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0099 RED OAK LANE - Health
99 RED OAK LANE WEST BARNSTABLE IF A = 128 024 I i i i F ` t Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory '`�ssar;ytus��/ Report Prepared For: Report Dated: 7/4/2003 Order Nu berg: �CGJ3�F5?b Michael Acklund 99 Red Oak Lane J U L 1 5 2003 West Barnstable, MA 02668 TOWN OF BARNSTABLE HEALTH DEPT. Laboratory ID#: 0320550-01 Description: Water-Drinking Water Sample#: 20550 Sampling Location: 99 Red Oak Lane West Barnstable MA Collected 6/19/2003 Collected by M Acklund Received 6/19/2003 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates 0.4 mg/L 10 EPA 300.0 6/25/2003 LAB: Metals Copper <0.1 mg/L 1.3 SM 3111B 7/3/2003 Iron 0.2 mg/L 0.3 SM 3111B 7/3/2003 Sodium 45 mg/L 20 SM 311113 7/3/2003 LAB: Microbiology Total Coliform Absent P/A Absent 309 6/19/2003 LAB: Physical Chemistry Conductance 192 umohs/cm EPA 120.1 6/19/2003 pH 9.2 pH-units EPA 150.1 6/19/2003 Note: Sodium level is above the average. Those on low sodium diet may wish to contact physician. Approved By: _ �/(Labj Director) 03 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 FROM MEEHAN WELL DRILLING PHONE N0. 508 888 5458 Apr. 28 2000 07:48AM P3 i' CERTIFICATE OF ANALYSIS page. 2 Barnstable County Health Laboratory A Report Prepared For: Report DatW-. 04/03/2000 Order umber: G0005463 Mi ark Rogers Box 658 Osterville, MA 02655 Laboratory W#: 0005463-02 Description: Water-Drinking Water Sampic#: X791 798 Sampling Location: 99 Red Oaks Lane West BarMstabic MA Collected: 03/30/2000 ollected by: C 91itW Poeeivcd: 03/30mm EPA.:502. volatile Organics byPlD/BCLD ITEM RESULT UNITS -N L MCI, Method# Tested LAB: GC LAB I.1,1,2-Tetrachloroethane BRL Ug/L 0.5 EPA 5021 04/03/2000 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 502.2 04403/2000 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 FPA 502.2 04/03/2000 1,1,2-Trichloroethane BRL uS/L. 0.5 5.0 EPA 502.2 04/03/2000 1,1-Dichloroethane BRL ug/L 0.5 EPA 502.2 04103/4000 1,1-DicWoroethene BRL ug/L 0.5 7.0 EPA 502.2 04/03n000 1,1-Dichloropropene BRL ug/L 0.5 EPA 502.2 04103i200 1,2,3-TrieWorobenzene BRL ug/L 0.5 EPA 502.2 04/03/2000 1,2,3-Trichloropropane BRL usn- 0.5 EPA 502.2 04/03/2000 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 FPA 502.2 04/03/2000 1,2,4-Trime0tylbenzene BRL ug/L 0.5 EPA 502.2 04/03/2000 1,2-Dibromo-3-chloropropao BRL u8/L 0.5 n PPA 502.2 04/03/2000 1,2-Dibromoethane(EDR) RRL ug/L . 0.5 EPA 502.2 �aro3i2uoo.. 12-Dichlorobenzene BRL us/L 0.5 60o EPkS02.2 04/03ti000 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 502.2 W03120M 1,2-Dichloropropane BRL uS/L 0.5 EPA 502.2 04/03/2000 1,3,5-Triumethylbenzene BRL u8/1, 0.5 EPA 502.2 04/032000 1,34Ytehlolrobenzene BRL USIL 0.5 EPA 502.2 OA/03r2000 1,3-Dichloropropane BRL ug/L 0.5 EPA 502.2 04/03/2000 1,4-Dichlorebenzene BRL u5/1. 0.s 5.0 EPA 502.2 04103r2o0o 2,2-Dichloropropane DRL uE/L 0.5 EPA 502.2 04/03/2000 2-01orotoluene BRL ug/1- 0.5 EPA 502.2 04+0312000 4-Morotoluene BRL ug/L 0.5 EPA 502.2 04/03/2000 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 FROM MEEHAN WELL DRILLING PHONE NO. 508 888 5458 Apr. 28 2000 07:47AM P2 �oF CERTIFICATE OF ANALYSIS Page: Barnstable County Health Laboratory Report Prepared For: Report Dated: 04103/2000 Order Number: G0005463 Mark Rogers Box 658 Osterville, MA 02655 Laboratory ED 4: 0005463-01 Deacrintion: Water-Drinking Water Sample>l: 03463-01 Sam lip Location: "Red Oaks Lane West Barnstable NfA Copeaed' 03/30/2000 oliected by: C Stiefel Received: 03/30/2000 .Test Parameters ITEM R ULT UNITS MDL MCL Method# Tested ,LAN,Microbf0mv Total Coliform Present CFU/100mL 0 0 P/A 04/03/2000 o+A•� Note: Exceeds the recommended maximum contamination level for drinking water due to presence of Coliform Bacteria. Superior Court House. FU.Box 427, Barnstable, MA 02630 Ph:508-375-6605 ,FROM MEEHAN WELL DRILLING PHONE NO. 508 888 5458 Apr. 28 2000 07:48AM P4 t CERCATE OF ANALYSIS Page: t Barnstable County Health Laboratory ReDort PEg ared For. Report Dated: 04106/2000 Order Number: GOWS07 Mark Rogers Box 658 0steiviAe, MA 02655 Laboratory ID#: 0005507-0 1 Description: water-Drioldng Water sample#: O5w sanstding Loeatlow "Red Oals Lane Wen Ramatabk Caoacte& 04/M000 CoUtd od by: Meehan Romivod; 044K0000 Roudne RESULT DMTS N DL MCL Mfi Tested .. LAB:IC Lab Nitrates <01 n1WL 0.1 10 EPA300.0 OMO412000 LAB:Metals Copper ©0.1 Me/L 0.1 1.3 sM 3111B 04105n000 Iron 6.5 UWJL 0.1 0.1 SM 31118 0410512000 Sodimn 10 Mg/L 1.0 20 SM3111B 04/05/2000 LAB. Microbiology Total Coliform Present PIA 0 Absent P/A 04/04/2000 MR, Physical ChendMy Con&ctance 138 ueaawcm 1 EPA 120.1 04/04rz000 PH 6.0 PH-Units 0 SPA 150.1 04/04/2000 Not= Etc the recommended maximum contamination level for drinlung water due to presence of Coliform Bacteria.Also may present aesthetic problems(taste,odor,staining)due to iron. Approved By. (Iab Dised-) 44/Zeno Superior Court House, PO.Box 427, Barnstable, MA 62630 Ph:SOS-37S 460S FROM MEEHAN WELL DRILLING PHONE NO. : 508 888 5458 Apr. 28 2000 07:49AM P5 r� U801 A710AW41NC, AfA CHAZ VOW MIA"OM a pp����yy$49 Rer.��.//1��3./^/�''CC�� sit dtgvA MA fl1 w 5A8 f888-6�) 1�+1saa�6/1 PAX(SM)8884W CUEAM: Meehan Wells LOCATION: 99 Red Oaks Ln ADDRESS: (Rogers) W S mutable MA COLLECTED BY., Meehan Wells SIMPLE DATE: 4113/2000 SAMPLE iryME, N/A WATER SAMPLE TYPE: New Well DA LE RECVWD: 4/13/2000 LAB LO,#: D004153 WELL SPECS.: 220' RESULTS OF ANALYSIS: Paramem s units Resommwded Resr/tts Afethod Date AOalned u ift C-diforM bedale /100ml 0 0 92228 4113/2000 COMMENTS: WATER MEETS EPA STANDARDS AND 1S 80TABLE FOR DRINKING PURPOSES ROR PARAMETERS TESTED. 04 pelt A zp=9reater than R d J. TNTC=too numerous to count Laboratory FROM MEEHAN WELL DRILLING PHONE NO. 508 888 5458 Apr. 28 2000 07:49AM P6 3OF �4 CERTIFICATEOF ANALYSIS Page: s Barnstable County Health Laboratory Report prepared For: Report Dated: 04/03l2000 Order Number: Gr0005463 r Mark Rogers Box 658 Osterville, MA 02655 a orato ED#: 0005463-02 Description: Water-Drinking Water Sample#• X791198 Samolina Location: "Red Oaks Lane Wcat Igarnstahle MA collected: 0313017.000 ollected by: C Sdefel Received: 03rA12000 Benzene BRL ug/L 0.5 5.0 EPA 502.2 04/03/2000 Bromobenzene . BRL ug/L o.s. EPA 502.2 oaro3/2000 Bromochloromethane BRL ug/L 0.5 EPA 502.2 04/03/2000 Bromodicbloromethane BRL 0511, 0.5 EPA 5021 04/03/2000 Bromoform BRL ug/L 0.5 LTA$02.2 04103/1--OW Bromomethane BRL U?)L 0.5 ErA 502.2 04103/2000 Carbon tetrachloride BRL ag/L 0.5 5.0 EPA 502.2 04/03/2000 Chlorobenzene BRL ug/L 0.5 too EPA 502.2 04/03/2000 Chloroetbane BRL ug/L 0.5 EPA 502.2 04/03/2000 Chloroform BRL ug/L 0.5 EPA$02.2 04/03/2000 Chloromethane BRL ug/L 0.5 EPA 502.2 04/0312000 cis4,2-Dichloroethene BRL ug/L 0.5 zo EPA 502.2 04/03/2000 cis-1,3-Dicbloropropene BILL ug/L 0.5 EPA 502.2 04/03/2000 Dibromochloromethane BRL ug/L 0.5 Era 502.2 04/03/2000 Dibromomethane BRL ug/L 0.5 EPA 502.2 04/03/2000 Dichloroditluorometbane BRL uglL 0.5 EPA 502.2 Od/03/2000 :` `Ethylbenaene BRL urA 0.5 700 EPA 5021 04103tiW: $exachlorobutadiene BRL UVL 0.5 EPA 502.2 04/03/2000 Isopropylbenzene BRL ug/L 0.5 EPA 502.2 W03/2000 Methyl-tert-butyl ether BAL ug,'L 2.0 EPA 502,2 04/03/1000 Methylene chloride BRL ug/L 0.5 5.0 EPA 502.2 04/03/2000 n-Butylbenzene BRL ug/L 0.5 EPA 502.2 04103/2000 n-Propylbellzene BRL ug/L 0.5 EPA 502.2 04/03/2000 Naphthalene BRL u_e/L 0.5 FPA 5022 04/03/2000 p-Isopropyltoluene BRL ug/L o.s FPA 502.2 0403/2000 sec-Butylbenzene BR. ug/L 0.5 EPA 503.: oa/03/2000 Styrene B);L ug!L 0.5 100 EPA 502.2 04/03/2000 Superior Court House, PO.Box 427, Barnstable, MA, 02630 Ph:508-375-6605 FROM MEEHAN WELL DRILLING PHONE NO. 508 888 5458 Apr. 28 2000 07:50AM P7 CERTIFICATE OF ANALYSIS IS Page: 4 ' Barnstable County health Laboratory Report Prepared For: Report Dated: 04 03i2000 Order Number: G0005463 Mark Rogers Box 658 Osterville, MA 4265� Laboratory ID#: 0005463-02 Description: Water-Drinking Wnitr Sample lf- X791 798 SompllnE 1,ocatien: 99 Red Oaks L2o6 West Barnstable MA Collected: 03/30l2000 ollecied by: C Stiefel Reteiv A- 03/30/2000 tert-Butylbenzene BRL UgiL 0.5 EPA 502.2 04/03/2000 T,etracltloCeetllene. . BRL o.s $.0 EPA 502.2 04103n000 Toluene BRL Ug/L 0.5 200 EPA 302.2 04/03/2000 . i � Total xylelles BRL U;/L 0.5. l 0000 EPA.02 2 4103120M 0 tr2ns-1,2-Dichloroethene BILL Ug/L 0.5 100 EPA 502? 04/03/2000 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 502.2 04/03,12000 Trichloroethene BRL ugiL 0.5 5.0 EPA 502.2 Od/03/2000 Trichlorotluoromethane BRL ug<L 0.5 EPA 502.2 Od/OR2000 Vinyl chloride BRL ugiL O.3 2.0 IPA 502.2 04,'03/2000 Note: Approved By (Lab Director) superior Court House. PO.Box 427. Banlstable. MA 02630 Ph; 508-375-6605 TOWN OF BARNSTABLE LOCATION SEWAGE # 0 0 — `/ VILLAG 6,5��,�� ASSESSOR'S MAP & LOT -D INSTALLER'S NAME&PHONE NO. G SEPTIC TANK CAPACITY >Jr 6-6 LEACHING FACILITY: (type),? (size) NO.OF BEDROOMS BUILDER OR OWNER ;?6g ,,Z J PERMITDATE:T --dZa d Q-a' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the B om of Leaching Facility Feet Private Water Supply Well and Leaching F cility (If any wells exist on site or within 200'feet of leachin acility) Feet Edge of Wetland and Leaching Faci - (If any wetlands exist within 300 feet of leaching fa ty) Feet Furnished by ' p,4 ..� r _ s da 'No. .k .�" �� _.. Fee U THE COMM0 WEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION.-TOWN OF BARNSTABLE., MASSACHUSETTS Zlppltratton for io opal 0tem Con!5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name and Te No. .. Assessof'xMap/Parce0 Installer's Name,Address,and Tel.No. Designer' N e,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size —scrfi. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Numbel of sheets 01-4 Revision Date Title Off'- D �45 Size of Septic Tank / Type of S.A.S. Description of Soil ��,6 D��-)ll'^/ i�B 1�� /��`6, �--/'9O eeZ- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee is!ueby this oar of Health. Sign Date _ 2. Application Approved by DateVAnt Application Disapproved for the following reaso Permit No. Date Issued --�Fee I THE COMMO WEALTH OF MASSACHUSETTS : 'Entered In computer: _ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for -Mioaaf *p5tem Construction Vcrmtt, Application for a Permit to Construct( )Repair( )Upgrade{ ,._,, andon( ) ❑Complete System ❑Individual Components Location Address or Lot No. v Owner's Named and TeUNo. _��� Assess s ap azcel ,. Installer's Name,Address,and Tel.No. 1 Designers Name,Address and Tel.No. K GSM 1�o 3i,�S�Ji✓ `, f�rL/���5 A//c I)rpe of Building: '/ Dwelling No.of Bedrooms 7 Lot Size Garbage Grinder,( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets o� Revision Date Title 4l Size of Septic Tank Type of S.A.S. /r Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: - •Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the-system in operation until a Certifi- cate of Compliance has been issue by this .oar cf Health. i l s� Signed r t Date r Application Approved by �1 _ Date /00 _Application Disapproved for the following reaso ! + Permit No � _ Date,l sued THE COMMONWEALTH OF.,:MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE , t at the �e� ew is osa System Constructed'( )Repaired ( )Upgraded( ) Abando ) -el n / at r f has b n constructed in accordance with the o usions of Title 5 and the or'Disposal System C nstruction ermit No. " dated Installer Designer / l a # I � The issuance of.,this e t sh 11 not be construed as a guarantee thpat the . ste will function as,dd sign i "' n Date 1 � -Inspector T 1 �f J t—— ——— -4 No. Fee 'THE COMMONWEALTH OF MASS ACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE MASSACHUSETT f6 ova p5tem Congtruction 3permit Permission is hereby a j d to Construct( e ,air( )U gradef( )A andon ( ) System located at `7 t-� /'+✓l �11 i V , and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Con ction uebompleted within three years of the date of ht pe Date: oqoApproved by r r SW-30-2009 10:04 From:BORTOLOTTI CONST 50e42e9399 To:15oe7757e77 P.1/2 BORTOLOTTI CONSTRUCTION,INC. P. O.BOX 704,MARSTON$MILS,MA 02648 508-771.-9399 508-428-8926 508-428-9399/FAX C9 SEWAGE DISPOSAL SYSTEM EVALUATION Inspected By:20401u _ 4 A � ate to Address: Map&Lot#: J,toperty wntr/,Buyer• Mailing Address: 1 �? !� NOTE: A satisfactory evaluation does not guarantee that the system will continue to function, A Sketch of the property and sewage disposal components must accompany this form, RESIDENTIAL COM ERCYAL'USE LotSize: Lot tze• No. of Bedrooms: Type of Business: A,gL��,,�.�1� b . �► Garbage Grinder: Water Softener: Sq.Ft. of Bldg: Other Water Use(Appliances) Mp/pf Employees: Water Use Activity: Year Round: ,Sestsonal: Water Source: -- Water Source:- 9[y r1 Septic S stem Installed(Date : Title V Yes No Component No. Size Length Type Ft. to Ft. to Conditions Well Wetland Building Sewer Septic Tank 1 N Ar �� A Effluent Pipe Dist.Box Dist.Pipe Leach Pit 1 Flow Diffussors Leach Trench Stone CesB ool j Pum /Chumber Evidence of Ground Stain Yes( ) No (4e) Unknown ( ) Evidence of Breakout/Overload Yes( ) No ( e Unknown ( ) Evidence of Overflow to Surface Yes( ) No ( t)r Unknown ( ) Evidence of Lush Growth around Pit/CesspoolYes( ) No Unknown ( ) j Standing Liquid in Pit 1./2 or More Full Yes( t-� No ( ) Unknown ( ) j Evidence of Excessive Pum .ding Required Yes( No ( ) Unknown comments `T l 0- � - AeMw -MAKa +Q t 4 i I SSP-30-2009 10:04 From:BORTOLOTTI CONST 5084289399 To:15087757877 P.2/2 I �� noolec ce) C � woj elf �- b'.� 601"ds�, po p� S`�r� `�:7r,,c�''UY, bp)c,`'�2Te- `c CL: I pre.m L aeh P/4 uj iWA cc)U-ds 40 8rade, Cil'o -4e.p 0� v &)o,.g 4oli a C4) . C 703 b--)- �J gltun too0jC4� ; lc�r� �- V" Gf9 st POT 1 , oNv� 61 - s'� I c 2U� TLo s <e dV c stiw (� POT 'To , n.. Y� lel41 VV 6d S'r q Vie. -jo I _ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 99 Red Oak Lane �l/ Property Address Michael Ackland Owner Owner's Name information is West Barnstable MA 02668 06/15/08 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information When filling out ; forms on the computer,use 1. Inspector: `,.—_ only the tab key to move your Michael Kellett cursor-do not Name of Inspector `s use the return ° key_ Aardvark Environmental Inspections c=4 .a� Company Name ZZ Vj P.O. Box 896 Company Address East Dennis MA 02644-D m rtnm Cityrrown State ` Zip Code 508-385-7608 S13742 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 16.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 06/25/08 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection:If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. *""*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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) 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: 13) 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. Answer yes, no or not determined (Y, N, ND) in the ❑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 wi11 pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or 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 ❑ obstruction is removed Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,.' 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08- every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,.' 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is West Barnstable MA 02668 06/15/08 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ 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 coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® 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. �I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply Cl ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone If of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. f Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Citylrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) (310 CMR 15.302(5)] Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is West Barnstable MA 02668 06/15/08 required for state Zip Code Date of inspection every page. City/Town D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 3 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(if yes separate inspection required) ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Sump pump? ❑ Yes ® No 02/08 Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland _ Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 08/08/2000 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No Commonwealth of Massachusetts up Title 5 official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is West Barnstable required for MA 02668 06/15/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 2.8 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 2.0 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: 1500 gallons Sludge depth: 2° Distance from top of sludge to bottom of outlet tee or baffle 29" Scum thickness 21' Distance from top of scum to top of outlet tee or baffle 5" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? measured Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,. 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Citylrown State Zip Code Date of Inspection D. System Information (cost.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The tank was sound and tight with tees in place and liquid at outlet invert. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: - Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): i Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (coot.) Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert even Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The box was level and tight with no sign of carryover. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No Alarms in working order: ❑ Yes ❑ No Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is West Barnstable required for MA 02668 06/15/08 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 3 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): This system has four Infiltrators surrounded by T of stone. There was no sign of ponding or failure in the stones Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Sv,y 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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.): 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,): Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System form -Not for Voluntary Assessments 99 Red Oak Lane Property Address Michael Ackland Owner Owner's Name information is required for West Barnstable MA 02668 06/15/08 every page. Citylrown State Zip Code Date of Inspection D. System Information (coat.) Sketch Of Sewage Disposal System: Provide a sketch 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. tg Ott Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments • 99 Red Oak Lane Property Address Owner Michael Ackland information is Owner's Name required for West Barnstable MA every page. Cityrrown 02668 06/15/08_ State Zip Code Date of Inspof ie onct onct D. System Information (coot.) Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells Estimated depth to ground water: 20 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed 1USGS database-explain: You must describe how you established the high ground water elevation: USGS maps show an elevation of over 20'. f Town of Barnstable OptHE T� Regulatory Services BARNSTABLE, : Thomas F. Geiler,Director 9 SS MA . � 039. Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 REGARDING SEPTIC INSPECTIONS BY PRIVATE CONTRACTORS DISCLAIMER This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original or copy of the report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observations and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved. at a particular property would be listed on the "Disposal Works Construction Permit". If you should have any questions regarding this report, please contact the certified Septic System Inspector who conducted the inspection. i QASEPTIODisclaimer Private Septic Inspections.DOC TOWNN OF BARNSTABLE LOCATION-2 / ��Yc 64 A b SEWAGE # k VILLAGE liCi 94 A kS &a j,�c� ASSESSOR'S MAP & LOT �D J INSTALLER'S NAME&PHONE NO. 2G b /z ja�- 'J 7 �7 7 L s j SEPTIC TANK CAPACITY >� d--6� LEACHING FACILITY: (type),? — S—�i' �a (size) NO.OF BEDROOMS i BUILDER OR OWNER �d�? /t .r I PERMIT DATE:� '—aZ6 — d-4 COMPLIANCE DATE: Separation Distance Between the: i Maximum Adjusted Groundwater Table to the B om of Leaching Facility Feet Private Water Supply Well and Leaching F cility (If any wells exist on site or..within 200 feet of leachin acihty) Feet Edge of Wetland and Leaching Faci ' (If any wetlands exist within 300 feet of leaching fa ' ty) Feet Furnished by ` ^C p 7� (�t� No.-------------------- � Fee----- --��-------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Veil CongtructionPermit AP plic ion is ereby made for.a permit to Constr t Alter ( ), or Rep ( )an individual 1 at: Locat' n — Address As sors Map and Parcel Owner Address ---------------- ��� = ,�.�i � � - - Installer — Driller Address Type of nwelfing6il�j�,�f/ - Other - Type of Building ----------- No. of Persons-------------------- ----------____ Type of Well YP ---------------- - Capacity--------------------------------- Purpose of Well------------- - - - — - ------ 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 "J�J� -� — 6pe&—!5d date Application Approved By - date Application Disapproved for the following reasons:-------------------------- ----------__—_ date Permit No. -- Issued----- -- - ---- - -- ----- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (Altered ( ), or Repaired ( ) b ���--_lam_����i/1�L --------------- In alter at-----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. `' -Dated '�a- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE DQ —- -- Inspector-- --- - - --------- n. r , No.- Fee------ --------- j BOARD. OF HEALTH ' TOWN OF BARNSTABLE �✓' { • I p [tcattonorer[ C.ontructtonermtt Applic 'on is hereby made for a permit to Construgt (./f Alter ( ), or Rep ( )an individual 1 at: Is Locat n Address' As sors Map and Parcel 11 Address ---------—l-�E caner_ /= - LGf 7 Installer — Driller Address f Type of { --- ----------- "" { { Other - Type of Building --- --- —=-- No. of Persons----------------------- Type of Well Purpose of Well - -------=--------- ------- t Agreement: z 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. t Signed , 1 � � ddjate Application Approved:By=- - �—---- date ' . '`Application Disapproved for the following reasons: -----------------_---- ------__��__—: --------------- date — —-- --—— ---- ----------- ---- -- Permit No. --- Issued=----Zl-AF/--L � -date BOARD .OF HEALTH y " TOWN OF BARNSTAOLE - ctCertificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) -- ------------- -------------- In allat er has been installed in accordance with the=provisions of the Town of Barnstable Board of Health Private Well Protection 4war1- o�,�-d6 Regulation as described in ahe,appTication for Well Construction Permit No. -----------_.Dated.---- --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE,CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTIOi4 SATISEACTORY. DATE----- =- --- -- Inspector-- - = - - ----=------' - .t?6?a��#a[I!stit.il'E4�tiili yGli?�ripii it�9h��ii�"�iT6f'Y@Gilf;iti.4i�Lli9i4iR1iaaEL.4i4.aSGa6L�:dIIiiL4il�EiYlaRi9L'4Yil iT6T.i!bT-i.�b!i!i.?"��ia!iT T�Si'4$lYs'T'i=v...a1i�a45S�'TYaP'8t'4t 46sa�LT T BOARD OF HEALTH 12 �— Zy TOWN OF 'BARNSTABLE f Well Contruct ion i3ermit No. - Fee-?`l Permission is hereby granted — _--_— to Construct (/S Adter ( ), or Repair ( .) an Individual.Well at, ` Street as shown on the application for a Well Construction Permit 8 ©cs`No. ----- Dated--_—_� - r He DATEr dd _ 3 Board of alth r U � m Z N N c O " U� m g 88"x67"FULL VIEW 30G8 FULL VIEW 17"AFF �.i `_° cz �S N z 0O Zt DRAWN 61:MK z O w 2 NO WORK Q OTHER PROPERTY > W J O O cz z OL FW- lLJ OFFICE AREA N cz CARPET a Lu a- �N CLG.8'-2° Ln Z O Lu O m O co NO WORK OTHER PROPERTY ELECTR.PANEL PHONE/5ECURITY Z LL- Q O O u O � W UNMN151TD AREA Gz Q CONC. x STORAGE AREA { CARPET CLG.8'-2° ELECTR. ELECTR. LIM SEWER LINE O O 2868 N 14"x32° 27-1/2"x13-1/2" 4173PNL 27-1/2"x13-1/2" M EX15T. 3LT;75"AFF 3LT;75"AFF j GA5 METER 0U' � Z Q 0 W N Q w BASEMENT FLK PLAN FIRST FLK PLAN /vfAf ,'XReEL. —011 I/4" = I '—O" 117 r,i> I Ij O "� ` N m"o . L! N Q LL EXIST. EX151 DR O WN Q Z o0 m � lL m I DRAWN 5Y:MK o w NO WORK Q � J OTHER PROPERTY > Lu J o o L LLJ cL (n O Q Q 11J D- In NO WORK OFFICE AREA O z OTHER PROPERTY - 15'-9"x 20'-8' W � O � V �0 N ELECTR.PANEL PHONE/SECURITY z N O _ (n Q L.z Q I Ifi O ------ N JLL _ C.O. fvL UNFINISHED AREA 0, CONC. 24"x 34"CA5ED I--n IC ACCESS Oj OJ O O l O ;r o O,fZG-:�J�GO- N R II cr ELECTR. ELECTR. oe? 75ATH DN T 55 NTUP m O O (I2) 15E @ G-5/8"wO (1 1) PEA 5@ I I5EEP LINE ° z O I _ WOOD CAP a0 TOP O 1 I5T.DR N 1 4"x 32" EX15T. EX EXIST.27-1/2"x 13-1/2" — GAS - EXIST. 3LT;75"AFF n U~1 METER Z) O ui N Q w C)BASEMENT PLR PLAN FIRST FLR PLAN oL — N ch ) I/4" = i '-O" I I/4" = I '-O" A- 2 t .� ��-' a I; •' , O BENCHMARK. , { TOP OF TRANSFORMER PAD h ELEV. 124.76 O ! EXISTING LOT 16 WELL , ENCROACHMENT CHAIN LINK FENCE CATV , _ �, PROPOSED 1 _ Q T , S 54 25a 06- as E � `•... #ELL f srs Ms x x _ 315.57 ELEC _ _ N . I32 - i TRANSFORMER ' (� -- PROPOSED WATER + _ -. % �' WS SERVICE - _..p._... __ . ..... ..... ... ---� FROM. . . ..... p5 WS — WELL F•- Q .... ... :.. ....:... .... 1j. .. .... o H �+ N - �\ / Z .., W - _. . LLJ.... —+r P .,.. O_ ROPOSED . : :.:. w. pR , ,h. :.......:.,.:.. < Lij JJ6 Z W W ( 22 ' j .........,.y............:...... .,...- :,. �. 77 ,�1,#6.l';:::' DRAINAGE, t + O t ; EASEMENT LJ h ID Q o o / I i N ; N ti I I > j 46 Its rn 6� 1 , ,. ' I W 2 t N N I ;_ PORCH � s • U 1 Cn PR/OR TO /NSTALLAT/ON OF , tY TP ,. _ ! W THE SER77C 5),S)Z a AN W I 2 Q 9 , ADD/TI'ONAL PERCOLATION I Q CL n TEST AND SO/L EI�ALUA ON ,t � >'? , . .�+ ;•, ., !; f", ., ,,-. • P RF RM a PRQ�OSED TP7 ? O SHALL BE E O ED r 10 M/N \ Z , r , 0• V C /N )RE AREA OF THE PROPOSED I I� 8 HOUSE A. < 1 w . : _ ._ ..: q SO/L ABSORPTION SYSTEM rUj t� D.`BOX ,;; ,i i;y � FF-1.38.20 O •...` -e.-- �/ 3 C9, A N p t � I � W e 1500 G LLO .> >•,� � t � 0770 TANK , k l r: . k! o .63 t .r.�a ,• ( 1 TP3 _:. C� - _ O , g =80. Z 5 1116XI CA)OA rlrr IN17L 7RAT6WS fi77t,' 4 FT OF.STONE ALL AROUND AND 1 F7_OF STONE BELOW. / w ri EDGE OF VEME PA N7 , 0 .y I , f F NOTICE • LOT 1 5 : � _� , , Unless and until such time as the original (red),stamp of the responsible Profess .__ : - ... sonat Engineer, or Professional Land Surveyor + EDP appears.on this ion: E O Pp P -1 .04 ACRES p A (A) no person or persons, including any municipal or other ENT n n public officials, may rely.upon the information contained herein; and I (B) this plan the n ro of Holmes & McGrath,'Inc. ,• *- � rproperty ert Y P EDGE OF CLEARING f _ ! 153.87 _� 4/ /19 0 ADD TEST HOLES 3 & 4 ; , Mie '. 2/8/00 REVISE SEPTIC SYSTEM SJSI -, N 54 25 06 w _ DATE DESCRIPTION DrawnChecked . O APPROX. LOCATION R E V I S I O N S q OF EXISTING SOIL ' ABSORPTION SYSTEM m ABSOR ( LOT 14 Z PLOT PLAN . f , OF ` PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR MILLER STARBUCK CONSTRUCTION - LANE NOTES r FOR LOT 15, RED :OAK IN . z 1. HOUSE NUMBER. 99 MA BARNSTABLE, 2. -ASSESSORS NUMBER. 128 24 3. ZONING DISTRICT. RF SCALE. 1 20 DATE. JAN 4, 2000 s 4. FLOOD HAZARD ZONES: C a� , GRAPHIC SCALE ' , � O PIICHAEL J. PAD EL.=124.76 5. BENCHMARK. TOP OF ELECTRIC TRANSFORMER ( ) h OI rYl eS and tY1 C t'Qth inc. 9 f •� BORSELLI 1 20 10 0 20 surveyors IVIL to 6. TOPOGRAPHIC INFORMATION :'COMPILED FROM AN civil engineers and land sure 9 Y ., F 3 . :ON :THE . GROUND INSTRUMENT SURVEY _ 200-main street (5 �.r 08 548 3564 PHQ. ( E t�Tt� � ' m NATIONAL . 02540 --9672 FAX - 7. ELEVATIONS SHOWN` ARE BASED ON ..THE . _ IN FEET _ falmouth, ma 508 548 GEODETIC VER T1CAL DATUM. , 1 inch 20 `ft. ''r{• -. 9 PAGE 64 t DRAWN. MAH MTM SJS CHECKED.. . 8. REFERENCE. PLAN BOOK 3 8 4 73 4 26 1 F 2 4 4 PP wG JOB N0. 99455 DWG: NO.. SHEET o • _ NItLLERST 99 55 99 55 .D x, . LL ,r k • x , SOIL TEST DESIGN CRITERIA Date of soil test: .11 29 99 Test taken, t by; S. 5 LVA • Re sults is witnessed by.'TOWN O F BA RNSTABLE HEALTH ` AGENTNumber of bedrooms. 4 Equivalent to 440 gal.'s/day Garbage disposal unit: NoPercolation:.erate. <5 min./inch Leaching area - capacity required: 440gal.'s/dayGround water NONE ENCOUNTERED Side area 'pro osed: 192 s . ft. P q DEEP OBSERVATION HOLE Bottom area proposed. 425 sq. ft: LE LOG N0. 1 T _L area ota a ea: proposed. 617 sq. ft. OTHER n system shall slope away at o_min. of 29� 4j Finish grade above and adjacent to sys e p y Pro used. IeaChin capacity. 456 al. 5 da -SOIL SOIL TEXTURE SOIL COLOR SOIL (sawcnees. P 9 P Y 9 / Y DEPTH" ELEV: HORIZON (USDA) (Munsell} MOTTLING STM Baum 4" diam. cost iron or:Schedule 40 PVC pipe (tight Joints). Water supply: PRIVATE WELL cassstoicr:GMAO Pr concrete - • Precast o crete units. H 10: loading design D" 1s0.s 20 min. distance (building to edge of leaching system) 140.0 .' 0» 4 O/£ 10' min. distance 137.3 4'-J6'. B SANDY LOAM 10 W 6/J GENERAL NOTES COARSE SAND 2.5 Y 7 4 ' -120 1J0.3 C / • 1) No change to this system shall be made unless First Floor , 3-Removable covers within approved"in writing b" of n m r Elev. 138.20 6 of finished rode g y h mes and cg oth, inc. Acces Holes M Tank to Dist. box with 2) Subject to Inspection during construction by the - ' be 20� in Diameter Removable cover within Board of Health and holmes and mcgroth, inc. 6• of finished grade 3) Heavy construction equipment shall not travel DEEP. OBSERVATION HOLE LOG N0. 2 over disposal system during or after construction: 4) Disposal system to be constructed in accordance OTHER Foundation SOIL SOIL TEXTURE SOIL COLOR SOIL 2 sa VARIES Inv. elev.= 133.50 with Title 5 of the State Environmental Code. ( design _ a Clean Backfill 3 DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING ST"S.Baum g s-0.0 s 0.01 level 0.01 MIN: A „ 5) A copy. of these plans must be kept on the site ��,xpG� by others i i 1 MAX. 2 layer of 1/8 to during the time of construction. 1/2 washed stone 6) 'A copy of these plans must be furnished to the p" 140.8 I contractor constructing the disposals tern. O._ " 0 r a ?,z. 9 system. 6 140.2 /� d C TANK ;� 7) Before bockfilimg, the contractor shall notify '? M} ao Ni ri „ r - 139.3 SANDY LOAM 10 YR 6 J - � �JOO.GAL. �i ,� M 4 ft. of 3/4 to 1 1/2 washed-► ���. -•.��� holmes and mcgrath, inc., and the Board of Health 6 1B B / 1 , a..;.. -Agent to inspect the system as constructed stone all around infiltrator and . }y� 9 P Ys A �w. n s. ,: a< "- 1J2.8 LOAMY SAND 2.5 Y.' 4 Elev.� 131.20 18 96 C! / > I d 1 ft. below. �'��•;�b� ��lr`"�"' � ,$.�,,•„ {<� 8) ; If .the contractor encounters any variation between l > n 71 4-0 . . ..... » > t the existing conditions shown on the plan and the _ 1J0.8 COARSE SAND' 5 Y 6 4 ' Bottom of Test Hole Elev:- 130.3 P 120 C2 2 / u - conditions encountered on the site; or any soil - c > H-1 O condition different than shown on the soil log, or 5 5_ c - c any adverse sod, the contractor shall immediately _ - SOIL ST 6 LAYER OF CRUSHED COMPACTED STONE ,. contact holmes and mcgrath, inc. Holmes and 6 LAYER OF CRUSHEDCOMPACTED me rath. inc. will examine the soil condition .STONE g E and report to the owner an suggested revisions. y ested 99 Date of-.soil test .3/7/00 PROFILE. RO LE THE CONTRACTOR SHALL EXCAVATE 4' BELOW THE y Test taken b S. SILVA BOTTOM OF THE LEACHING FACILITY TO ENSURE Results witnessed by. D. MIORANDI, NOT TO SCALE , L THAT THE SOIL IS COARSE SAND WITH A PERCOLATION Percolation rate. <5 min./inch IN Ct & C2 RATE OF 2 MIN. INCH OR LESS. / Ground water NONE ENCOUNTERED DEEP OBSERVATION HOLE LOG NO. 3 OTHER INSPECTION HOLE SOIL SOIL TEXTURE SOIL COLOR SOIL (S"CIIAM _ DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING slats eatmtS rnwssle¢r s au \ 0" fie 0 s , O"-4" 1377 p 1J4.8 16 4 -38 B LOAMY SAND 10 YR 5/8 . T 8,-96' 1 1JO.-O C1 LOAMY SAND 2.5 Y 5/6 6"-144" 126.0 1 MED. -SAND 2.5 Y 7/4 34" 6'-3" DEEP OBSERVATION HOLE LOG NO. 4 OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (Si<OiL9Mm DEPTH ELEV. HORIZON USDA Munsell MOTTLING 51dES eatmis (USDA) ( ) cr>i�sieicr.s . TYPICAL HIGH CAPACITY INFILTRATOR (H_2010ADINQS 136.0 0'-4' 1J57 O , 1 .0 LOAM AN NOT TO SCALE 4 -J6 3J B - LO SAND f0 YR s/e 10 6 _70 JO2 Cl LOAMY SAND. 2.5 Y 6/6 70"-132' C2 M£D. SAND 2.5.Y 7/4 -20 Diameter Access Holes 3 �. . ao NH FOR ALL ACCESS MANHOLE'COVERS 0 INLET OUTLET SEPTIC TANK AND DISTRIBUTION BOX " FINISHED RA NOTICE SET MORE THAN 6 BELOW I SHED GRADE, • -� Unless and until such time as the original (red) stomp of the .< SHALL BE -RAISED TO WITHIN 6 OF responsible Professional Engineer, or Professional Land Surveyor FINISHED GRADE WITH .RISERS P 9 y° appears on.this plan: npersons, .n I in n municipal I or other (A) no person or including g any rnu c pa . : .• .. ,. public officials may rely upon the information contained herein, and P Y Y• P , FRAME '& COVER (B) this plan remains the property of Holmes & McGrath, Inc. STEEL REINFORCED PRECAST CONCRETE OVER "T'S" WHERE REQUIRED: PLAN EW A TEST, H S AT FOR &4> t,. -PRECAST'coNCRETE 4/18/00 ADD HOLES DATA # 3 MJB TANK RISER WHERE 3» REMOVA LE COVERS 3 REQUIRED f EQU ED DATE DESCRIPTION DrawnChecked INSTALL TUFTITE SPEED LEVELERS ,. REV -ISIONS 3 min. clearance required INLET "r i ALL OUTLET PIPES FROM ',HE ON ALL OUTLET PIPES - DISTRIBUTION_ BOX SHALL BE ao " E „ SET LEVEL FOR AT LEAST 2 FT. 16.5 CONCRETE COVER INLET . - _2_min_inlet to outlet OUTLET CONSTRUCTION DETAILS o . cL c . - » 5 - 5 OUTLET 5 -� _ t _ s 7 OF PROPOSED SEWAGE DISPOSAL SYSTEM a i KNOCKOUTS E u E � i \ J_ � � PREPARED FOR : TUF TITE o p - GAS BAFFLE INLET 19:5" OUnET MILLER STARBUCK CONSTRUCTION 9 FOR T, RED AK LANE 11.25 0 LOT 15, E 0 - 6 r , p t i 5' 20• 1.75" BARNSTABLE MA ECTI N CROSS SECTION CROSS-SECTION END-SECTION PLANS 0 OF �gq S _T_ .. : SCALE. AS SHOWN DATE. JAN. 4,' 2000 � s o . TYPICAL 1 00 GALLON SEPTIC TANK MICHAELJ G4 C L 5 5 HOLE DISTRIBUTION BOX holmes and ` me rath Inc. BOR , . 9 , SELLI �} :I•. c .IL .. CIVII engineers and land surveyors' ors �' NOT TO SCALE NOT TO SCALE 9 Y 200 main street � .� � •far C,) r . - falmouth, ;ma. 02540 DRAWN. MTM SJS CHECKED..- • .' � 4-26 99455DT.DWG JOB .NO. 99455 DWG. NO.. 3 SHEET 2 OF 2 • 'y :I � t O O ; ` W c9 BENCHMARK: TOP OF TRANSFORMER PAD O ELEV. — 124.76 EXISTING LOT 16 WELL ENCROACHMENT - CHAIN LINK FENCE _ CATV ; ►� . �. --___ PROPOSED Q I J - C) TELE. S 54 25 06 E �� ___-._. _ _ TIC SYSMS IfFLL ,.< +r 1 X E SEP ; x x 315.57 ELEC. . ? .f ; _— PROPOSED W >. TRANSFORMER _ �---- WATER SERVICE `_ FROM V� W5 _ WELL WS WS WS Z z , 0 O _ w w G a <: , v _. _. _y g Y .... _. . �. _ Q ..... . . '`� n, L.L.I ti . (� - . .-_ DR/l2rWA Y _. f , 4 3 w o o , '� I ' DRAINAGE I " Ld r 0 0 ,_._ �- t s 1 EASEMENT Y `n w GARAGE t/ f ( 0 + N N r a , 46 .: 0 t L0 N 6 a T . . -. J ' LIJ tv Iv 1 6- PORCH w ,._ 30 UI PR/OR TO /NSTALIA 170N OF. _ ;+ (n ' LL' 7., THE SEPT/C SYS TEl/ AN ti, I TP2 t Uj Q a 9 t 1 4,0,0 OVAL PERCOLATION I Q ». N 0-- N D/L EIiA �,a nav rz o r�-sr A D s L 1� c ►,1' F. :. SHA L BE PERFLAlED cn PRLOSED m t L o, \ �� 10 M/N Z(` p r , LIJ /N THE AREA � THE PROPOSED �" I � HOUSE � C FF 1 20 1 SL7/L ABSORPTIOiV SYSTEM �6 ®... t c, i �., 500 G LLOiV O 1 I, 6 __ _, f Q- PT/ ANK r T 3 Lo O I SE CT �c, �: ., , .. _ 4, • w i 109, to, t.. _ y O i 1 , �3 i ,,,I TP3 _ G '. $, . - . R '1 Z A TY/ TIRAT .' N ' w 12 _... ..._. Q 5 H/GH;CAP C/ NFIL O4S ,: • _ N fl9TH 4 FT OF STONE ALL AROUND •� �,�� AN 1 F OF STONE BEL OW OF p AVEMElN7 1 LOT 5 NOnCE ,. ! t i Unless and until such time as the original red stain of the t --_ l ,, �,. responsible Professional Engineer, or Professional Land Surveyor , 9 Yo EDGE appears on this Ian. 1 .04� :' ACRES ,. Eo PP P A A no person or persons, includingan municipal or other ENT • public officials,. may rely upon the information, contained herein, and -- B this Ian remains the property of Holmes'& McGrath' Inc. . � ) P P oP Y t GE OF CLEARING 1.- 153.87 EDGE i . 4/19/0 ADD TEST HOLES 3 do 4 MJ8 N 54 25 06 W ,� - 2/8/00 REVISE SEPTIC SYSTEM SJS o -- DATE DESCRIPTION DrawnChecked / - APPROX. I.oCnnoN o R E V I S I O N S OF ExlsnNc so1L � - A13SORP11ON SYSTEM LOT 14 Z PLOT PLAN ;j F - SYSTEM 0 PROPOSED SEWAGE DISPOSAL S S E PREPARED FOR` NOTES. - MILLER STARBUCK CONSTRUCTION FOR LOT 15 RED OAK LANE IN 1. _HOUSE NUMBER: 99 BARNSTABLE MA 2. ASSESSORS NUMBER: 128-24 RF 3., ZONING 'DISTRICT: : SCALE. 1 20 DATE. JAN. 4, 2000 - 4. FLOOD HAZARD ZONES. , C � o M1cHAEL�t, GRAPHIC SCALE , 5. .BENCHMARK. TOP OF ELECTRIC TRANSFORMER PAD EL. 124.76 BORs�L� �, C ) holmes ; and me rath `Inc. IVIL , F MATI N COMPILED FROM AN 60, 6. TOPOGRAPHIC INFORMATION C 20 10 0 20 civil en sneers `end land surveyors No, 5ea INSTRUMENT SURVEY , 9 Y o .. ON THE GROUND INSTRUME S RVE � � . .� 200 main street 508 548 3564(PHONE p b�ISTER • 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL _ ss faimouth ma. 02540 508 548 9672 FAX ro�aL E IN FEET ) • { GEODETIC VERTICAL DATUM. a 1 inch 20 ft. ,^ Y . DRAWN. MAH TM s CHECKED. 8., REFERENCE: , PLAN BOOK 398 PAGE 64 ,M J JOB NO., 99455 DWG. NO.: 73 26 SHEET 1 OF 2 MfLLERST 99455 99455PP.DWG B i t SOI L L TEST � = DESIGN Date I CRITERIA e of sal test. 11/29/99 Test Taken by S. SfLVA ,i -- Number of bedrooms: Results witnessed b . TOWN OF BARN TA T ,b d Dams. 4 ,Equivalent,to 440 gal, s/day. y BARNS TABLE HEALTH AGENT , Garbage disposal unit. No Percolation rote. <5 min./inch 9 P , Ground w NONE t_eachm.g area capacity required. 440gal.'s/cloyater 0 E ENCOUNTERED Side area proposed: 19 s . ft. _ p p 2 q Bottom area proposed: 425 s . ft. DEEP OBSERVATION -HOLE,:. P q LOG NO. 1 Total ota area proposed: 617 s ft. Finish grade above and adjacent to system shall slope awayof a min. of 29� P P q Proposed leaching OTHER p 9 C4pQClty: 456 SOIL SOIL TEXTURE SOIL COLOR SOIL s�cniws, DEPTH V 4 dram: cost iron or Schedule 40 PVC pipe (tight joints). Water su I PRIVATE WELL ELEV. HORIZON (USDA) (Munsell) MOTTLING P P ( 9 Jo ) P P Y . ooiaesraKr z aunt Precast concrete _ -• t c ete' units. H 10 loading design•' 20' min.' distance (building to. a of leaching system) 9 9 0. 140.J ( 9 9 9 Ys ) 14 0 4» 0.0 O� 10 -mina distance 137.3 NOTES GENERAL 4--36 8 SANDY LOAM 10 YR 6/J -_ - COAT;' First floor _ 1) No change to this system shall be made unless 6 120 130.J C S£SAND : 2.5 Y 7/4 3" Removable covers within - :. . Elev. 138.20 approved in writing'b holmes and me rath -inc. 6. of finished,grade i PP. 9 Y 9 : 49902� Accesq Holes-iriq Tank to Dist. box with 2) Subject to ins inspection Burin construction b the - be 20 in Diameter -Removable cover within . re P 9 Y { • Board of Health and holmes and mcgroth,_ inc. i 6" of finished grade . • 3) Heavy. _equipment shall not. trove) I DEEP OBSERVATION HOLE LOG NO. 2 over disposal system during or after construction: Foundation 4) Disposal system to be constructed in accordance OTHER 2 VARIES = with Title 5 of the State Environmental Code. SOIL SOIL TEXTURE SOIL COLOR SOIL design = Clean Bockfill 3 lnv. el v. 133.50 ( � g s=0.0 s 0.01 level : 0.01 MIN. 5 A copy of these Mans must k DEPTH ELEV. HORIZON (USDA Munsell MOTTLING Sm"DMIL �k ) py p us be kept on the site ) ( ) by others 1 MAX. cassmicr xau�et i i v 2" foyer of 1/8" to during the time of construction. -- 1/2 washed stone 6) A copy of these plans must be furnished to the 0- 1408 contractor constructing the disposal system. " 9 P Ys 0 -6 140.2 Olt . ,,r v SEPTIC TANK_ ao (J,r }} 7) Before backfilling, the contractor shall notify M M » » ,;,3?s,. 1500 GAL. r� rh 4 ft.'of 3 4 to 1 1 2 washed---- ,-rw- . holmes and me rath, inc. and the Board of Health 61-18" 139.3 SANDY LOAM 10 YR 61-Y N r * Agent to inspect the system n stone all around .infiltrator and 9 P ys as constructed. .� �-. ,t., �^•<. ��..�. ..f, _ Elev.= 31. - . - 132.8 > M• 1 ft. below. ..k.•>.�:.��'z.�.�.-'� � ���-, - -� •• -' �:a= 1 20 _� $ If the contractor encounters an variation betty 18 -96 Cf LOAMY SAND 2.5 Y 714 > 4_0 . : u ar > 1 t the existing conditions shown on the Ian and the ai - u Bottom f T 9 P 130.8 > u ;..- .`.•: �-m o Test Hole Elev.= 130.3 conditions encountered h r 6-120 C2 COARSE SAND 2.S Y 6/4 c > H-�� " '3 d on the site...o any soil c > `,: condition different than shown on the soil log, or c - c an adverse soil,'the contractor shall immediate) 6" LAYER OF CRUSHED COMPACTED STONE - y y V. contact holmes and mcgrath, inc. Holmes and SOIL TEST 6 LAYER OF CRUSHED COMPACTED STONE me rath, inc. will examine the soil condition . ' g and report to the owner any suggested revisions. Date of it PROFILE so test. _3/7/00 THE CONTRACTOR SHALL EXCAVATE 4' BELOW THE Test taken b S. SILVA Y BOTTOM OF THE LEACHING FACILITY TO ENSURE Results witnessed b MI y D. ORANDI _ NOT To SCALE THAT THE 'SOIL IS COARSE SAND WITH A PERCOLATION I Percolation rate. <5 min./inch IN C1 & C2 `RATE OF 2 .MIN./INCH OR LESS. _ Ground water NONE ENCOUNTERED 1 DEEP OBSERVATION HOLE LOG NO..3 I INSPECTION HOLE OTHER SOIL SOILTEXTURE SOIL COLOR SOIL (5>Auctlii�s i DEPTH ELEV. HORIZON (USDA) (MunselQ MOTTLING �oats. • � oaesroin•s aunt I 0- 1380 0 -4 137.7. . 0 I 16" L 134.8 8 LOAMY SAND 10 YR 5/8 LOAMY SAND130.0 Cl 25 Y S/6 126.0 C? MED. SAND 25 Y 7/4 34" s'-3 P�- I DEE OBSERVATION HOLE LOG NO. 4 SOIL X OTHER SOIL TEXTURE SOIL COLOR SOIL : 15oucnt¢i DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING 51diES L'g135101CY.f TYPICAL HIGH CAPACITY C Y INFILTRATOR (H- 20 LOADING ' 0- 136.0 0 -4 1J5.7 _ 0 N O T T s•- IJ .0 LOAMY AN 0 SCALE 36 g Lo SAND to YR s/e 10, -6" » - -70 130.2 C1 LOAMY SAND 25 Y 6/6 125.0 M£D. SAND TO J32 C7 2.3 Y 7/4 ' 3 20 Diameter Access Holes Co \ ALL ACCESS MANHOLE COVERS FOR . INLET t t OUTLET SEPTIC TANK AND DISTRIBUTION BOX SET MORE THAN 6" BELOW FINISHED GRADE, NOTICE • SHALL E RAISED TO 'WITHIN F Unless and until such time as the original red stain of the B 6 0 (red) P p responsible" i . FINISHED GRADE WITH RISERS: Professional Engineer,'or Professional Land Surveyor; appears on this f I . PP span. . T-. ... r-� , n r (A) o person or persons,_including any municipal or other, public officials, may rely upon the information contained. herein, and FRAME & COVER . EL REIN » (B) this plan remains the property of Holmes & McGrath, Inc. STEEL FORCED PRECAST CONCRETE OVER T S WHERE REQUIRED. PLAN VIEW PRECAST CONCRETE 4 1 ADD TEST HOLES DATA FOR. �.R REMOVA LE COVERS 3 - TANK RISER WHERE 8/00 0 # 3&4 MJB 3 REOUIREp �• DATE DESCRIPTION rawnChecked .717y 4 INSTALL TUFTITE SPEED LEVELERS \ / 3" min. clearance required _ ALL OUTLET PIPES FROM THE R E V I S ) 0 N S - n INLET T' ON ALL OUTLET PIPES INLET eo DISTRIBUTION BOX SHALL ,BE 2 min. inlet to outlet ; . - - - -- 16:5 • - --- ------------ OUTLET , SET LEVEL:FOR AT:LEAST 2 FT. CONCRETE COVER CONSTRUCTION DETAILS -7 o c .. c •. » 5 � g T a �. o- 5 7 �� OUTLET v a= KNOCKOUTS_ OF PROPOSED SEWAGE DISPOSAL SYSTEM Q TUF-TITS' . 1 PREPARED FOR GAS BAFFLE 3 15.5" .I Q „ 1 ► i^� '� INLET 19.5" OUTLET MILLER STARBUCK CONSTRUCTION ' a V IN . » J 11.2s FOR LOT 15, RED OAK LANE 7. ... . �., 10`-0" 5' -8" 20" BARNSTABLE MA LAN SECTION CROSS ' SECTION END-SECTION P _ ON CROSS-SECTION SCALE. As SHOWN A � DATE. J N. 4, 2000 TYPICAL 1500 GALLON SEPTIC TANK o� MICHAEL',-.," G - 5 : HOLE DISTRIBUTION BOX holmes and me rath inc. o x NO TO SCALE I ,,. : � clviL � Y' T LE g . civil engineers and (and surveyors � NOT TO SCALE - 9 Y N�. �5osq,� a 200 main street S falmouth ma. 02540 _ t ,. DRAWN. MTM SJS C - CHECKED. 99455DT-DWG JOB N0. 99455 DWG. NO.. 26 SHEET 2 of 2 :, , k. , a . , s.1 r...r 1 , :.,. '' , , , .c .. v :..:." I ,.r.. ' , 11 _ . . y _ 1' 10 : ' � ` F , q ._ "j , II-�II�,I.II 11,I-I-,II-I 1I�,1IIII���.�1 I.-I..�I II�-I.1 II1 I I.-.�.��1 I��1 II w I I�.:,1._I,I I 1.1-"II��".I..,II,-I-I..I�_;.I,I.I�II-II-�I I.I 1.f II 1 I1.I 1 11...,II.II1II�-o�,I I.I I�I 1�I.1�II,I*I I�V1 1.I I,1.I�,1 1..I1 III1II1I:I I I.�11�I 1I.-1 I 1�II I 1 1�.'I�I1�II-�II,I�1,.�.1�I,)I�:-.1.11�II I1 I-I"I-III I1I1 I I I.�1.I,.-II II�.I II,��I.II,.I 1 I�I1�II)I�II.II�I"�.. 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I a I�i I..].-�I:I,.�1.�..,sb�./.1.I...I I...s..,..,I..�..I I�.. IA..*I'.,-�I..I-�..1.-�.�._.I(...1.'.*�I,-,".I1�)I._II.I,II*.1,/1\-.1-.1,I.-.I%.- �I)i.-.I--I..._,�1.1._0...I..1-.�..., I.�.I'.-I-�",)4\�I�I iIk.4t�, , '0 .' ,' , 0 _ `.. e, , ,:,t . y , ._ 4� Y. W .:. BENCHMARK. ..v.". �iII ;T P F_ II IIIII II II I II r 0 0 TRANSFORMER PAD c> t; E EV. , 4 n y L 12 76 . , EXISTIN G , , a LOT 16 WELL ENCROACHMENT- :: : 4. ` H T+f INK' F N CI L ECE C ,, , . , QT `S 54 25 0 s ' n TE 1 X 0 X _ N ._ � ._, ELEG.: o �� _ , PROP A .� os� TR NS ORfr1ER A 1 ... ... .`. .:-!.,''. TER ..:-- . -,....::..... ... WS Mf5 WE; N 1 '(� WS z O .::..;. ..;:.: z n .. ... . . _.. eil , G x .v��. - i :.... "' .... ...... ..... ....., , — ,, ..:. . .... ..... W a �--•- ..:......:: ......,:.,.. ..:...... ...,. ..,... ,.fir.. ........................ p "� . 13 ry.... ... . ,, k .::<......:.:.......:<.. ._ ...._ ..:_.,:. -- w D w w 3 0 ___- �� a -w 4 ___ I w Z _I .... %%%... .:....:..... 2 2 w _:_.:: _r' s�, - , `� ....:�� .-.,'... - ..r. lY/Vr.�/1 -^mow /' n �... I _o - _.-,- � DRAINAGE, p , 1 } EASEMENT , r .- e /. 2 .. ,. , .+'r . fi -: . .. /. ti O 0 J _.r I C14 _ , N •_ , ir.s 0 N a , / r r J 10 M/N I O - <t; +') 2 , t f N a ., P 6 _ -; v r 3 o PORCH �.,► ., t � . . Rl `NS A L4770rY'OF P GAP 11�/ L . � Q n ? . rN sE-� srsrE , �z W Ii�Ii 1 .. A. :, e + ".,- t �A A .P ATI N- r OD/AON L E7?CDC O � r r ; 1 � O -r T A .4 ATI TfS ND GYL LU OYV I 1 _ P \ 4 to ! .�. `; R 'w r 6 f t j SH.4Ll'BE PERFAQA/ED � PRA�O,S�O ,� <, .. �� O .. F -- i //V TH '4RE.4 OF,Tt/E PROSED �' v I E HOUSE _t� �<C' 1 � r : ( - W o k - r i .�',..... --_... t I SO/L ABSLYPPTIGWYSTEM FF >�820 O r r w _ � l W 1 A O G i 500 C LL GbV rn �. r A 1 >n O \ P77 TANK 3 I, ._- ____ , 1 r q r { III n III II I. II I. I. F r ��,. O f. 4 � _1 \ A I 9. r { I G� 3 i s , -M i 1 i ` �� _ c, _ _ ! R - - 5 H/G�/ APAQ'TY/Nf7L lRATG�PS ti , 8 .., .' .. ter'^'''" / L 1 L.l� ''ll77t1 4 fT 0/ STONE ALL A lX/ND � _ ; , ., G ---. ..,. 1 t t, - 0 -AND > FT fIF STGWE 9ELOW o r 1 , r s v _ , �. E j r VE , �_ r . r S F 1 LOT 15 1 rli r 1 D t R S NOTICE 1 .04 AC E E For PA r f Unless`an until u h time as the on anal ed stam o the 1 VEM' d s c 9 ) P E t N T r n I le t fe Ional En meet or Professional Land Surve r I I V espo s b P o ss g , yo r� r -a ea s on :th s a A PP P A r�o erson ,or ersons mcludin an municipal or other r f I r n i ublic o ficw s ma rel a on the info motion contai ed here n and 53.87 I i EDGE'OF CLEARING ( P Y Y P / , _ - (8) this plan remains the property of Holmes & McGrath, Inc. l� rr G 2 8/ 00 N' 54 25 06 W / REVISE SEPTIC SYSTEM SJS Minn N �J O ,: '. --- to - , DATE DESCRIPTION Drawn Checked - -� , = APPROX.'LOCATION O 1 L -1 oF' oasnNc say 1 R E V i S I 0 N S AesoRPnoN'srsM , m` LOT 14 PLOT PLA N i OF PROPOSED SEWAGE DISPOSAL: SYSTEM I E r PREPAR F� r ED R NOT MILLER .' STARBUCK CONSTRUCTION 0 S , FOR LOT _15 RED OAK LANE . IN . - . OU NUMBER. 99 1 H SE BARNSTI MA 2. ASSESSORS NUMBER. .128 24 • RF ; , 3. ZONING DISTRICT. , . 4 0 0 1 20 :;J N._ 2 0 4. FLOOD.,HAZARD a"ZONES. C SCALE. DATE A t1 �+ GRAPHIC SCALE � 6 -. :.. V \ _ -. \ _. - h P 1 47 5• BENCHMARK. _TOP OF ELECTRIC TRANSFORMER AD EL 2 6 C r h In: _ holmes .and meC� at c. o M ICH R E M AN so 6. >TOPOGRAPHIC INFORMATION COMPILED FRO 20 10 0 20 cwii en neers and land surveyors s L 1 _. . . , 9 _ Y v ON .Tl-IE .GROUND INSTRUMENT SURVE Y - PHONE , , _, 200 main street.:. 508 548 3564 : , ,:.. �54 R Tl A H` WN ARE ASED ON THE NA ON L 7. ,ELEVATIONS S Q 8 r _ FAX f I th ma. 02540 S08 548 9672 amou _ ' �o � / , IIJ FE•f. F R(. ) GI E A DATUM. Sr G EODETIC__VERTIC L III �,: _ _ i 3nch 0 S _ G r HECK D.DRAWN. C E A_ MAH MTM SJS YV► , 8. REFERENCE.. ,PLAN BOOK 398 PAGE ,64 r3 ,: . , - - , • 73 4 26 4 H ET a of 2, , _ JOB N0.__ 99 55 DWG. NO.. S E _ MILLERST 99455 99455PP.DWG ,, �. " , . _ SOIL TEST S Date of it so test, 11/29/99 ' Testk taken by. S. SILVA i Results witnessed b TOWN OF BARNSTABLE HEALTH AGENT y E T Percolation rate: <5 min. inch Ground water NONE ENCOUNTERED ;r DEEP OB SERVATION HOLE LOG N0. 1 w Finish grade above an n g d adjacent to system shall slope away at a min. of 27. OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (SmxV cs, DEPTH ELEV. HORIZON (USDA) �Munsell) MOTTLING srami GODI s 4" diam. cast iron or Schedule 40 PVC .pipe (tight .joints)... ,.,x G",,a ' 140. 20' min. distance (building to edge of leaching system) 0 3 ( 9 9 9 Ys ) ' 14a 0 0 4 O/E 10 min. distance 4"-36 137.3 8 SANDYYOAM 10 M 6/3 "_ f 0.3 COARSF SAND 2.5 Y 7 4 First floor 6 1?0 3 C / Elev. = 138.20 3;-Removable covers within 6 of finished grade Dist. box with H i Accesl oles rl Tank to be 20 in Diameter Removable cover within 6" of finished grade DEEP OBSERVATION HOLE LOG NO. 2 Foundation OTHER • 2 s= VARIES ' _ SOIL SOIL TEXTURE SOIL COLOR ' design I _ Clean ockfll 3 Inv: elev. 133:50 L SOIL (s�ucn�cz g s=0.0 s-0.01 level 0.01 MIN. B DEPTH ELEV. HORIZON USDA Munsell MOTTLING SITES.Bows, by others I MAX. (USDA) ) GRAWO • i uid leve 2" Iayer'of 1/fi" to 1/2" washed stone 0. 140.8 r) 0=6 140.2 O/E M SEPTIC TANK : r ``� 1500 GAL M to ri 4"ft. of 3 4" to 1 1 2" washed-- 6"-18' 139.3 M M g SANDY LOAM 10 W 6/3 stone all around infiltrator and d i 11 1 ft. below. WElev.= 131.20 18'-96" 1�8 C1 LOAMY SAND 25 Y 7/4 1 t 6 —120" 130.8 C2 COARSE SAND 25 Y 6/4 _ Bottom of Test Hole Elev.= 130.3 H-10 S >" � t� Tip 6 LAYER OF CRUSHED COMPACTED STONEJ DESIGN CRITERIA 6" LAYER OF CRUSHED COMPACTED STONE Number of ' rgal.'s/day bed ooms. 4 E Equivalent to 440 PROFILE q THE CONTRACTOR SHALL EXCAVATE 4 BELOW THE Garbage disposal :unit: No BOTTOM OF THE LEACHING FACILITY To ENSURE g THAT THE SOIL IS COARSE SAND WITH P Leaching area - capacity required: 440 al.'s da NOT TO SCALE' H A PERCOLATION y g / y RATE OF 2 MINJINCH OR LESS. Side area proposed: 192 sq_' ft. Bottom` area proposed: 4 s ft P P 25 q . Total area proposed: 617 'sq. ft. Proposed leaching capacity. 456 gal.'s/day Water supply. PRIVATE WELL INSPECTION HOLE P _ Precast concrete units. H 10 loading design ' GENERAL NOTES 16" 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 11 2) Subject to inspection duringconstruction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction equipment shall not travel over disposal system during or after construction. 4 Disposal system_to e r . ;, ) p ys b constructed in accordance ' 34 " 6-3 with Title 5 of the State Environmental Coder 5 A co of these Ions must be kept on the site PY P P during the time of construction.. 6 A co of these plans PY Pas must be furnished to the contractor constructing the disposal system. 9 P Ys 7 Before backfllin , the contractor shall notify TYPICAL HIGH CAPACITY INFILTRATOR (H- 20 LOADING ' holmes and mcgrath, fine., and the Board of Health 9 Agent to inspect the system as constructed. 8) If the contractor encounters an variation between NOT TO SCALE Y the existing conditions'shown on the pion and .the 10' —6" conditions encountered on the site, or an soil Y condition different than'shown on the soil log, or g .. •. an adverse soil the contractor shall immediately '. • . ... y a contact holmes and'mcgrath,";Inc. Holmes and z 3 20 Diameter Access Holes mcgrath,.inc. will examine .the-soil condition and report to the owner any suggested revisions. /-- ALL ACCESS MANHOLE COVERS FOR INLET ` OUTLET SEPTIC TANK AND DISTRIBUTION BOX SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF i NOTICE FINISHED GRADE WITH RISERS. Unless n i original U ess and until such time as the original (red) stamp of the •. _ _ :'� responsible Professional Engineer, or Professional Land Surveyor . y° • . ..., � appears on this plan: FRAME & COVER (A) no person or persons, including an munici al or other STEEL REINFORCED PRECAST CONCRETE g y p OVER "T'S" WHERE REQUIRED. public officials, may rely upon the information contained .herein; and PLAN VIE1� (8) this plan remains the property of Holmes & McGrath, Inc. PRECAST CONCRETE 3 REMOVA LE COVERS 3 TANK RISER WHERE �� REQUIRED -.� 4" . �. DATE DESCRIPTION Drawn hecked INSTALL TUFTITE SPEED LEVELERS [� ` , c c 3" min. clearance required _ ALL OUTLET PIPES FROM THE 1\ E V I S 1 0 N S r q — 2 INLET ON ALL OUTLET PIPES INLET - 2 _min 'n E DISTRIBUTION BOX SHALL BE _a let to - 16.5"— OUTLET ' — -- ----- SET.LEVEL FOR AT<LEAST 2 FT. a CONCRETE COVER ' C T. ,. CONSTRUCTION DETAILS 5 7 A o 5 7 �� 5 5 OUTLET OF PROPOSED SEWAGE DISPOSAL SYSTEM ,• E •o �' .. E � ,, � �\ KNOCKOUTS z _ ' _ , TUF TITE PREPARED FOR GAS BAFFLE t 15.5" " . I o :. I 1 �1� ` `� INLET 19.5 CUTLET MILLER STARBUCK CONSTRUCTIO N -. FOR T 1 R A r .. _ ,1.25 LOT 5, RED OAK LANE 3 IN 10'-0 5' -8" 20" 1.75 M A _ BARNSTABLE, ' '' a ,. CROSS-SECTION END—SECTION PLAN SECTION CROSS—SECTION �kj � n - SCALE. AS SHOWN DATE: J N. 4 2fIA 00 �. Ly A 0 ,�. TYPICAL 1500 GALLON SEPTIC TANK. o MICHAEL J. 5 HOLE DISTRIBUTION BOX - � BOPSELL! holmes and me mcgrath, inc. CIV - NOT TO CA 0 SCALE clvli. engineers and land Surveyors NOT TO SCALE ` 9 Y N . s o a � 200 main street t S fialmouth ma. 02540 3 i AL >v� DRAWN. MTM SAS• _ CHECKED. . � I � • `,9945 73-4-26 99455DT.DWG JOB " NO: 5 DWG. NO.. SHEET. 2 OF ,2 I