof Heattl!i, afee4y, zq'II. vironmenka�1 PublicHtealth Di�Ais><°on Date `367 Mein"Street,I-Iyaanis MA'02601' a RAxg!AD , °rf 6- h Date Scheduled 7 / 6 Time v 1M Fee Pat. Ur7•!;9 ®al Suitability Assess cento f®�° ►5 wgge Disposal s G f� Z� '(�Gi7 �G ✓�S Witnessed B : �.�i �/. `10 Performed By: } ,01 »:>:<:»;»>::>::s»»>:ss»»»s ,»p;::.. i Of .......::::::.;:•::•::::::.;:•n;;:.:.;:.;::::.,.::......... Owner's Name Location Address U ih�✓rNl J�; -e0 At M MI /Jf Address,. s to Assessor's Map/Par 1r Enginser's'Name 0 LA)cel: ^- e NEW CONSTRUCTION REPAIR Telephone# CSO� 36 d `i- 9 Land Use L a u//ti Slopes(0/0) Surface-Stones NGn Distances from: Open Water Body to 0 It Possible Wet Area �l G G tt Drinking Water Well 210-G It Drainage Way >100 ft Property Line > Z 0 ft Other ' " ft SKETCH:(Street name,dimensions of tot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) 1-0 'f NZ ek, � r6 X a , 2ID, 1 ' 4 G'��i I G u¢w�S Depth.to Bedrock > GG Parent material(geologic) Depth to Groundwater: Standing Water in Hole: J V /!� Weeping.from Pit Face Estimated Seasonal.High Groundwater. N/• ::::::.:�:.::::.::.::::.::>:;.:..:.;..:.:..,.:..•..,..;.:........:..;.:........:,•...;..,..'...,...,:,.:.,.,_,...:'• .`"`,:::'`is"'i%%':•:'�'"" -::+i>.'.,: .".'..•'....:..:."'ii' .......... Method Used: R in. De th.tocsoiPmottles: in. Depth Observed standing in obs.hole: p Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft index Weli#___._._ •Reading Date:_.___ Index Weli level••,_' Adj°lfactor %Adi.;Groundwater Level :::::::;:::::SS:iS;:;::;i4:`;;:;2;2:;;.:::f>:;:;:rRt :''i'`?ii43iSi?:>i�r?i•:::::::::,.;::....;..:::: r,,.�•::.� i:i-; ii:^;S :�:~i#:<isi:; ii....8�t�.` `'`ki#i....:..... Observation l Z Tim e.at. Hole#. /- .v. .• ..: 9-1 Depth of Perc 7211 Time ai 6" Start Pre-soak Time(3a Time;(9"-6") r , End Pre-soak „) `.., •; fr. _ Rate MinAnch >.o T�s.P•.: �. ` •� Site'SuitabitityAssessment: Site Passed Vr Site•Failed Additionalm,estin Needed M �!± Original: Public Health Division Observation Hole IData To t$e C.ornpleted'on`Back Copy: Applicant �, ;� ::::::.:4iik�i?i:•iii:�i:�i:ii ii::ii:'::.:;:::.�::::.:� ":.;:v.'::..•::.::,.:..:Y''.....:{.��:.,f::.,�;ii ��:::�':'�•�i:::: :c�v��:��'�:�:::::�:::i:::::i'}::^i;(:;:;:;:;:�.Ali::.��K'Ii7�:{:i:::::]:i::::(({:::::::: :::Jr`:?:{:::::�:ti'�::::i:�`::i:::::v;:i; !9+._rIrI.Ice oil Horizon Soil TR.Ufre >i T ISoil Color'ti 4'C 4 ' SoilOther (USDA), (Munsell) _ Mottling (Structure,Stones,Doulderes. (in.) e o } < SL /OYPw�� IL IS,y 7/3 zi. t' f1f �'A�i.fi_I..wf: :• .'ems 6 t.R♦_. r T i_"t!. 6 L.A 1r�'A E 'v:::�.:'�'�:v:i:'.�:,;,::::.;i n:::�:•,:��;:,� <::�'�.i:.::::::is}::::fii::i::i::i:!:i:ti.:�::y:{�:i:ii�......y�YYx... De th from Soil IIorizon' Soil" xture Soil Color Soil Other Surface in. a Mottling (Structure,Stones,Boulderes. ( ) v• (USD%.) (Munsell) o n °° e SL WyP31a u 120 Z Vepth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,St)nes,Boulderes. onsistena,O/o Gravel) S L l0Y 3 .j /ij jc S 21 y 01# ::.::.:::::.:........ J�(USDA) ....... .. Depth from Soil Horizonoil Texture Soil Color Soil tier �' (Munsell) Mottling (Structure,Stones,Boulderes. Surface(in.) Consistency,°o r e SL �GyR3 r. IU -Z�l SL 10YRy S,L i 3P 2y (o C , � v-I CZ -�,�, �,�.tea- ���. $Plo®slahngua�a,W IBa.te�lVla�t_ M Above 500 year flood?boundary,No. Yes it tr -*ithin-500 year.'boundary NO Yes iftiii'1OO MffFflood bbVhdary Nor .—,Yes--b ::t ptit of NaturaltOccurring Pervious Mgterial Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? -5�le `-�-- Itnot,what is the depth of°tiaturally occurring pervious material? Certification �— I rtify that on >/� (date)I liiave passed the soil evaluator examination approved by the liVepartmenl'df-EnsvirotiirtentalTPfo-tection_and,that:the"°above analysis wastperformed by,me.consistent.w:ith 4the required training,expertise andaexperience described in 310 CMR 15.017. Signature -Date �f 7/� r TOWN OF BARNSTABLE :ATION ��� 4rn L A.' SEWAGE # 001— VILLAGE /`!a / '/_t 6 ASSESSOR'S MAP LOT 04 INSTALLER'S NAME& PHONE NO. C� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS V .PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER &t__ DATE PERMIT ISSUED: DATE .COUPLIANCE ISSUED: VARIANCE GRANTED: Yes No r/� h� B �, �p yi `' -0 6 1 �i b A i �� .q����. l�^ R u No.a ......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...................OF........... 1 ..{ .------ - ....... Appliration for Disposal WorhD Tonstrnrtion Famit Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System at: ............ ._ ......- ------------ ............................................. L ca'on- ddres n or No. .p. ...LV Atj Al1J1----s-uAft j...F—M.....a Cz6 /^ �+�nw�er Ad s a ........ . . . ........ _..............-----.........----------------- ----,l 2`�1_._........ T 'N Installer Address d Type of Building 0/ �_ Z Size Lot._. _.l_�Ji..A. ..Sq-feet � V Dwelling—No. of Bedrooms............................................. Expansion Attic (�) Garbage Grinder ( ) Other—T e of Building .. No. of persons............................ Showers — Cafeteria Q' Other xtures ......................\............................................................................................................................... W Design Flow____...................................gallons per person per day. Total daily flow........7k.2-'0......................gallons. WSeptic Tank—Liquid capacitytMl..gallons Length. .... Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width�_I--------------_ - Total Length_.__. ........ Total Total leaching area....................sq. ft. Seepage Pit No---------- ------- Diameter....... Depth below inlet..... _........... Total leaching area..Z�. ..sq. ft. Z Other Distribution box (Y) Dosin tank ) 0-4 Percolation Test Results Performed by._ u __.. . .................................... Date.........5.111.91 1.4 Test Pit No. 1__....y___.minutes per inch Depth of Test Pit....__.to.....___ Depth to ground water........................ 44 Test Pit No. 2.........�_niinutes per inch Depth of Test Pit.......h2_...... Depth to ground water.....t7!................ ----------- O ........................................•......................................................... Description of Soil-----------_� �1 k.1�d ar.�`-•---•--------------- V ....................................................... !. �Ia _.........-....... { .... .......•••• ----- ------ ---- ------ --------------- - �t�l�114 x ------------------------ ---------- -------• -• .]. ---------•----------•-----............----- -----------••-•-••-------------------•---•..----•----------•------::......•••••. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issue y the board ealth. Signed ------------ --------------------- Date ApplicationApproved By••................,. . .................................................;..------•-------• ----- ----- Date Application Disapproved for the following reasons:.............................................................................................................._ ...........................•------•---------•--------------..........---------------------•-•------....--•-•--•......•....••-•----••---------------•--••--••-••-•••••••••---•••----••---•-•-••••--•-••-- Date 2_zf Permit No._. ----------------------------------------- Issued.-------- / % 2-1V Lf Fizic........d�........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH wu....................OF.............. _.F.:;;...... .............. Appliration for Mipoiial Works Tonstrudion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: M4 V40 M t I k ............. .................... ----- ....... ......I---- - - i..�Addre - - r L .... .. A . gk�j�.......#V iP- A 1J5T Owner W Address nstaller Address Type of Building Size Lot__. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons........................... Showers Cafeteria Otherfixtures ...................................................................................................................................................... Design Flow......5 ...............................gallons per person per day. Total daily flow.__..__Z ......................gallons. P4 Septic Tank—Liquid capacitylMO...gallons Length3V..... Width________________ Diameter____.____._____. Depth_____________.._ Disposal Trench—No_.................... Width ....... Total Length..........I......... Total leaching area............. sq ft Seepage Pit No-------------I------ Diameter___.._..__.______.__07* Depth below inlet_t............ Total leaching area..�4.:3�1W.-Sq.*ft.' ............. Z Other Distribution box (y ) Dosing tank Percolation Test Results Performed by..VA.V.........( ...................................... Date.........!�df.91......... Test Pit No. I......:I!n----minutesperinch Depth of Test Pit._..__Ik......... Depth to ground water________________________— 44 Test Pit No. 2.........k..minutes per inch Depth of Test Pit......./ ....... Depth to ground water..___"___._______..._. P4 ................--------------- ---- ............................................................................................................... 0Description of Soil............a.ffn.i......v,20 ..................................t I U .......................................*.... ..................C�.................A --------------------------------------------------------------------------------- 0 hie -------------------------------- ------- ...................................... ......��g........ �4 - _1' Ak-------C U Nature of Repairs or Alterations—Answer when applicable.......................................... .................................................... ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of A'I T 1E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed--------------------------'I.......................................................... .......................... -pate /e5 .................. Application Approved BY---_ ............ ....... ./ Date Application Disapproved for the following reasons:.............................................................................................................. ........................................................................................................................................................................................................ Date PermitNo.... ........................................ Issued..--------._ G. ........................... Dat THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............C.0��.o.............0 F........................ ......... ......................................... 01rdifirate of Toutpliana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by---------------------------------------------- -------------------------------------- - ---------------------------------------------------------------------- rr6i 1,i In_s_taIl le)r. ,G_ A W, sat.......... . /.n........ ......................................L............................................................... has been installed in accordance with the provisions of TIT-LE_ ofjh4§late Sanitary Code as d qe qihed in the application for Disposal Works Construction Permit No..___.__ dated--_ ................................... .............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................ .................. Inspector................... D---------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Na7.........o.. .....................................OF..".................................................................................. _73 G. FEE........................ Disposal Work.5 Tonstruction "pautit Permissionis hereby granted........................................................................................................................................ I to Construct r RepairDisposal Sjgenyj� /x , t ) an Inlividual Sewage- at No. 1V ........................................................................................................................;..................J/------ ..................... ;�- 2 Street 557 21 W as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ....................................................................................................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS APELICAIION O PERCOLATION TEST AND OBSERVATION PITS LOCATION 4,o,� Ra� AL. xa,/z NO. 7a2 VILLAGE JrI/l �.fy,Z DATE - FEE-APPLICANT ,,�. l�� ��.J� ADDRESS b TELEPHONE NO. (Non-refundable) ENGINEER TELEPHONE DATE SCHEDULED (Applicant' s signature) . . . . . . . o 0 0 0 0 0 • o • o 0 0 0 0 . e o o . . . o 0 0 . o 0 0 . . . . . . o . . . . . . . . . . . . o 0 0 0 . . . . . e • o • o . . . o o • o . . . . . . ASSESSOR'S M,&P LOT NO: SOIL LOG SUB-DIVISION NAME DATE Gj�g`��---� TIME 0 OK, EXPANSION AREA: YES NO _ MA Wae-w" G• ENGINEER TOWN WATER__j/PRIVATE WELL �� u��c BOARD OF HEALTH � GO EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, ' exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES: Zb•7� t i s N N .PERCOLATION ATE: TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: , 5 5 6 - _ 6 7 ' 00, _. 8 8 9 mad I M 9 10 10 11 11 12 12 13 13 14 14 15 15 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD _LEAC NG PITS_✓_ LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH ' COPY: RETAINED BY APPLICANT TOWN OF BARNSTABLE LOCATION r���/l'/'! �L / I` SEWAGE # VILLAGE (� r! �i ! ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. , ( SEPTIC TANK CAPACITY EACHING FACILITY:( (size) L tYPe) NO. OF BEDROOMS Y XPRIVATE WELL OR PUBLIC WATER BUILDER OR OWNERS DATE PERMIT ISSUED: DATE ,+COMPLIANCE ISSUED: all d c, VARIANCE GRANTED: Yes No I 10, Ivey r s J 1 qS- 162: •"`• �S. -'• ... y e. �...-. .ter VPrR I No.-- --1-= Fee. ----- BOARD OF HEALTH �j D3S TOWN OF BARNSTABLE A.pplicat ion,for V ell Cootruct ion permit Application is hereb mad for a permit to Construct,( ), Alter'( ), or Repair n individual Well at: � - -- u ' °`- - S -8 = ? -------- L_43_- Pcl 35 Location — Address Assessors Map and Parcel — Sze,e IA.trvToo/V ------- �3821_ Route 28 . windmill a%..,Marstons Mills. Owner Address __0�_ P.O. _Box 960, Mashpee, Ma. Installer — Driller -�—------ —�� Address -- — Type of Building Dwelling Other -Type of Building ------ --- No. of Persons--- Typeof Well-- ---- - ------- Capacityl5 ga1s. per minute — — Purpose of Well LLSJC------ A - --- --- Agreement: The undersigned agrees to install the aforedescribed,individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation untttiil a Certificate of Com 'ante has been issued by the Board of Health. Signed L�-- _ ---�,c o7�c� 6k2At dat Application Approved By —�'�2-'�h—� —-- - - — - -- 9-7 - date Application Disapproved for the following reasons:---- - — q Q �� date Permit No.—NA� -` — Issued ---- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS I CERTIFY, That the Individual ell Constructed ( ), Altered ( ), or Repaired ( ) Installer p I 01_8_ W �.� has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. g---�-Dated-214-53 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— —_—_—--— ----—-------- Inspector-------- -__—__--- -_—__ - — BOARD OF HEALTH TOWN OF BARNSTABLE Vell Co0tructionPermit No. -- Fee ----- Permission is hereby granted - 6 to Construct (`Alter ( ), or Repair ( ) an Ip4ividual We11 at:No. MA ( c Street ---------- as shown on the application for a Well Construction Permit No. Dated--- --- Board of Health DATE ------____-- + • _„ � Via`�� . � �:_� ��. �rr_:_y.- ..;�-F i::...,�,.M.,+�� ` J< +► ice. Vpre j No. --- Fee., ---=- �. BOARD OF HEALTH ' TOWN OF BARNSTABLE r Rpplication.-*rIPP11 CootructconPermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (- )an individual Well at: • /� 1_tJv �[I _Maxim_Al-- Prl Location — Address y Assessors Map and Parcel — /2 ------B?.1 Rntit-a 78_,—TnTiaj(3mj 1 1 _Cnr dar�i s,rs- _- "---=. -- _ � Mills. Owner Address ` n. / P.O. Box 960, Mashme, Ma. x« - .�j n.,,..�P_ _L.a n /_ 1s L_� �-------- - - -_—--- - --=---------- - - --------- Installer — Driller Address Type of Building Dwelling--------j-61 - -- �-? -.-- -- Other - Type of Building------------------ No. of Persons--- ------------- Type of Well-- --- ---! ( ) Capacity --__-- r Purpose of Well-- 4n-1-- _-r-------_____- E Agreement: The undersigned agrees to-install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate/of Compliance has been issued by the Board of Health. Signed �lv ,�, /� ��� —L,c �- r l /) — i/ date i c— ' Application Approved By---�"-.�--- � _ �--- ---- -� �' -7 j - _. date Application Disapproved.for the following reasons:==------------------------=-------------------- T1 / —— — date Permit No.- — - - - — Issued ----- -/1--7- Li - —_— � t r date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by— ? t. .— Ann� ------------------------------------------------- --- - ---___--- _ -- — 1' Installer`// at--- — --. - -- 1---------- - -_ "�--- {1---t-- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. =—r= Dated-? :==7�? THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM.WILL FUNCTION SATISFACTORY. DATE -------- - -- - - -- - - Inspector— - - -- ---------_ __ --—-- BOARD OF HEALTH TOWN OF BARNSTABLE Yell con5truct ion Permit No. 1------ ---{--- Fee-- Permission is hereby granted---` ---- �"- = --= = "-' ^^ --- to Construct (+.f�, Alter ( ), or Repair ( ) an Individual Well at: t !^ Street as shown on the application for a Well Construction Permit No. \tJ�Sl -- — Dated Board of Health DATE----— - - -- - - -- - -__------ `� r _ y ENVIROTECH LABORATORIES _ 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 Steve Huntoon Lot 19 Burnham St, = CLIENT: LOCATION: ADDRESS: Bui ing Win mi Sq. Rte 28 Marstons Mills, MA rl Marstons Mills, MA 02648 . COLLECTED BY: D. Muckey SAMPLE DATE: 7/12/89 TIME: 12 PM = DATE RECEIVED: 7 13 89 SAMPLE ID: ET 474 JOB u: New Well WELL DEPTH: 63 ft .= RESULTS OF ANALYSIS: Parameter Units Recommended limit Result _ Coliform bacteria/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 5.74 = ;` Conductance umhos/cm 500 62 — Sodium mg/L 20.0 6.9 = Nitrate-N mg/L 10.0 ,27 Iron mg/L 0.3 .06 Manganese mg/L 0.05 rE — ;r Hardness mg/L as CaCO 3 500 Sulfate mg/L 250 — Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride -mg/L 250 - - - — Turbidity NTU 5.0 Color APC units 15.0 c: Background bacteria COMMENT: _ r YES NO WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETER TESTED. E X9 DATE 7 — �L_ . . . . ;ilUtUtWifUliUituUUilflUitUlif!! ���~ �d �4e rlrl� ��111titfitiiti[ftitf[ititttitittiiittiitiititittfitittiimitttitiitititmititiitttiifitttittttiiiittiff(iitiiitti"iiiitttiti"iiiSiSttiitltiitiiiiii(iitititiitiftitiiiiiiSitTtiititiftiiti,RttittSt(itiitttiittiitiiiittttitii{it(tttll/�, ENVIROTECH LABORATORIES 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Steve Huntoon LOCATION: Lot 19 Burnham St. ADDRESS: Building 10 3821 Windmiii Sq. Rte 28 Marstons Mills, MA Marstons Mills, MA 02648 . COLLECTED BY: D. Muckey SAMPLE DATE: 7/12/89 TIME: 12 PM DATE RECEIVED: 7 13 89 SAMPLE ID: ET 474 JOB #: New Well WELL DEPTH: 63 ft i > RESULTS OF ANALYSIS: EParameter Units Recommended limit Result .= Coliform bacteria/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 5.74 ;~ Conductance umhos/cm 500 62 Sodium mg/L 20.0 6.9 Nitrate-N mg/L 10.0 .27 Iron mg/L 0.3 ,06 Manganese mg/L 0.05 Hardness mg/L as CaCO 500 >=: 3 EE Sulfate mg/L . 250 Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 Turbidity NTU 5.0 �II Color APC units 15.0 Background bacteria ;= _ COMMENT: c c - YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETER TESTED. XKk 0 DATE 7 '/,iIlIUIU{11Ultlttl!!lltlitillltlUl!!ltlt1U11Ullttltlltllllllitlti!lllUltll!!lIlltltll!!!!t!!!!!!!t!!!lttltf;!!!f!!!!!t!!lltlitllltillUtlt!!1!!lltiL'!tl!!t!!t tlUll!!!!t!L!!!!!Wl!!ltlilUit!!!!!!!!!tllWltlllllllllllUi!l111���� c r SHEET I OF 2 W i T+•-1 t (..� I Vie:a' Z�-� ___.... 1 Lp We LL. Lc>' T All 5 ' 1 LoTI c') d 'L Tp 2 I I • ! r ! Q i " SITE SE WER PLAN " ry FOR WILUAM y ; y WAH �s 4VICIC 6 No. 197/10 fCrSTE�� 1...�T" l �„� �".;�:_..:�'��.�1.t-•.�� t� Imo" PROFESSIONAL LAND SURVEYOR ZONE.' Scale: 1 " - Da te: ,�z zle t __. s ASSESSORS MAP.. .. pr S BENCHMARK DATUM.- FLOOD ZONE.• �1 . �� � ' ." Wm. M. Warwick & Assoc. Inc. Panel No: 213 Old Main Road Box 801 PLAN REF.' 4.G -3 Iry! 95 ec; e� WATER SO URCE North Falmouth, Mass 02556 � T'� ��� �1�.r�;��.,, �b --- (617) 563 - 2638 DISC- JOB. DWG: BY --- ,:t lr 83, TYPICAL S YST1�11!1 PROF II_IL' SHEET 2 OF 25 1 ST. FL. Z," t',dv:1. lL4N044 ,LN'p WA iC!!Ii,.11! } / 31' IANA Rr:ERi• i^11�.":'d k Mb4 TM14 1 8v o 785 rJvrr�:l��l�,� 1tiJTo AS RG6. ,�; ph"!A i0 -FADF. 75. W,Sh .'.R.4D£ /St- TN i / .(i `r L►. CL 3 HOW LINE _ �rl,.a0 q'%'VCPOO. iFE IOO •N—�OG r !'I Jtt—Lh£ I 0AOIN - - 75.Z(o I voU �- r X' 74•38 ........ . SET'TIC TANK '7a-lo' ::..:..FUND .. •.:• L 04DJNG :. .'.:•::. NOTf: DESIGN DON TO BF ... •• l v0o • ••• �'•.. DESIGNED fiY OTHERS SFRAC SANK d D-BOY Iv BE •••• • GAL, ••.•..•••. E. INSTALLED ON A LEWL, SIABLE SASE. 24• C(JN,^. MAM'i71E I`ONR OAT/79R/iT •••••.••• •..•..•••. `-! , .7/± !'.'. r7t4.u( ,4 •,,tcR I! R4.fr i •::. LEACH BASIN ....... LEACH BASIN SECTION ,ANd f SL.4(:,1 RR.:N d 4Ci?T4R. •• �JC/Y.SE'i A:;N,?p 7'�/7R7N:: .ci ,:1?4G4. � ••••• .;.• ADIF7 WOV DL TO ORA;J.. IF OrS.i:.J .• t,:a - Erru.ENr s > r,lAV ,a,•; ........ LEVEL BASE ..... Flh!Sh GRADE r ZQ FLJW ClN£ 2-' OF 1/lf,: J O 1/2•: . • WASHED i-CAS7ONE, •: :•• FREE Of IRON::;. F1NL S & % '�• DU>r IN PLAi;L. 314' rr) 1112'• (JEAN 'SPE(,'W NOrES' WASHED CRDSFiED 5,T01V , F1, E Ot 1f'Otva PNL. , & — — LEVEL. BASE r)1i;;r !N L'LAr"E. E+ �- FT. 7 Fr Z FT FT EFrECnvr OlAMCTr f Y (NOT TO E.4CE£D J nMES.EFl v,n✓E DERM) 4n GENERAL CONSTRUCTION NO TEE SEPTIC TANK, DISTRIBUTION BOX, LEA i H BASIN TO BE S r/). 7)HL C'A >T R["INF c>>Ri:a:LJ i'r:)NC-i ETf UNITS OR EQUAL. CONCRETE- 5000 P.I.S. 28 UAYS, :;FEEL: ASTM-A -6I.7;-6S cRADF rin. ti- 1(1 I C7Af)ING UNLE.S.S NoiED. ALL SEWER LINES TO BE 4" P. V.C. SC'H. 40 PIPE`. i:,L 0T_7? iDINT:,. INVERTS Tc. ;:.i:IN('RE TC TO RE PARGED & WATER TIGHT. MINIMUM PIPE PITCH TO L.EACHINC UNI7: 114'%F1. LiNI FPS lNI_)IC:A7 --L) OTfI -RW.tiC• ALL SYSTEM COMPONENTS SHALL BE INSTALLLD IN AC 'OROANr:L TO 7HE :;7`A7E ENVIRONMENTAL CODE, TITLE V, THE MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE Cf-ITORVE ON JULY 1, 1977, AT COMPLETION OF CONSTRUCTION, PRIOR TO RAC,KFILLINC, THE TjOAPD OF DEAL TH SHALI. BE NOTIFIED FOR AN INSPECTION. ( WM. M. W.ARWICK & ASSO('. INC. 70 RF NOTIFIED IN TOWN5.) ANY CHANGES T0, THIS PLAN MUST BE APPROVCD BY 7HE ROARD Of HFAL TII ,ec WM. M. WARW'IC:'K c4 A.SSt`)C INC. SOIL & P.EIRCOLA TIO N .D.A TA TT:S,T PIT # 1 TT ST PIT # 0, EL. PERC. RA TE: 2. MIN../IN. 7288 �t TEST PIT ELEV.: PERC. DEPTH, "2t DA TE. _ / � A h I --- TEST BY- ?2 I`L IAA ►J M t:�A I..J U f WI TNESSED B Y: 7, U �j I..! I k1 G HEALTH AGENT R.0.H. El.. (0 3,,O o EL• l J DESIGN DATA = } GPOU.ND WA TER WAS 0•rEN000NTERED AT A DEPTH OF '1OFT, NUMBER OF BEDROOMS: 2 GARBAGE 'DISPOSAL: EST. TOTAL DA/L Y EFFLUENT Z 2E� _ CPD SIT. & SE WER PLAN " SEPTIC TANK REQUIRED: I ovo CAL t Fox - SEPTIC TANK PROVIDED: 6A1 •' SIDEWALL AREA GA1 ./SO.F 1. BOTTOM AREA l - LJ GAL./��SQ I-.T Lo T- l eJ ' LEACH REQUIRED Z z o LEACH PROVIDED z 33. 3 SO. FT 44o GAL• Seale. As Shown Date. lv�, o,•� z z, t��9 BRU E -�� M WarwJ'ck & .Assoc, Inc. No. 213 Old Main Road Box 801 North FCtL11L02.1.t/1, Mass 02556 P FESSIO AL SANITARIAN (617 ) 563 - 2638 SHEET I, OFA2 ; T ' d ct :f " '7 F y- / S x Y / xsi Y ; 0 m ... G 1 c ail F --�::: ot k' Q &fin vl• �h Lr2oM ou�r.l�i) _ f%r L o 7 .r p VI p q Ay4 . t acr SITE &c SEWER PLAN � 4 LoT I T> i Of FOR VdILUAM 1�jA p2o♦= S�,D , WARWICif ( � No. 19771 ' {•--1 1/ GtSTE�``� sd > PROFESSIONAL LAND SURVEYOR w � ZONE , �-�• Scale.-1 e: � �� = Date: �,''z Z/6 go, ASSESSORS MAP. r7c t.., 3 S \0", BENCHMARK DATUM. FLOOD ZONE: � ,� _ ,-,� ,, �, Wm. M. Warwick & Assoc. Inc. : Panel No: 213 Old Main Road Box .801 ,E PLAN REF.- LG . ao:p► P-)4 North. Falnwuth, Mass 02556 ' WATER SOURCE: T.:��&.J �,�i�..-r�� �.� _—_ ----- —._ (617) 563 2638 DISC.• JOB. D JFG: B Y. .,, SHEET I . OF12 W ilk, XI of ; Wm. M. Warwick & Assoc. Inca_3. t YL �j 1 f 1FJ-4Y` 4 ,r C.T mac. o - V N 5 rt c, rAQ K. o , aGATcCAJ tt t AS-j�Ull,T � •G►..KD• 1 r JJ \ { rami -.I rot � r F�"t:.F'- gyp• k' x4 V� _ K (rtZonn oujNF-iZ) _ �, r\ I I .�sT� k LoT- A � flx, TP 7.1 . • ,, - l ,'r .��. OY Jam• O '._._6d__�.. ..- r t -3 .s�, �&� . fi'Izo PoS�D I .x 55', SITE & SE WER PLAN �F ra C6�,E'a'"� �� 7'�A� FOR _ WILUAM s� 5�.- P 20 sE zi fS z� \Fs,�9fGTER`� ratt s PROFESSIONAL LAND SURVEYOR ZONE.• .. Scale: I '� _ Date: ASSESSORS MAP: ¢� p�sr. 3 S BENCHMARK DATUM. FLOOD ZONE: �3�,J - F-1�,. ��r�IJ �.®, Panel No: 213 Old Main Road Box 801 PLAN REF- L-c . ��► e)ea � -r TVATER SOURCE. North_ Falmouth, Mass 02556 �rf; m1•�` :* — =--- (617) 563 2638 DISC.- JOB: D iYG: B Y. - • �tiV • r , •� RAILING NOT SHOWN FOR CLAIRITT NON DECK 1.6 COMPOSITE •• DECKING - o 0 ' o C c 3. 3' OPTIONAL n ANOERSEFWG N Op f06B _ NEW . � FAMILY R.M. PIED. r SINK O I © 1 1 SKYLT. DER to ��(( IF11QQQ-allllll L_�O 4 ZT. I- - �V I+ KITCHEN/DINING SHELP O '� ABOV 2,j _ O DIRECT 1[�7 - F/`IN OPEN , RAIL II Q I \ _ £CV``�J\ TIFJ`7 I RETIOVE EK_SLIDER lJ 1-a � DP HUD RH. _I - - •S I ENTRY ° VQo _ a W r ABOVE . - Ex.GAS METER . 70 BE RELOCATED I 1 C' OP WI . P EX- LIVING 51c� LIVING RH. - ( GARAGE PVRGfJ IX.CHIMNEY LOVE t REPLACE NEW � O w ' DECKIg TE WINDOWS o U REMOVE t REPLACE NEW r z W E"d ow 1E401 1 / COVERED CFI POR W d W70 Ixi COMPOSITE DECKING z w x / - z�4z d— oo�E RAPS POST TRIM-FAINTED WINDOW SCHEDULE � � PROPOSED ADDITION EXISTING/RENOVATED SYM. MANUFACTURER'S UNIT ROUGH OPENING REMARKS w E-4 FIRST FLOOR PLAN A AJDOW C125 2'-0 5/8'a'-4 7/87 z SrXE:'M"ra E1 ANDSM 2852 2'-10 11C.5'-4 7/8' INDICATES NEW WALL CONSTRUCTION C ANDERSON SE6055 6'-O'.B'-4 13/16, D ANDERSEN RV2846 28 1/fx46 1/2' x/REMOTE KEY PA) . E ANDERSEN CXW13 S-0 I/2'x3'-0 I/Z- F ANDERSEN 24210(SERIES 200) T-6 1/8'.4'-1 7/8' UATf. oti:4/or u 1Y2863�/FCO28 TO MFR SPECS RENS'.1N5 H AIDERSEN 1W2442 I'-6 1/8'.4'-4 7/8' J ANDERSEN TW242)0 2'-6 1/8-.3'-0 7/8' DP.tYJl3 $" K ANOERSEN TW2446-W-31046-2446 70 LOR SPECS DRA'WN F' e:D NOTES- ' 1. SEE ELEVATIONS FOR GRILLE PATTERNS. 2. GRILLE STYLE TO BE DETERMINED BY OWNER A 3. PROVIDE INSECT SCREENS H 4. HARDWARE TO BE SELECTED BY OWNER ••G.C.TO VERIFY ROUGH OPENINGS OF WINDOWS PRIOR TO FRAMING Wow N O r m b 36'e4B' FIBERGL. F==4 SNOWED WITH n F O Q�N +� Gl./155 DOOR JAGIJIIJ . . I— BY OWNER FIBERGL. I z SHOWER IX.I E - z w/GLA55 ENCLOSURER N rrQ]7` LINOI , - O a 9LL NEWO ON D . �--- •Q eA-ru BE, D2�••IOOM D BE ROOH�_Y Z 5. 1 � Q O SKYLT I Sic (/] xo _ - +• _OP_TIONAL _O_PTIONAL W m G GACn tE ROOT A- I A a a= I I I 1 1 Q OW Y O W 1 owWd O I CENTER ON G BLE ¢ F DOOR SCHEDULE_, ,CsHOLCADRE >Wrna • �- N.C.-HOLLOW CORE ,_ L4 WALL THICKNESS UNLESS NOTED OTHERWISE PROPOSED ADDITION• E%15nNG/RENOVATED Q SYM. MFR'S UNIT WIDTH HEIGHT THKNE55 REMARKS JW cn SECOND FLOOR PLAN le ROUGE VALLEY 4662(IG) 2'-B' 6'-e' 1315 z^P4 0 SCAISIH'�1'd I ROUGE VALLEY 412(IG) 3'-D' i•-e' 1 3/5 E w 2 ANDERSEN FWN 316B 3'-I' i'-e' 1 3/5 ~n- 1-4 �aQ7'� INTWTI012 ODORS TO Q 2 A 3 tV.TOi OOLnNC 5'-0' i'-e' 1 3/B BY FOLD' .d'IW� . 4 i 2'-4' G'-B' 1 3/6 M 5 2'-D' i'-e' 1 3/5 FIRE RATED DOOR `fw-I L 2'-D' i'-e' 1 5/5 7 2'-B' c'-e' 1 3/6 e "'. 7'-0' w/12'H.14 LT TRANSOM q 2•-6' 6'-B• 1 3/5 MY OR- to 2'-O• i'-B' I JDAM 05/2#/0# 11 - 2'-6� L'-D' 1 3/5 PKT DR kF47GIDNS NOTE, 1. SEE ELEVATIONS FOR CR I-LE PATTERNS ON ANDERSE14 DOORS r,P..krl 6/ 2. ALL INTERIOR DOORS TO MATCH EXISTING, UNLESS NOTED OTHERWISE HARDWARE NOTES: • 1. ALL PRIVACY LOCATIONS(BEDROOMS k BATHS)TO RECEIVE BALDWIN SOLID BRASS 9425(ECC KNOB)OR EQUAL SERIES PRIVACY SEL WITH MATCHINO SOLID BRASS HINGES. 2. ALL OTHER LOCARONS TO RECEIVE BA),DWIN 5225 OR EQUAL SERIES PASSAGE SEC. '/ITI MATCHING SOLD BRASS WNGES �� EXIMIOR DOOR HARDWARE SCHEDULE ' TO BE DETERMINED BY OWNER i. FIELD LOCATE e' DIA.TONG. SONOTUBE, TYP. 2-P.T.2.e GIRT - - `/O TYPICAL VERIFY IN FIELD 4. FOR SEPTIC LOCATION ' 1 0 CONTINUOUS - o 2.i P.T.SILL PLATEeSILL INSUL. I wA,12'DIA GALV.AM.•V-O.O.C.MAX ON. PKT-TYP. 2-P.T.2.e GIRT -1 T/1 0 3 1/2•CONIC. FILLED STEEL LALL7 COLUMN ON ' s / I BO'xao•X12' ——————————— m I CONIC.FTG.Ty —r Iw _ II 1�` i I r. 1 2-P. .21e GIRT Bn.PKT-TYP - I i j Z IQn r • I MIN.BRG.4' I - I I I I L — — — --- OF EX. t t 1I IIIIlI 2.°itnCi n - L I eONI roIG.tic.-wnLL I F�i CJ.�t.T., � NE DIG :•a cz CON wi'4IOCI —IIIIIg -_ H•ELD LOCATE DIA.CONC. SONOTUBE,TY P. = r 1 rK 1 .LOi EPDXY 1 D.C.I NELS ' 2�7 I o I LV J BASEMENT L I nJ I I z A I vT 9 1/2'CONIC.S OVER I 1 - � Z _ JR.. MIL P0.7 V OR BARRIE1.12 P,°1.., I m i OVER i•conPAtTEv GRAv r (�1 .( SI L�/� 0' . I I t I ILl ----- ILBH. PKT-TTP.�� I -I GIRT L A �� �.�r-�1 A 00, gz; L 3 1/2'CONIC. I FILLED I � : I tALLr COLUMN, TTP. (Lc) Fd� noN Mn \ � o I . I x I _eCo�NrINOUOUS C.WALLrxk yW . ON I6•.10'CONIC.F'fG. I,' V1 fr r_AAGF I __ - EPDXY ld" 4•CONC.SLAB u✓ I 2- 4 DOWELS•IT'O.C. 1j, i'.i•10/10 WWn ONCOMPACTED GRAVELa� D E'a I I 2-P.T,2.B GIRT 'I SONOTUBE, TYP. O - W I ' I a I I ai I I zzao - I m DROP I WALL 12' I I -2-P. . 5 GIRT _ O T: W Ems- E- `------�-------- I r— I r—� r— qEq- a��---- — ——————— —�-- L J L J T L J L J L 12•DIA.CONC. SONOTUBE ON Icy 24'I04'.12'CONC.FTG. i'- w H - - - - z O"-O' NOTE. _ NFJM CRAWL SPACE IN LIEU OF PROPOSED ADOTICN EXISTING/RENOVATED F1'`L B45EMENT NOTE.G.C.TO ADJUST TOP OF WALL MTE OS/t!/oI FOUNDATION PLAN TO ALLOW FOR PROPER ALIGNMENT OF EXISTING FLOOR TO NEW FLOOR . ScuE'.tfr a ra n^^E�".S-•L"I15 /-R.A'X4 w ' ORA?;I'JC NQ, A6 Li cu _-_ -__--_ .� r•n fly l V()f'� � � Do V __ Cn ED 1 �M jti 0-= wm.mmm r------ I 46 — — l I --- �i p., I r� C7 � A RENOVATIONS FOR THE LEONE RESIDENCE , MARSTONS MILLS, MA. Q a GENERAL NOTES (See also Project Specifications): 6. Existing surfaces disturbed during the course of the Work shall be reconstructed and ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS finished to match adjoining surfaces. Patched areas shell be finished in such a manner ON to provide visual and structural continuity across the entire affected surface. sa. AxcrroR mLr rr roDrr e-+c�g�-- ROM-M A-1 TITLE SHEET..r. AgaVx inass nec. [AG LAC BOLT 1. The General Conditions state that the Contract Documents are complimentary. D.Ali voids created or surfaces disturbed resulting from cutting, removal or installation of ACT Acou=C,L TD3 ux. LumrATe sRcnoa wDICAToa-Lelrzn SP-1 SITE PLAN 2. Provide the services of a Massachusetts Registered Surveyor to le n element. as part of the Work shell be filled and finished to match adjoining construction. el.or AIr uv. uvAroar Dr TOP InIP OP CDtCLR INDICATRa A-2 FIRST FLOOR PLAN gl yer layout structure O SIL¢ ..a ANODIZE➢ Tas DPRCni.SRCIION. rtlR NlI10R6 and establish existing elevations. Elevation of finished floor shall be established by 10. Except as provided in the Documents, no structural member or element shall be cut • AT rrw rAxurAcltmm Arm Leszw m TrD:sarror eAu+ A-.3 SECOND FLOOR PLAN P Pro smn eesgdffire r.o. resoxRr oParRve Architect with elevation Information provided by Surveyor. without written approval of the Architect. The General Contractor shall coordinate all air sinnaees rAr. rATsauL avDlaLvg rvm Drc.ox wmcx A-Q. ELEVATIONS O r, 3. The General Contractor is responsible for all the work. cutting Rod shall advise the Architect of any potential conflicts with new or existing Dxiuxc m�a.•mrc rm.Tt GAL 'ram LTfON`sP� A—5 ELEVATIONS W am Rormr rim Lm+nmx New sPOT sUvenoa FOUNDATION PLAN 4. � A.Build and install parts of the Work level, plumb, equate and in correct position. �'roCtrrr 8' ee w. sonar or wAu. ameo ^-'-'- ®Gs•Inrc spar—ATmx A-6 B. Make Joints tight and neat. If such is impossible, apply moldings, sealant or other It. Demolition work shall only be carried out once all temporary shoring and bracing is Vas Ro xurmsa ��a,° New coxrouRs A-7 FIRST FLOOR FRAMING PLAN 'Z 1 y place. Removal of all temporary supports ew s �G B1mDp1C N01L N01@'A'' SECOND FLOOR FRAMING PLAN joint treatment as duetted b Architect. p y pports shell be completed only after n work is cure cP•r ceaPer a,.c. 'NOT Di LowrRAcr "` �+°mNrova A-8 C. Under potentially damp conditions,provide galvanic insulation between different and complete. �^ cAs�r) o�s. NOT re sru s $ wo�c ma: A ROOF FRAMING PLAN metals which are not adjacent on the galvanic scale. ctc �G° oa °ovN ^ cow crogp�Ay�a A-10 CROSS SECTIONS D. Apply protective finish to parts of the Work before concealing them. For example, 12. All materials, equipment and workmanship shall conform to the requirements of qpg �gn. optic. opisRse l� REFgRZNC RD LDrgs aint door to bottoms, glazing authorities having Jurisdiction of the Work, coL caLmm urn•. PADrs p pa, g uLg stops,glazing rebates, end hardware cutouts before core. warners erD PADnxD Roar NDvexg ' hanging doors,and paint corrodible mounting plates before installing parts over them. 13.All materials ead equipment shall comply with the Occupational Safety and Health Act, crlr conrnere resaxar esr PrL PANG. > W Cn E. Where accessories are required in order to install parts of the Work in usable form. including all amendments. caasr. coxsmucnoa PABr. PAImrI.N O Dsoa NUr®RR C) and to make the Work perform properly, provide such accessories. If special toots w cod U�ROL/°Vcoxsnt.fsorr i'L i'LATE6R � wwoow ryes are required to maintain, adjust and repair 14. All materials and equipment shall conform to the requirements of authorities having . cONrROLssuNR P,.n Pr.Asrc uimUi6 q Jproducts, provide them. 1 W F. Follow manufacturer's instructions for assembling, installing and us jurisdiction regarding not using or installing asbestos or asbestos-contaiairrg materials. Der. Da- PIaG. Pwlmsa L� wAu nvs _ W adjusting 1•ing products. Du Drermrae PLTwD PLnraoD Do not install products in a manner contrary to the manufacturers instructions 15. All t used on all Out DD®t®Oa P.T. PDffiWAfi xRuzD Z pain products and assemblies shall conform to Minimize Dry OR DOOR / rni m°zR"wNDICAT2N®EVAnON \ unless authorized in writ' b the Architect. Specifications for Paints end Coat" q'T" pV°�roe � mg y p urge Accessible to Children to Minimize Dry Film Toxicity. DR Douauxmc NBgT RRQUDWa G1J7 Nureee a WrTER Dmlceres 'z Qr O G.Adjust and operate all items of equipment, leaving them fully ready for use. DRw@ Dwwrn g®. r�rc®rAToa VV r"x DaAwsIC wluee rr� 16. All warranties,guarantees and service maintenance agreements shall commence on the DWG(.) DRAwsc(s) age. RRVL4roas '�[-� H.The division of the Documents into Architectural, Structural, Electrical, Mechanical, agL' eLzvenoxs ARx IaCA1ED DD" DRDQuRG roUNTAD! g WSZR Plumbing end E- C tom y date of Substantial Completion of the Work or of the item being guaranteed,whichever is RxaLnox wwr W (n ng components is not intended as division of the Work b trade or DLvwASlaar RD mor DxAm later. so that the Owner may receive full use of the item for the guarantee or warranty vacs orersc(uJ ax. Roos otherwise. CDNCRRTE-PLV!OR 3NCxON period. BL ZLEVIUOlr Sze ROUGH OP6NDIG 1--1 ���.!llQ---rrr,,, I. Provide utility installations from lot line to house including underground electrical. Z 6 I 5® �InR swcx-PLWs oR sRcnoxs water, telephone and CATV to comply with all local codes and requirements. 17. GENERAL WORK TO DE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: W gguy SP . sPReme=xs coNGRM gmpc Q W J. Concrete shall have compressive strength of 3000 psi® 28 days for walls and A. Seal cracks and openings to make the exterior skin of the building tight to water and EX13i. E O7,1. . wwDGRT ME PUNS OR secnoxs 3500 psi i ® slab work, and reinforcingm wast, .� rods &woven wire fabric (WWF) per drawings. air entry. u mac. �exsoa loon semen max Ix Where noted. provide hard steel trowel l tlnlsII on slabs. B. Provide adequate blocking. bracing, mailers, fastenings and other supports to install a Dr. ® Dr¢t,tANGR srwls W and Dampproofing shall be factory manufactured semi-mastic consistency from asphalts parts of the work securely. Blocking,bracing, milers, fastenings and other supports ®'aooa RusP. srsPmmND ® ROUGH tiniest n E z mineral fibers, ad installed on all walls and footings. shall be of a type not subject to deterioration or weakening as the result of rp NINE r - ram°saofror ® Pgasrr LmmeR Piers for decks shell he concrete filled Sonotube forms. environmental conditions or aging. r.e.o. PDaRISHED m awNRR TAC TexesEaessevs PR Pafw wATDICUtsI®t Tee. TOP OP POUNDAnaP DiDUTAnON-RIGm 4. The General Contractor shall verify all dimensions at the site and shall notify the C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes a ytooa(urcl T.o.w. -or wAu. ead other products rums rwoRrscBrr Architect of discrepancies before i Pr pass through or are being removed from existing construction. T TrmAD ® msuunox-sen anyproceeding with the Work or in items materials rt reef rn. easia D. Provide chew furred spaces, trenches, covers, pits, foundations and other rtc. rwora+c or equipment.Verify critical dimensions in the field before fabricating items which must stirs. uNrarL9H® RANru [it ado construction a ) PPD. rouxnArsN adjoining construction. required m conjunction with the Work. it such construction is not nma PDaReD(Dm) vtr, vs"t a PDDD EM shown OII the Drawings. 'ill' " GarPAGr GRAVgL tocoordinate with Architect for sizes and placement. c oAs ,rcy votTL rsra roN T� 5. All details are typical unless otherwise noted and are not necessarily shown in the E. Provide and coordinate access doors and pmeI.as required for access to OALY. °A'•°'w® - -r q equipment cc cv�saAL maTwcloa 'vie vDm WALL mveeRwe wmn®wmR rasa Documents at all locations where they occur. requiring adjustment, inspection, maintenance o other ac and as required for access cL cuss/cum+c wA18R Lraser a � wmg/front — — PROPRRn LMR to spaces not otherwise accessible, such as attics and crawls spec OR GRADDIG fete .lhl`_ OS P4 04 8. The Architectural Documents govern the location of all Electrical end Mechanical Items ° c RD. cvPsur BOARD w/ —_— ceNr®+"Na 1 F. Check Drawings and.manufaatwers' literature for requirements fors bases, pads, and w/a xmx,u installed as a part o[the Work. aseD i u 1*X D f f.r. f0D®xmN rse other supporting structures. 'Provide such structures. Remove supporting at-Lures HWFD HARDWOOD wg ooD c.���.;!; 7. Existing items which are not to be removed and are damaged or removed is the course associated with removed xvAc NrwTD+c.vrDimwrDr°. equipment end patch remaining surfaces. e,w coaDmoawc of the Work shall be repaired and replaced in like new condition without cost. G. As part of one year warranty specified in the General Conditions, repair cracks and aARDwco other damage which occur as a result of settlement and shrinkage during the lust year NOT lmGHT after Substantial Completion. wcm, DO— 18. All work shall conform to the . anlMOR DRAWINGS ARE applicable projects, pas nt the attention State Building raovr REPRESENTATIONAL ONLY • Code. Sixth Edition. For residential projects, particular attention shall be paid to Chapter 36 - One&Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structural i•;�:flti, Members"• DO N O T . SCALE Al DRAWINGS IL REVISIONS: LOCUS INFORMATION NO. DATE DESC. 7EP N — �O 14 I CURRENT OWNER: ANTHONY M. &ELEANOR P.LEONE 90 TITLE REFERENCE: GERT. 118082 WAKEBY RO — PLAN REFERENCE: L.C. 35186-8 — A ASSESSORS MAP: 43 LOCUS N�Z= 28 — . �y PARCEL 35 I OLD POST RD I� ZONING DISTRICT: RF — SETBACKS: FRONT 30' SIDE 15' REAR 15' 28 MINIMUM LOT SIZE: 87.120 S.F. OVERLAY DISTRICT: ZONE 11&WP LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE FEMA FLOOD ZONE "C"AS SHOWN ON FLOOD MAP PROFESSIONAL KNOWLEDGE, INFORMATION ZONE DISTRICT: 250001 0015 C DATED 8/19/85 AND BE THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. L.C.--.35186—B PROFESSIONAL LAND SURVEYOR DATE BURNHAM STREET Up _iE�DGE OF PgyEMENi CERTIFIED \ S0739.39.IN —°'°--74 0' _ DP _ PLOT PLAN CB/DISK 1 ff�� O FND - R=1 3.00' L� I SET AT I / N EX BURNHAM STREET � In ,� PAVED DRIVEWA IN 1 rC BARNSTABLE N/F (CO C VE ED ORCH SABINE C. MCNAMARA `1 _ MASSACHUSETTS ASSESSORS MAP 43 29.0' PARCEL zz (BARNSTABLE COUNTY) 1 EXISTIt 2 STO,Ywool / h HOLIS ry23 PROPOSED / - ADDITION\ I) //n.0't JULY 28, 2003 _ BULKHEAD L N/F ry 1� INGE MCNAMARA - SEPTIC oI PROPOSED / ASSESSORS MAP 43 w TANK p DECK / PARCEL 36 U o D-BOX / y N /^ 3 / o N/F / n' N/F ANTHONY M. &ELEANOR P. LEONE 2 PREPARED FOR / PAMELA H. METCALFE TR. ASSESSORS MAP 43 ASSESSORS MAP 43 PARCEL 35 TONY LEONE PARCEL 21 23.828t S.F. / 23 BURNHAM STREET / MARSTONS MILLS MASSACHUSETTS 02648 30.3' / LEACHING/ SHED PIT / s N 657 Main Street, Route 28 West Yarmouth, MossochusE is CEI FNODH SET DH 02673 508 77$ 0919 75 N14 3�q1•W © 2003 Tn-8SC 0—p.i— CB OH SCALE: 1" = 20' CB/DH N 01-18'0? E SET 0 2.5 5 10 SET 26.74 N/F COUNTRYSIDE RESIDENTS ASSOCIATION 0 1a' 20 40' a. ASSESSORS MAP 43 PARCEL 7-002 PROD. MCR.: CRAIG FIELD 't FIELD: D. GAZZOLO / E. KEATING NOTES: CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST I. EXISTING SEPTIC SYSTEM COMPILED FROM ' CHECK: CRAIC FIELD TOWN OF BARNSTABLE BOH DEPARTMENT LOCATION CARD FILE: 8562-CPP.DWC 2. THE NEW ADDITION DEPICTED DOES NOT HAVE A ENCLOSED FOUNDATION. DWG. NO: 5459-01 SHEET 1 OF 1 JOB. NO: 4-8562.00 RAILING NOT SHOWN FOR CLARITY NEW DECK Ixb COMPOSITE DECKING � o V. 0 1 O r SKYLT. OPTIONAL L—._O FANDERSEN— --WG 6068 O B 1 � w m � F rh NEW T, OA ® F�A Z FAI.II LY Ftl"'I. PED 1 - s I SINK a J O r SKYLT. WDER TOR IK EX Q L--i M. OO OcL. Ir KITCHEN/DINING a SHELF----1 0 ABOVE �� GAS F/P — o DIRECT VE 1` OPEN I _ _ ._..3'_ �� p N RA NEW /^---_ --REMOVE EX. SLIDER d T �11P I o MUD RM. i p m I m Ac IT 1 5 m ENTRY l u w O , i i '- b _ABOVE '- EX. GAS METER TO BE RELOCATED '� I � r � W I .• ..� v EX. EW 'w ' O LIVING RM. GARAGE += covERe --EX.EX. CHIMNEY I Ixb PORCH COMPOS COMPOSITE REMOVE 6 REPLACE NEW WINDOWS O W DECKING ' - REMOVE 6 REPLACE NEW A DOOR Z W E'"d' I ---------------------------------- w� _O 0 d � P4 O II o �Wv�a = NEW = Z COVERED PORCH w W x 9070 e 1` Ixb COMPOSITE DECKING L -----I - ----' ' Z Z 9 ------ - ------ --- --- 0 -- --d o O�o 6"x6" P.T. POST Q C''D --- TYPICAL RCL/IxTRIM-PAINTED WINDOW SCHEDULE qw�� PROPOSED ADDITION EXISTING/RENOVATED M SYM. MANUFACTURER'S UNIT ROUGH OPENING REMARKS W E-1 FIRST FLOOR PLAN z A ANDERSEN C125 2'-0 5/8"x2'-4 7/8" 8 ANDERSEN 2852 2'-10 1/8"x5'-4 7/8" INDICATES NEW WALL CONSTRUCTION C ANDERSEN SE6055 6'-0"x8'-4 73/16" D ANDERSEN RV2846 28 1/2"x46 1/2" w/REMOTE KEY PAD E ANDERSEN CXW13 3'-0 1/2"x3'-0 1/2" a.'F os/eu/oa F ANDERSEN 24210 (SERIES 200) 2'-6 1/8"x4'-1 7/8" C TW2868 w/FCO28 TO MFR SPECS H ANDERSEN TW2442 2'-6 1/8"x4'-4 7/8" J ANDERSEN TW24210 2'-6 1/8"x3'-O 7/8" K ANDERSEN TW2446-DHP-31046-2446 TO MFR SPECS NOTES: I. SEE ELEVATIONS FOR GRILLE PATTERNS. �� 2. GRILLE STYLE TO BE DETERMINED BY OWNER 3. PROVIDE INSECT SCREENS 4. HARDWARE TO BE SELECTED BY OWNER •� G.C. TO VERIFY ROUGH OPENINGS OF WINDOWS PRIOR TO FRAMING 0 N I O m 1 r w i1 ao 36"x48" � o Y FIBERGL. SHOWER WITH n /` I E GLASS DOOR �. / \ ` (�l x42" OCUZZI40"x36" OWNER -- --- FIBERGL I EX. SHOWER EX. F Z ..�.n.,. w/GL455 ENCLOSURER L.I BATH - O NEN 151 SN to 1/2 WALL NEWeATH �{ O9 i` N � m O DN. -_z EX. EX ��v�"�• 0 e MAKB-UP BEDROOM - D BEDROOM Z `5 OO I = OO SKYLT _ _ I SKYLT ~ p z OPTIONAL OPTIONAL C7 C, F_ --i W GAME ROOM - - I I Q a � . L_—.J J I Q J3 w = Y I o � � W _ U CENTER ON G BLE (]."' cli S.C. = SOLID CORE H.C. = HOLLOW CORE DOOR SCHEDULE O W a 2x4 WALL THICKNESS UNLESS NOTED OTHERWISE H PROPOSED ADDITION EXISTING/RENOVATED SYM. MFR'S UNIT WIDTH HEIGHT THKNESS REMARKS \�] la ROUGE VALLEY 4662 (IG) 2'-W 1 3/8 z ��ECOND FLOOR PLAN O_ C)w 1 ROUGE VALLEY 412 (IG) 3'-O" 6'-8" 1 5/8 'D H 2 ANDERSEN FWH 3168 3'-11, b'-0" 1 3/8 QcoQ. 3 INTERIOR DOORS TO 0�-p� 1 Q W MATCH EXISTING 3/0 BY FOLD cq q 2'-4" 6'-0" 13/8 I� W�y S 2'-W 6'-0" 1 3/8 FIRE RATED DOOR Z 3/0 7 I 7'-0" w/12" H. 14 LT TRANSOM 3/0 PKT DR. 10 2'-0" 6'-8" 1 3/0 nA1,.: 05124/04 II 1 2'-1" b'-0" 1 3/6 PKT DR. NOTE 1. SEE ELEVATIONS FOR GRILLE PATTERNS ON ANDERSEN DOORS R...,4'rI <i' —� 2. ALL INTERIOR DOORS TO MATCH EXISTING, UNLESS NOTED OTHERWISE HARDWARE NOTES: I. ALL PRIVACY LOCATIONS (BEDROOMS & BATHS) TO RECEIVE BALDWIN SOLID BRASS 9425 (EGG KNOB) OR EQUAL SERIES PRIVACY SET. WITH MATCHING SOLID BRASS HINGES. 2. ALL OTHER LOCATIONS TO RECEIVE BALDWIN 5225 OR EQUAL SERIES PASSAGE SET. WITH MATCHING SOLID BRASS HINGES a EXTERIOR DOOR HARDWARE SCHEDULE: '///\_`\` TO BE DETERMINED BY OWNER ARCHITECTURAL STYLE I CONT RIDGE VENT ASPHALT SHINGLES 12 ON 15# FELT PAPER I- 5 A -- '--------- ---'-' c� LL TRIM TO I o MATCH EX, SKYLT SKYLT N OPTIONAL OPTIONAL COPPER FLASH'G ON. ___-_ ME- -_ _-_--.- _ 1`/{II�I LI CROWN o :. WN CAP - . . ...-. _ -- 0, -__.___ --— _ --- -_ ---- ..-- -Lj Ila - ASPHALT SHINGLES ON E' CLAPBOARDSTO MATCH -- --"-'--"---' __._._ (FULL COVERAGE) EXISTING ,._-_-....-r-� _ _..�-.. -. — ON TYVEK - -_ - -- HOUSE WRAP 713 - - - -- I--a EE 6nx6" P.T. POST a WRAP w/Ix TRIM-PAINTED TYPICAL y y � III��666...... a MUM -- --- — Of o REMOVE 8 REPLACE NEW WINDOWS PROPOSED ADDITION EXISTING/RENOVATED Uj REMOVE S REPLACE NEW k z DOOR O W W � Q � FRONT ELEVATION Q °' � W c) z —— -- - - t - -- - _ _ W.0 SHINGLES w ���� .1 _; - .•. - - ._ __- TO MATCH U) .....__� ._ �_._ J- '�.:.... _ - _ EXISTING �Zi OHO SEVWR O 04 H: U AP F r, --- - Q J + Q cv El I _ w - - -- = t - -- - '- - - ----- i - --'- - - - - - T -___-- . III I RAILING NOT -DATE, OS/P4/04 SHOWN FOR CLARITY . EXISTING/RENOVATED —2@OPO�ED9I2D I T I ON TRIM ON FRONT WINDOWS 6 ON FAMILY RM. REARE WINDOWS ONLY REAR ELEVATION o•�,alt'n"r�. !'•.u:. SCALEa Ia°=t'10' A4 -- V ----- --------- ae RE —- Cf) N R� E —r - - ----'--- - - a CQ n z � LEFT SIDE ELEVATION n � � w W o a ro W U -- ¢ 1-7 w .... 1 :4f wpav — _— _ -. Q — - - -- . ..... __. —_�— ._ _ _. I f SHOWN FOR CLARIT - _ ._...____... RAIL IN Y ! ..1 I 05/P4/04 RIGHT SIDE ELEVATION SCALE:114—r-0" - A5 FIELD LOCATE --B" DIA. CONC. SONOTUBE, TYP. E) G _—_ 2-P.T. 2xB GIRT._) TYPICAL VERIFY IN FIELD FOR SEPTIC LOCATION v) CONTINUOUS / - 2x6 P.T. SILL PLATE/SILL INSUL. w/1/2" DIA GALV. 4.8. 06'-0" O.C. MAX -'•, —— 16- OBM. PKT-TYP — 2-P.T. 2.8 GIRT --' o 3 1/2" CONC. FILLED I W n t" STEEL LALLY COLUMN ON - E" ' Iz = %' 130"X30"X12" w I CONC. FTG. TYP. 2-P. . 2z0 GIRT L_ IZ m -!- %• I I BM. PKT-TYP - r•-i MIN. BRG. 4" I z I L J r OUTLINE OF EX - I a ——— - I 8" GON ALL F T1 -—© I ON Ib'xI0"W DINING ABOVE GONG. PG. —— /,II IN I w/2"x4" CANC. KEYI K I I I Ii FIELD LOCATE 1 Iw - I Bo DIA. CONC. SONOTUSE, TYP. o Iz m r r � I I DRILL 6 EPDXY I '0 IQn I I I ( I I',... 2-#4 DOWELS ® II'" O.C. o 'F m BASEMENT L-J 1 1 d II • I �� 3 1/2"MIL COZY AL O OVER I 'Z [- - - 6 MIL POLY VAfff���iiiiiiOR BARRIER ' 2 N I OVER 6" COMPACTED GRAVE �-•r x I I 1-- { Gz] q I I BM PKT-TYP: I 3-2x12 GIRT I I I ----- L-----� L Q a I ----------- 1 - I- 3 1/2" CONC. FILLED I I - - I LALLY COLUMN, TYP. (LC) I I = 3 I _ j I I I I -------- EXISTING FOUNDATION I CONTINUOUS I B"x4'-0" CONC. WALL ON 16NIO" CONC. FTG. GARAGE I -----DRILL $ EPDXY z Z H 4" CONC. SLAB w/ I - 2-st4 DOWELS 0 12" D.G. W W 16"x6" 10/10 NWf1 ON I O Q w 6" COMPACTED GRAVEL 1-ti 9 H.�7 I K 1 2-P.T. 2x5 GIRT B" DIA. CO C.--' O W a O I I I SONOTUBE, TYP. ,z a `•.." U] w; m' DROP I I z p.0 WALL 12" —— I I ---2-P.T. 2xB GIRT co O O�E"' L------� ------ -� I r-7 r-� r-�, r--I r--I r-1 .H-a a�W. ----F - - -- I - - +---- Q L J L J L J L J L J L Q -------- ---- 12" DIA. CONC. W -.LC SONOTUBE ON u 5 I/ 24"x24"xl2" CONC. FTG. hL.j -1 3 6'-9 1/ " 6'-I T- S I/ w z NOTE: NEW CRAWL SPACE IN LIEU OF . PROPOSED ADDITION EXISTING/RENOVATED FULL BASEMENT NOTE: G.G. TO AD-JUST 4/04 UST TOP OF NALL 05/P FOUNDATION PLAN TO ALLON FOR PROPER ALIGNMENT OF EXISTING FLOOR TO NEW FLOOR SCALE:1/4'=I'-0' Kc V'S>'li S _:2A4�;'t FAY A6 -- COPPER PAN FLASHING _. AT DOOR LOCATIONS "'FIRST FLOOR FABRIC FLASHING -------'---_'"'- � SUBFLOOR - T Cjj Ix6 COMPOSITE-D--E-C-K-- ING ON Ix RED CEDAR- ---- P.T. 12xB ® 16" PAINTED 2-P.T. 2x8 GIRT BELOW II ! � ;1 ~! �/// I o TYPICAL :1 -11 VvV S � ' I lllllllllllllllt GALV. P.T. 2x8 GIRT JOIST HANGERS aF P.T. S' LEDGER .._...; A _ w/ A .GT. SPACER 5/0 DI' PALV. LAG BOLTS LTS ® 16 O.C. STAGGERED � z SIMPSON CB44 z 1-2-P.T. 2.8 GIRT BELOW . '� - +- ---CONC. SONOTUBE CONT 2x10 -- RIM JOISTDETAIL ILL I I I I SCAIE:t 1/2'_1'.p• � ........,._._.... � "CJ � ____� ----- L_LI_L=1-__ o w 3-2x12 GIRT BELOW — jl I I I I I I IIi Oc I W . IIi III I I I I I -------- EXISTING EXISTING FLOOR FRAMING W � IIi I I i I I I I f _I i Q I� L_1! F ~-i - - — P.T. 2x8 ® I6" O.G. ._._-._1_k__�_.._y...__.y I I I I 1 1 I 'C 2-P.T. 2x8 GIRT BELOW CQ �I � F7 T 1 F7 i-( FT (-1 T-1 T-1 1-f l-1 Fl I Q w li x I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I ' IIIIIIIIIIIIIiIllllllillllll '�/- H r -- 2-P.T. 2x8 GIRT BELOW 2.8 ® 16" O C �D^�I�i. 05/P4/04 PROPOSED ADDITION EXISTING/RENOVATED ��IRST FLOOR FRAMING PLAN NOTE: SCALE:1/a•-.P4 DOUBLE FLOOR JOISTS UNDER ALL WALL PARTITIONS l IP.�;':•/;IC il!'. PARALLEL TO FRAMING. — SOLID BLOCK 0 MID SPAN A7 I' 0 01 0 L �f/I d In xla ® 16, o c T- i i OPEN SHELF TO I I j i I I I I I I 2-1 3/4"xq.1/4" LVL' 1 ! II yy �\ FLUSH FRAME DEL. 2x10's AROUND G ALL FLOOR OPENINGS 12-1 3/4"xq 1/4" LVL I _..._HEADER BELOW n 2-1 3/4"xq I/4" LVL I z I I I I 1 I I I,i FLUSH FRAME X W L J—L I L� _L _ -- rTrTrTrT W ---I-_------ - I I I 1 1 I I I I II EXISTING FLOORFRAMING I 11 CONT 2x10_ E-(— _ RIM JOIST — --m --- Ii O W 4F za I- w ----I-------- 0 � wco � PROPOSED ADDITION EXISTING/RENOVATED xy w E- NOTE: ALL STEEL 5EAM5 6 .z SECOND FLOOR FRAMING PLAN LVL BEAMS TO BE ENGINEERED BY STRUCTURAL ENGINEER SCALEal4'=t'0' �. [y rt. 0512411 fiE"tii5i!?fA: A 8 , I a I DBL 2x10 AROUND ALL ( ROOF OPENINGS - M 0 xB ® Ib° O.C. I 00 I i 2x6 VALLEY LEDGER N !_—_—_� - - LAID FLAT w ROOF UNDER f I I x I 1I fl— _ BELOWALEXISTING ROOF I I 1 I I I I I I -- ---I-- - ' _-_- __- - --- ----- - - - I CRICKET 10 CQ 2 IO RIDGE BD. w l 2x12 VALLEY ��III I I I I I I I I1 I I I I III IXISTING ROOF I Q OfL 12xB i I I _ DEL_2x10 RAFTER _ tL V _— _ .. . ._ ' I CRICKET O BUILT OVER r. K 5 -YLT WD ROC_—_—_— SKYLT OTIAL OPTION ALBELOW I ! . — r---1 ® I.------o�----T- O I ------�1---- - y I I I I I IIII - _.-2-2x10 BELOW i ---- 2x(,� VALLEY LEDGER xB ® Ib" O LAID FLAT ON EX. ROOF ---T---1-1 fl I I'. III G. _ � _ _ _ _ _rl EW- II �_r.._.-_ 2xb VALLEY LEDGER LAID FLAT W W —f L J_-S_Z=�L Illilllllillllllllllllllllll > W �a P4 I I I I I I i I I I I I I I I I I cn - _L u H--L�-+A—hA 'L-k-+-A=tf=-Lt_-u� =tom C:) o�DH `_ ---2-1 3/4"x9 1/4' LVL BELOW ti a Qa V) PROPOSED ADDITION EXISTING/RENOVATED Q M d xB ® 6" O.C.Awl ROOF FRAMING PLAN Z E" Mi l:=�I�i_ 05/P4/04 A9 --CpJ'T RIDGE VENT --2x12 RIDGE BD. 2 _ --CON'T RIDGE VENT TYPICAL ROOF CONSTRUCTION 2x12 RIDGE BD. 9 ---2x8 O 16°O.C. TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES ON I - 15a BUILDING FELT ON 1; 46PHAL7 SHINGLES ON I/2"COX PLYWD. �T 'a1ti'i v' - - - --_- ISO BUILDING FELT ON PROP-A-VENT GAFF ♦;rY yxC'.-i..'.� 1/2"COX PLYWD. 2 10 RAFTERS•16€O.C.w/ PROP-A-VENT BAFFLE SIMPSON W2,5 CLIPS•16'O.C. 1 x 3 ST PPIII 4T 16°O.C.!, �A 2 x 10 RAFTERS•16'O.C,w/ 19(R-30)FIBERGLASS BATT I/2 G. yPA1NTED �,.� I/2'G.W.E-PAINTED SIMPSON H2.5 CLIPS O 16'O.C. KRAFT FACED INSUL. O 19 R-30 FIBERGLASS GATT __...-_ ( ) / \ 12 KRAFT FACED INSUL. O 12 ' . .i SKYLIGHT BEYOND oTYPIn W4 N TR TION SIDING TTSEW�P(' A TYP.2nd FLOOR CONSTRUCTION I ----- l ALL TRIM TO MATCH EX. ALL TRIM TO MATCH EX. ti Aa 1/2'CD%PLYWOOD 3/4°D 4 PLYWD SUBFLOOR—:. GWED t NAILED OVER F�4, 1 r ,..SWELF BEYOND 2x4 STUDS 1 16'O.C. 2x10 a 12.O.C. f ^ALUMN.GUTTERS ON ALUMN.GUTTERS ON y --___ --- ��. A W/ GARAGE 3 I/2°RI3 UN FIBERGLASS BATT .___.._. ALIGN FASCIA INSULATIONJ Ix FASCIA BDS_TYP. Ix FASCIA BDS-TYP ° ° "R^.♦"ul.[ ll)x/DY fX..d5Y7X'.kY`�,43�E'�*'1??d)pE` :Yt,ftv�'u1Y>ti^ ^,,,.ffi:C,iR2,'"i, ° .. I ._.�,_.—__..__ - a T W/ POLY APOR BARRIER CONT. AT INSIDE FACE ----STEEL BEAM F - Ix 60FFIT w/ - __..__ I/2°G.W.B.-PAINTED CONT.VENT-TYP. L_ x I CONT.VENT-TYP. TYPI n eCONSTRUCTION I x 3 STRAPPING AT 16 O.C. — ---I ! GARAGE 2X0 Y 16"O.C. (� _.. ._... ... SIDING TO MATCH EX. TTVE HOUSEWRAP ON WALLTYPE°X'G.W.B. ON I' 1/2' PLYWOOD I�ti 9 t QG. K D SUBFLOOR ;" 2X4 STUDS O 16°O.C. GLUED yP. VOID 1 3 1/2'R13 UNFACED FIBERGLASS BATT i 2.10 :16Pd �, 11 INSULATION 6'(tEl#17y1EPIBERGLA55 BATT INSULATI�N POLY VAPOR BARRIER CONT.AT 4'CONC. SLAB INSIDE PAGE 6"x6'10/10 WWM ON 1 -- ^•Idi \.%u�✓D': E - 1..8:? f YfJ;f�+;w i! .gyp, i/2°G.W.B.-PAINTED /� 6'COMPACTED GROVELGIRT /.. W •I __LG ON I CONIC.FTC. � I FOUNDATION: rI� (NIBITUMINOUS DAMPPROOFING V CD_................. ON B°CONIC. /y-a FOUNDATION WALL 3 I/2°a OVER ON 16° DEEP C 6 MIL VAPOR BARRIER KEYED GANG.FOOTING (� ON 6' PACTED GRAVEL x z � � o W CROSS SECTION I � Q � � a CROSS SECTION SCALE:1(4' --CON'T RIDGE VENT _.2x10 RIDGE BD. �-I F+r ♦Y ALIGN RIDGE w/GARAGE 12 2.8 O 16'O.G. S3 ALL TRIM TO MATCH EX. O �] - ALUMN.GUTTERS ON t T •'.' `� - _.-Ix FASCIA BOS-TYP. 1 3 STRAPPING AT YI6'O.G. O G W.B.-PAINTED --- Ix SOFFIT w/ 1!F1+�ll/ a 2x8 116"O.G.---- CONT.VENT-TYP. Z �y 4t TYP.2nd FLOOR CONSTRUCTION 4 ---'2.5 0 16'O.C. 2XS O 3/4'T!G PLYWD SUBFLOOR--; F r t- GWED t NAILED OVER O O a O 2XIO O 16"O.C. a E— , . I _..._.2-2a0 2-1 3/1 q ♦ 2-1 3/4'x 1/4'LVL r', TYPI A WA: N TR CTION -------- FLUSH FRAME Ix6 PVC TtG BEAD BD. Ix6 PV• Q W ON 2x6 O I6'O.C. ON 2x6 'Ty TYVEK TO MATCH EX, TYVEK HOUSEWRAP 1/2'2.4 COX PLYWOOD TYP. IST FLOOR CONSTRUCTION --- ---I x 3 STRAPPING AT IB'O.C. 6°x6"P.T. 2X4 9TUD5 O 16°O.G. .3/4°T t G PLYWD SUBFLOOR 1/2°G.W.B.-PAINTED WRAP w/1x [iy� 3 1/2° RI3 UNFACED FIBERGLASS BATT GLVED t NAILED OVER (I TYPICAL INSULATION 2x10 O Ib°O.C. POLY VAPOR BARRIER CONT.AT 6° (RI9)FIBERGLASS BATT INSULA ION INSIDE FADE � Ix6 COMP 1/2"G.W.B.-PAINTED P,T:2.0 T.YF ,R2�77LRTFi^NSX(afA,R7__.,,ad3aAT^:22,. dS9�LV4;4FY !-: <RJ✓?+<6vW?t l BLOCKING -..3-2x12 GIRT ) TYP. .._..__, 7-P T.2,2"CIA.C FOUNDATION: SONOTUSE BITUMINOUS DAMPPROOFING 24 x24°xl2' - 05�24�O 441 BASEMENT FLOOR: ____.__ ON S'CONIC. FOUNDATION WALL NOTE; MIL 3 CONY. OVER ON 10.10'DEEP 6 MIL COLT VAPOR BARRIER KEYED CONIC. FOOTING USE S11 ON 6°COMPACTED GRAVEL A9 RE4 CROSS SECTION r• SCALE:1/4'=1'0' A10 ARCHITECTURAL STYLE 1 4 CONT RIDGE VENT ASPHALT SHINGLES ON 15u FELT PAPER - 12 �- -----rLl-- '---_ SKYLT SKYLT OPTIONAL OPTIONAL � O 1 12— N --- -------- -- ---------- CLAPBOARDS TO MATC14 EXISTING ON TYVEK - - r-- --- HousE wRAP _ T ICU ' � LEEL J - LSJJP � II F r REMOVE 8 REPLACE NEW EXI t WINDOWS � STING/RENOVATED o REMOVE C REPLACE NEW Z DOOR M � FRONT ELEVATION-OPTIONAL H10 ROOF @ PORCH o w SCALE:114"=V-0- W CA Ca Ca w � o W � z zw�d ow �a �F E— ra co gwCQ � E- w z 05/P4/04' F - LEGEND SYSTEM PROFILE NOTES 1. DATUM IS NAVD 88 99 - EXISTING CONTOUR SYSTEM DESIGN. REMOTE (NOT To SCALE)BLOWER 2. MUNICIPAL WATER IS EXISTING Olde omestead R X 99•1 EXIST. SPOT ELEV. LOCATION ALL SYSTEM COMPONENTS SHALL BE okeb GARBAGE DISPOSER IS NOT ALLOWED PER MARKED WITH MAGNETIC TAPE OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -[99]- PROPOSED CONTOUR OWNER COMPARABLE MEANS FOR FUTURE LOCATION. �000, DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Locus 198.4 - 1.5" VENT PIPING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE TO BE AASHO H-JD ] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW TOP FOUND. EL. 89.9' FILTER ABRICONE OOVEROSTONEE N� Wd{ershe TH1 TEST HOLE LMINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 87.0-881.0, 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 330 GPD (2) = 660 BLOCKS OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS 310 CMR 15.000 (TITLE 5.) P� / 2% SLOPE OF GROUND USE A 0.5 MICRO FAST TANK (H-1O) ACCESS PORTS ' ' TREATED WATER OUTLET I I 4"0SCH40 PVC MORTAR ALL i I I WATERTEST D'BOX PIPES LEVEL 1ST 2' 4' COMPONENTS INVERT IN 84.50' 4, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �'o 0 �Qo UTILITY POLE LEACHING: / FOR LEVELNESS �ENDS (NP')� SIDES 85.33' BE USED FOR LOT LINE STAKING OR ANY OTHER / oo boo Y FIRE HYDRANT SIDES: 2 25 + 12.83 2 74 = 112 GPD 86.8't* 1 PURPOSE. ( ) ( ) 85.47' --- --- - a mJD ®®®® ®®®® ®®®®- ®®® 85.22' o 0 0 0 0 6" MIN. SUMP 'o°o°o°o° ®®®®®®®®®®® ®®®®®®®®®®® n°oac 0000 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING - o °o o° °o °o °o Rd BOTTOM 25 x 12.83 (.74) - 237 GPD WASTE INLET (MIN. "� 0 °° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. / 2 ."��„p o_ 12" MIN. INT. DIM. ®®®®®®®®®�® ®®®®®®®®®®® 3" ABOVE OUTLET) ° ° ° ;o°oog000 . o.".2.2° 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED .��... 84.77 84.60 ° ° ° ° .. � ° ° ° ° 82.5 des opt TOTAL: 472 S.F. 349 GPD ., 50' WITHOUT INSPECTION .BY BOARD OF HEALTH AND \n R 6" DIAM. HOLE 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH 4' STONE ALL AROUND 000,o,o,o,o,o�,000,�,�,�,�,o,o� 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' DIGSAFE (1-888-344-7233) AND VERIFYING THE 0000000000000000000000000000000000 00000000000000000 COMPACTION. (15.221 [2]) LOCUS M A P 000,o,ao,o,o,o,000,o,^oa0000,00000000000� ;� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ( 2.5% SLOPE MIN.) ( 1 % SLOPE) ( 1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE 0.5 MICROFAST WITHIN 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION- 41' H-10 FAST CHAMBER 45' D' BOX 12' LEACHING 77.5' BOTTOM TH-1 REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 43 PARCEL 35 (MIN. 1500 GAL. SIZE) FACILITY NO GROUNDWATER FOUND LEACHING FACILITY. MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SITE IS LOCATED WITHIN A ZONE II APPROVED DATE BOARD OF HEALTH , UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SITE IS LOCATED WITHIN ESTUARINE FOR H R THE LIFE OF THE SYSTEM.OPERATIONS AT MAINTENANCE AGREEMENT REQUIRED WATERSHEDS FOR POPPONESSET BAY, THREE FO BAYS, RUSHY MARSH, AND CENTERVILLE RIVER WITH I/A 660 GPD/AC. 23,878 SF x 660/40,000 = 394 GPD ALLOWED Inspection/Pump out Ports (330 GPD PROPOSED OK) see notes 3" [8]0 MIN vent pipe 88r= 3-5 see note 2 6"0 [151 NOTES FOR FAST SYSTEM _ 1 1. Airline piping to FAST®may not exceed 100 FT [30m] total 88 Inspection Joints must be 31 , X Port/Vent see water tight length and have a maximum of 4 elbows in the piping system. 2 ---� 0 � notes 2-5 For distances greater than 100 FT [30m] consult factory. Blower >c / must be located above flood levels on a concrete base 26" X [10]0 FASTO 20" X 2" [65 X 50 X 5cm] min. effluent pipe see note 7 2. Vent to desired location and cover opening with a vent grate M M F-0 2 [510 MIN with at least 7 sq in.[45 sq. cm] open surface area. Secure with tA M lly��+ Blower Piping m„ ........ r stainless steel screws. Vent piping must not allow condensate M M L-I see note 1 build up or create back pressure. Vent must be above finished X LOT 19 grade or higher (see sheet 4 of 4). X[38.4 1/a ±1/8" 3. All appurtenances to FAST® e. tanks, access ports, 23,828 SF � 06„ o� ® pp ( 9• 0.55 AC. 4 �0 QO�� +0.3 electrical, etc.) must conform to all applicable country, state, P PROP. VENT AND BLOWER OL 1101 o e.o.�,e0 - province, and local plumbing and electrical codes. Pump out (FINAL PLACEMENT BY PO access shall be adequate to thoroughly clean out both zones. 5' R MOVAL OF UNSUI��TAB�� SOIL REQUI CONTRACTOR WITH = ARO NO PERIMETER�OF`L-EACHING FACILITY, HOMEOWNER CONSULTATION) 1� 1 / EXISTING a 4. All inspection, viewing and pump out ports must be secured to DO N TO SUITABLE OIL LAYER. REPLACE X� �- 15 1/4" MIN WI CLEAN MED. SAND, TO MEET [39 IN ] �, DWELLING TOF 89.9 prevent accidental or unauthorized access. �� �� = � M S CIFICATIONS OF 310 CMR 15.255(3) �_ 5. Tank, piping, conduit, etc. are provided by others. Blower �. i 27.0' G PAVED 41 1/4" MIN control system by Bio-Microbics, Inc. See Installation Manual. DRIVE [104.6 MINI 6. If less than the specified minimums are considered necessary, / TH2 i' `(--, a G_ 24"MIN consult factory for guidance. Influent [61 MIN ] 7. All piping and ancillary equipment installed after FAST must waste not impede or restrict free flow of effluent. See Note 8 O TH3 8. The tank(s) shall be designed to prevent air passage between r�- -. _ °' 6 3/8 the settling zone/tank and the treatment zone and preventing � 1 TH4 `U+ 'O connection between zones MIN an air lock. Examples include a baffle wall sealed to the lid or / o + [16.1 ] MIN treatment zone inlet line with a pipe cap. Consult factory for 8 O 100%RESERVE BENCHMARK: GRAVEL _ __ see note 6 guidance. 8 CBDH ELEVATION / DRIVE 8 Settling Zone Treatment Zone 9. Installations using a FAST®system lid are capable of =86.9 NAVD88 O 87 � �1 withstanding AASHTO H-10 equivalent loads. Any installation in, 350 Gallon MIN [1300 L MIN] 450 Gallon MIN [1700 L MIN] 210.51 which a FAST lid is buried deeper than 3 feet, or where additional loading conditions may occur, a professional 88 engineer should be consulted. FAST®with feet option should be considered. Refer to Installation Manual for more details. -------------------------------------------- CS) i i I 10. Specialized treatment levels may require specific features to { 54" I be incorporated into the tank design. Consult factory for 86 I I I i guidance. [137.2] , = _ _ 25" 31 1/4" MIN -A� [63.5 [79.4 MIN ] I , TEST HOLE LOGS , I ENGINEER: DANIEL E. GONSALVES, SE #13587 2 1/2" MIN WITNESS: DAVID STANTON, RS UNSUITABLE Opening for FAST® 67 1/2" MIN [6.4 MIN ] module to sit on tank border for sealing DATE: 10/17/1 6 SOIL [171.5 ] MIN and securing the TITLE 5 SITE PLAN PERC. RATE _ < 2 MIN/INCH lid and liner to tank OF CLASS I SOILS P# 15176 ELEV. ELEV. ELEV. ELEV. #2 3 BURNHAM STREET o„ 4 88.0' 0» Q 88.0' o» Q 88.0' 0" Q 88.0' A A A A MARSTONS MILLS SL SL SL SL 1OYR 3/2 » 1OYR 3/2 „ 1OYR 3/1 1OYR 3/1 PREPARED FOR 6 g 7 10 B B B B ANTHONY LEONE SL SL SL SL 22" 1OYR 4/6 86.2' 24" 1OYR 4/6 86.0' 28„ 1OYR 4/6 85.7' 24" 1OYR 4/6 86.0' DATE: NOV. 4, 2016 C C1 C1 C1 Scale: 1"= 20' 1 �SiL /SiL SiL �SiL „ /2.5Y 7/3 2.5Y 7/3 „ /2.5Y 7/2 2.5Y 7/2 , 0 10 20 30 40 50 FEET 38 84.8 46 84.2 72 / 82.0 60 83.0 C2 C2 C2 C2 ��SN off 508-362-4541 OFMgss �k?��NOFMAssgc fax 508-362-9 80 PERC PERC M/CS M/CS M/CS M/CS qcy moo`' DANIEL y�N downcape.com DANIEL A. c A. a Y 7 6 2.5Y 7 6 2.5Y 6/4 2.5Y 6/4 QJAIL OJALA down cope engineering inc. 2.5 / / fl No. h L �No.40980� op oa civil engineers SG1S E NG,� �gNQSs v�lo� ,� land surveyors 126" 77,5' ' 120 1 'Ic� °Np 939 Main Street Rte 6A 126" 77.5' 120 78.0 78.0 / ( ) NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # > 6-326 . 16-326 LEGEND SYSTEM PROFILE NOTES 99- EXISTING CONTOUR SYSTEM DESIGN. REMOTE (NOT TO SCALE) 1. DATUM IS NAVD 88 tilde omestead X 9-9- 9 BLOWER 2. MUNICIPAL WATER IS EXISTING EXIST. SPOT ELEV. LOCATION ALL SYSTEM COMPONENTS SHALL BE akeb R GARBAGE DISPOSER IS NOT ALLOWED PER MARKED WITH MAGNETIC TAPE OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. --[99] PROPOSED CONTOUR OWNER COMPARABLE MEANS FOR FUTURE LOCATION. �000, DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Locus [98.4] - ACCESS COVERS TO WITHIN s OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE TO BE AASHO H-]Q ] PROPOSED SPOT EL. USE A 33O GPD DESIGN FLOW � 1.5" VENT PIPING _ rsh TH1 TOP FOUND. EL. 89.9 FILTER FABRCOOVER STONES � - Wa{e ed \ HE 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 87.0-88.0' o° 2� SLOPE OF GROUND ;-; NOTE: MIN. WALL THICKNESS 2" BLOCKS OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH P� USE A 0.5 MICRO FAST TANK (H-10) ACCESS PORTS I I TREATED WATER OUTLET 4'�SCH40 PVC MORTAR ALL PRECAST RISERS 310 CMR 15.000 (TITLE 5.) WATERTEST D'BOX PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 84.50' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO -P o UTILITY POLE LEACHING: =: / FOR LEVELNESS L4, (TYP') SIDES $5.33' o0o s� /° I ENDS s U OR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 86.8 f* -�- PURPOSE. �o Y 85.47' --- I --- - 85.22' ®®®® ® ®® ®®® :.. ®®® 'oo;.000�o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 25 x 12.83 74 = 237 GPD ( ' D�DDODDDODDCo . SUMP ;00000000 ®®�®®®®® ®® ®�®�®®®®� ;o°io°°o°°o° WASTE INLET MIN. 0DOD0o0D0D0D °°°°°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Q , ° o o D �_ IN. INT. DIM. °°°°° ° ®�®®®®®�®®® ®®®® ®® ° ° ° ° Rd 3" ABOVE OUTLET) '4�" ° ° ®® ° ° ° tit TOTAL: 472 S.F. 349 GPD # 50" 84.77' ' °°°°°°°° ° °°°o°g 82.5 WIT{OUTOINSPECTION BY BOARD NENTS NOT TO BE OFHEALTLLED OH AND CONCEALED 1�d�5 Ratite L"' PERMISSION OBTAINED FROM BOARD OF HEALTH. 6" DIAM. HOLEt:A 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECASTOR EQUAL USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 0000040000000000000000000000000000000000000000000$"0 s" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' DIGSAFE 1-888-344-7233 AND VERIFYING THE LOCUS MAP WITH 4 STONE ALL AROUND ( ) ageOogSg�0og�0ogoogo0ogo$e$SgSo�gaogogogo0agogogoga COMPACTION. (75.221 [2]) ;� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ( 2°5R SLOPE MIN.) (-!-X SLOPE) ( x SLOPE) NOT TO SCALE 0.5 MICROFAST WITHIN 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 41' H-10 FAST CHAMBER 45' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 43 PARCEL 35 FOUNDATION- �' BOX 12' FACILITY 77.5' BOTTOM TfH-1 LEACHING FACILITY. (MIN. 1500 GAL. SIZE) NO GROUNDWATIER FOUND MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SITE IS LOCATED WITHIN A ZONE II APPROVED DATE BOARD OF HEALTH UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SITE IS LOCATED WITHIN ESTUARINE FOR OPERATIONS AND MAINTENANCE AGREEMENT REQUIRED WATERSHEDS FOR POPPONESSET BAY, THREE FOR THE LIFE OF THE SYSTEM. BAYS, RUSHY MARSH, AND CENTERVILLE RIVER WITH I/A 660 GPD/AC. Inspection/ 23,878 SF x 660/40,000 = 394 GPD ALLOWED 330 GPD PROPOSED OK Pump out Ports ( ) see notes 3" [8]0 MIN vent pipe 88 I 3-5 see note 2 OBE , 6"0 [15] NOTES FOR FAST SYSTEM 88 1• Airline piping to FAST®may not exceed 100 FT [30m] total Inspection Joints must be and have a maximum of 4 elbows in the 231. X---1 N� Port/Vent see water tight length piping system. --�- O -------- notes 2-5 For distances greater than 100 FT [30m] consult factory. Blower X must be located above flood levels on a concrete base 26" X 4" [10]0 FAST® 20" x 2" [65 x 50 X 5cm] min. -�` effluent pi e 2. Vent to desired location and cover opening with a vent grate see note X I M M-- ���{ 2"[5] 0 MIN with at least 7 sq `in.[45 sq. cm] open surface area. Secure with Blower Piping .............. ---------- stainless steel screws. Vent piping must not allow condensate M M ( see note 1 build u or create back pressure. Vent must be above finished P P d grade or higher (see sheet 4 of 4). LOT 19 + Pp,T�O UJ�I" 23,828 SF - 04° �� Q��� ® 15 1/8' 1/$" 3• All appurtenances to FAST®(e.g. tanks, access ports, I electrical, etc. must conform to all applicable count -� OO` 0.55 AC. to 0 .OEATED [38.4 _0'3 province, and )local plumbing and electrical codes. Pump soautt P PROP. VENT AND BLOWER 115 J - 0 access shall be adequate to thoroughly clean out both zones. (FINAL PLACEMENT BY P T� 5' R MOVAL OF UNSU TA SOIL REQUI CONTRACTOR WITH g y ARO NO PERIMETE F ACHING FACILITY, HOMEOWNER CONSULTATION) EXISTING �] DO TO SUITABLE OIL LAYER. REPLACE O X r t� / " WI CLEAN MED. SA TO MEET _� �. DWELLING ,� 15 1/4 MIN 4. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access. TOF - 89.9 [39 MIN] S CIFICATIONS OF 31 CMR 15.255(3) � _� 5. Tank, piping, conduit, eta. are provided by others. Blower //0 PAVED t- 41 1/4" MIN control system by Bio-Microbics, Inc. See Installation Manual. DRIVE L [104.6 MIN] 6. If less than the sqp�eified�minim.ums are considered neceswry, s TH2 i ` _� 24"MIN consult factory for guidance. Influent [61 MIN] 7. All piping and ancillary equipment installed after FAST must Oo. / waste not impede or restrict free flow of effluent. �f 1 See Note 8 12. O 8. The tank(s) shall be designed to prevent air passage between \ r 1 - / the settling zone/tank and the treatment zone and preventing \ / TH4 ( W o connection between zones 6 3/8„ MIN an air lock. Examples include a baffle wall sealed to the lid or 8 / [16.1 ] MIN treatment zone inlet line with a pipe cap. Consult factory for BENCHMARK: 100%RESERVE GRAVEL) a __ see note 6 guidance. CBDH ELEVATION DRIVE 88 9. Installations using a FAST®s stem lid are capable of =86.9 NAVD88 0 87 `t ' / Settling Zone Treatment Zone g y P 350 Gallon MIN [1300 L MIN] 450 Gallon MIN [1700 L MINA] withstanding AASHTO H-10 equivalent loads. Any installation in 210.51' which a FAST lid is buried deeper than 3 feet, or where additional loading conditions may occur, a professional 85 engineer should be consulted. FASTO with feet option should be considered. Refer to Installation Manual for more details. -------------------------------T-T--------------- ---------- w� I i 10. Specialized treatment levels may require specific features to 54' i i be incorporated into the tank design. Consult factory for BE I [137.21 j guidance. 25" E- 31 1/4" MIN [63.5 E- [79.4 MIN ] I TEST HOLE LOGS L-------------------------------y-1- ----------------------_--------------- ENGINEER:' DANIEL E. GONSALVES, SE #13587 2 1/2" MIN WITNESS: DAVID STANTON, RS UNSUITABLE Opening for FASTOO [ 67 1/2 MIN 6.4 MIN] DATE: 10/17/16 SOIL module to sit on tank [171.5 ] MIN and border fo sealin theg TITLE 5 SITE PLAN PERC. RATE _ < 2 MIN/INCH lid and liner to tank CLASS I SOILS P# 15176 OF ELEV. ELEV. ELEV. 4 ELEV. #23 STREE T 0" 88.0' 0" � 88.0' 0" 4 88.0' 0" � 88.0' - MARSTONS MILLS A A A A SL SL SL SL 10YR 3/2 10YR 3/2 91 10YR 3/1 11 10YR 3/1 PREPARED FOR 6,0 g 7 10 B B B B ANTHONY LEONE SL SL SL SL 22" 1 OYR 4/6 86 2, 2410 10YR 4/6 86 0' 28„ 1 OYR 4/6 85 7, 24" 1 OYR 4/6 86 0' DATE: NOV. 4, 2016 - - 0c1 G c10// C, SiL SiL SiL �SiL Scale: 1"= 20' 38" 2.5Y 7/3 84.8' 46" 2.5Y 7/3 84.2' 729$ 2.5Y 7/2 82.0' 600' 2.5Y 7/2 83.0' 0 10 20 30 40 50 FEET off 508-362-4541 C2 C2 C2 C2 k? N OFMgSS. ��SH Off`443. y�rcA�ZH OF MAssgc ����,tN OF MgSS9cti fox 508-362-9880 PERC PERC I M/CS M/CS M/CS M/CS DANIEL A. "� DANIEL ti� n DANIEL �s �� ,g° DANIELA. ti� � A �' � A. � • downcape.com 2.5Y 7 6 2.5Y 7/6 2.5Y 6/4 2.5Y 6/4 OJVIL M o CIVILOJAL oJALA WO cape engineering inc. CIVIL "' 0 CIVIL OJALA No.46502 q No.40980 q No.409>10„ 1 1, p No.46502 po �� c� 0�r civil engineers �� ON TL E�\�� o�F S OJ NA E�NG��� `9Np SS NEIo� ` N �U l .�� land surveyors 126" 77°5, 126» 77,5, 120» 78.0r 120 78.0r � 939 Main Street ( Rte 6A) NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # > 6-326 16-326 r