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0098 TRACEY ROAD - Health
98 Tracey Road cotuit P A = 004 005 �y b TOWN OF BASTABI.E; 9A RN ' OCATI)N C SEWAGE # ,aVDL`AG" _ '° i_ �r� ✓r ASSESSOR'S MAP &LOT INSTAI LER'S NAME&PHONE NO. 1n S V 7 O SEPTIC TANK CAPACITY t7C1J �l�yl i. ���ctvy►�o Cat�+o LEACHING FACILITY: (type)dk r,-O 0 el, (size) Z. �,� X 50, NO. OF BEDROOMS BUILDER OR OWNER aa n t'g_f� C'tij kt LIU E I PERMrr.DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist �;,� q' i� on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) -Feet Furnished by 1 5 _.L To -Z /3, TO 6 37 , 9� 0 0�-6 0 NO. THE COMMONWEALTH OF MASS G:HU SIETTS FEE / �— BOARD OF HEALTH -MuyN OF �Ae_QsTi9 B L,t APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (x} Repair ( ) Upgrade ( ) Abandon ( ) - (-]Complete System []Individual Components #98 Tm wy tfd G+-v i ' A"l c L A. K2#9,F-r G� w /5- 6f Location Owner's Name Map/Parcel#, Address is , Lot# Telephone# b Iq C111-U 4- - ! h3 �-lo L�Fs fiFNv lac 62�TFf , aller's Name `_ D signer's Name �I fn As Y4 P`-e� G-/91 3� 6,P'yyr8 s�.. f7 . o--l(O-O Address Address of 7 2 .06 s-48 3.5"64 Telephone# Telephone# Type of Building: 15/-V6l a 5W.. ZL['/6LLl dl6 Lot Size 1.04 ap-es Dwelling—No.of Bedrooms oil 84 n j t Garbage Grinder ( ) Other—Type of Building o.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow 6 67 gpd Design flow provided 667 gpd Plan: Date SuLY 13, F_ v Number of sheets Q Revision Date 9�3nLo� Title R*AI of PR,OPosrrD Jf;W,46b V/sP6SAL SY67EM Description of Soil(s) 0-9 a OAA ; 9 a'/9���v � ✓.�?rreY ; � �- /120 Soil Evaluator Form No. P* 1106$ Name of Soil Evaluator X bb401-k_%V64A Date of Evaluation F/011D,S DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to plac5Af system in operation until a Certificate of Compliance has been issued by the Board of Health. Sign Date �� dj— o �- r j Inspec ons FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 THE,COMM,, NWEALTH OF MASS%Z USI' FEE -•BOARD OF HEALTH / o F APPLICATION FOR DISPOSAL�SYSTEM�CONSTRUCTION PERMIT _ �,� r Application for a Permit toConstruct.X Repair (),)-Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 98 Tra.ce y C� Cd Wv lH 1)A41V I E C AA XR,*g r---r Location L% Owner's Name Address Map/Parcel# is 11)' � `` ` Lot# ( t'ii i Telephone# b Lll J Y CLI UPI ULME5 AND t�CC(Gr9",ld "Installer's Name Designer's Name 130 � OA 1 / � � fYl �1S � i�e 4z7 36a 6 E�,,A Z . Address t .r % Address 1 Telephone# / —ter' Telephone# Type of Building:,, 6L� 6 1� Lot Sized v4 t<eSSq�f, Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building r l�o.of persons Showers ( ), Cafeteria Other fixtures I Design Flow(min.required) S S gpd Calculated design flow G 6 7 gpd Design flow provided 667 gpd Plan: 1t` `; 13; moo S Number of sheets — Revision Date 9I3a/off { Title 1"'/i4N 'js ;?KciP©st D Jt W,46C D's PoSAt SY57E M ; Description of Soil(s) 0'Q ����� 9 - a �lAg-na a� ` y.�2a�iur., Sa„ ; Soil Evaluator Form No. �# II 06 S. Name of Soil Evaluator K `I4r+i;Dt-Z V&YA Date of Evaluation Flo I/as DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of �!► TITLES and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. ± '' Si n dam"'" Date g 'a-- y r �W. -" Inspe`ctions r FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. 7� THE iCOM�_MONWEALTH OF MASSACHUSETTS FEE -!41`wC�ta BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) t by: at has been installed in cc rdancewith the provisions of 310 CMR 15.00 (Title 5) and the approved design lans/as-built plans relating to application No.69005y*.5dated f©A2-h$ Approved Design Flow �= ('J (gpd) Installer {1�,�,,�7N�.,� Designer: 1{\�'i ��� Inspector- `� Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. S' THE COMMONWEALTH OF MASSACHUSETTS FEE / ✓� hAA60ARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hefre�b granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at -T V f`QQ'�4 M _ �t -JI v as described in the application for Disposal System onstruction Permit No. P00 5 4q 5 dated l0 /0 -5 Provided: Construction shall be completed within three years of the date of this p nit.MI loci conditions must be met. Date U Board of Health,, FORM 2 - DSCP 1�I I APPROVED FORM 5/96 [)(::� FORM 1255�(REV 5/96) H&W;- HOBBSB WARREN TM PUBLISHERS- BOSTON �pFTHE Tph, Town of Barnstable Regulatory Services * BARNSTABLE, 9Q MASS. g Thomas F. Geiler,Director "Op i639. rED MP'�a Public Health Division Thomas McKean,Director OS- Y TS 200 Main Street,Hyannis,MA 02601 ,--- t`� Office: 508-862-4644 Fax: 508-790-6304 Designer Certification Form Date: 411 15' Designer:� r/ Cc�. Inc. Address: 3(oZ G,4(A KA o�,5Y0 On I U-� gon`s &OWfiM , -.6L._was issued a permit to install a (date) (inst ler) septic system at It 76 TAGey el based on a design I drew, • (address) dated ift l YA ZWS /Vovem cr Zf, ZOOS, X I •eat4i that the septic system referenced above was installed substantially according to the design.*(PUMPS IVOO R $g TNST/IGGpp -*.ZASPa7gjp, I seem that the septic system referenced above was installed with changes but in accordance with State & Local Regulations. Revision or certified as-built by designer to follow. �PVSN 8F A14,S e y / TIMOTHYM.SANTOS N P (� °\9��FU� , S`nN.4LE_�Ny,� esigner s ignature) (Affix Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. H Q:Health/S&%' /Desig 7-Certification Form R, i' j 3:. ` y r ! e--� -- --- fOWM OF BARNSTABLE ZOOS NOV 23 PM 3; 11 - d v—IS—ON r • � - {SSA J - , M /* r� pI d .e I►E rOwti Town of Barnstable Regulatory Services s • BARN9f"M MASS. g Thomas F. Geiler,Director 0.19. 10 ArE°M,�A Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 11, 2003 Mr. David Ellis Foley Hoag, LLP Attorneys At Law 155 Seaport.-Boulevard Iq Boston, MA Dear Mr. Ellis, I am in receipt of your letter dated July 23, 2003 requesting notification to you in the future in the event a variance is filed regarding Lot 13 Tracey Road, Cotuit. To date, a variance application was not received concerning that address. Please be advised that it will be the responsibility of the applicant to properly notify the abutters when or if there should be any variance requests filed. I suggest that you could also view our website at www.town.barnstable.ma.us on a monthly basis to view Board of Health meeting agenda items. The agendas will continue to be posted one week before each scheduled meeting. Also,the monthly meeting schedule is listed within our website. If you should have any questions,please feel free to call me at 508 862-4644. Sincerelyours Y Thomas A. McKean FOLEY HOAG LLP ATTORNEYS AT LAW David B.Ellis Boston Office 617.832.1119 July 23, 2003 dellis@foleyhoag.com Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Lot 13, Tracey Road, Cotuit Dear Sir: I represent the owner of Lot 12 (98) Tracey Road, Cotuit, Berenice C. Ellis. In the event that an application for variance is filed by the owner of Lot 13, please notify us at the following addresses: 1. Berenice C. Ellis 79 Florence Street, Unit 4105 Chestnut Hill, MA 02467 JUC 2 5 2003 2. David B. Ellis, Esquire T o HEVVN AL N oFPTAS LE Foley Hoag 155 Seaport Boulevard Boston, MA 02110 Sincerely yours, I a David B. Ellis DBE:noc 19/422080.1 BOSTON / 155 Seaport Boulevard / Boston, Massachusetts 02210 / TEL: 617.832.1000 . / FAX: 617.832.7000 WASHINGTON,DC / 1747 Pennsylvania Ave.,NW/ Suite 1200 / Washington,DC 20006 / TEL 202.223.1200/ FAX:202.785.6687 Foley Hoag uP www.foleyhoag.com 1 Town of Barnstable Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. March 6, 2006 Mr. Michael McGrath Holmes and McGrath, Inc. 362 Gifford Street Falmouth, MA .x✓. ,�.�..�.,..z.,�.. �°,x.,u�r va,„� a � >.x�xaz. .�W ��ems. �. m.�.� �'., Dear Mr. McGrath You are granted permission, on behalf of your clients, Daniel and Wendy Kraft,to construct an onsite soil absorption system designed to be connected to a new six bedroom home proposed to be constructed at 98 Tracey Road, Cotuit. ------ -- � The septic system shall be constructed in accordance with the revised plans dated January 31, 2006. Since y yours W,yne iller, M.D. Chai an BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/Sixbeds ` FORM 11 - SOIL EVALUATOR FORM Page 1 of 4 No. Date: August 1, 2005 Commonwealth of Massachusetts Barnstable Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Raul Lizardi-Rivera Date: August 1, 2005 Witnessed By: Don Desmaraiscil _ Location Address: #98 Tracey Rd. Owner's Name: Dan Kraft CD U-s Barnstable, MA #66 Montrose St. to Newton,MA.0! C) Telephone: New Construction ❑ Upgrade Z ' Office Review cQ M Published Soil Survey Available: No ❑ Yes 0 Year Published 1993 Publication Scale 1:25,000 Soil Map unit: CdB Drainage Class: Excessively Drained Soil Limitations: Surficial Geologic Report Available: No ❑ Yes N Year Published 1986 Publication Scale 1:100,000 Geologic Material (Map Unit) : Qmp Landform : Mashpee Pitted Plain Deposits Flood Insurance Rate Map: 250001 0022 D Above 500 year flood boundary No ❑ Yes 0 Within 500 year flood boundary No Z Yes ❑ Within 100 year flood boundary No 9 Yes ❑ Wetland Area: >150 ft National Wetland Inventory Map (map unit) Wetland Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month: May 2005 Range: Above Normal 0 Normal ❑ Below Normal ❑ Other References Reviewed: Town Assessors Map,Fema Maps, Town Topography Maps DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 4 Location Address or Lot No. #98 Tracey Rd.,Barnstable,MA On-site Review Deep Hole Number 1 Date: 8/01/06 Time:9:30 AM Weather: sunny 75OF Location (identify on site plan) Land Use Residential Slope (%) 0-3% Surface Stones None Vegetation oaks + pitch pines Landform outwash plain Position on landscape(sketch on the back) Distances from: Open Water Body >150 feet Drainage way Possible Wet Area >150. feet Property Line 27+/- feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) On - 211 O 2" - 6" A Loamy 7 .5 YR 4/1 Sand 6" - 9" E Medium 7 .5 YR 5/1 Sand 9" -'29" Bur Medium 5 YR 4/6 None Sand 29" - 124" C Medium 10 YR 7/4 None Sand *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic):Glacial Ouwwash Depth to Bedrock:>50' Depth to Groundwater: I S'+/- Standing Water in the Hole: No Weeping from Pit Face: NO Estimated Seasonal High Ground Water: El.5 +�- *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 4 Location Address or Lot No. #98 Tracey Rd., Barnstable,MA On-site Review Deep Hole Number 2 Date: 8/01/05 Time:10:00 AM Weather: sunny 75°F Location (identify on site plan) Land Use Residential Slope (%) 0-3% Surface Stones None Vegetation oaks+ pitch pines Landform outwash plain Position on landscape (sketch on the back) Distances from: Open Water Body >150 feet Drainage way Possible Wet Area >1.50 feet Property Line 25+/- feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0" - 211 O 2" - 5" A Loamy 7 .5 YR 4/1 Sand 5" - 9" E Medium 7 .5 YR 5/1 Sand 9" - 24" Bw Medium 5 YR 4/6 None Sand 24" - 124" C Medium 10 YR 7/4 None Sand * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic):Glacial Outwashi Depth to Bedrock:>50' Depth to Groundwater: 16'+/- Standing Water in the Hole: No Weeping from Pit Face: NO Estimated Seasonal High Ground Water: El.5 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA DEP APPROVED FORM-12/07/95 I FORM 11 - SOIL EVALUATOR FORM Page 4 of 4 Location Address or Lot No. #98 Tracey Rd.,Barnstable, MA Determination for Seasonal Hikh Water Table Method Used: ❑ Depth observed in observation well on adjacent property ❑ Depth weeping from side of observation hole inches ❑ Depth to soil mottles inches ❑ Town topography M Water-table Map of Cape Cod, Other projects in the area Index Well Number: Reading Date : Index well level: Adjustment factor: Adjusted ground water level: Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas' observed throughout the area proposed for the soil absorption system? Yes If not, what is the depth of naturally occurring pervious material? Certification certify that in November of 2002, 1 passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,.exoertise and experience described in 310 CMR 15.127. Signature -Date: August 1 g �� � , 2005 DEP APPROVED FORM-12/07/95 FORM 12 -PERCOLATION TEST Location Address or Lot No.: #98 Tracey Rd.,Barnstable,MA COMMONWEALTH OF MASSACHUSETTS <Barnstable>, Massachusetts PPrrnlatinn TPct* Date: 8/01/05 Time: 11:00 AM Observation Hole # 1 2 Depth of Perc 30„ 34" Start Pre-soak it : 02 11 : 05 End Pre-soak 11 : 04 11 : 08 Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch Less than 2 min/in Less than 2 min/in * MINIMUM of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ❑x Site Failed ❑ Performed By: Raul Lizardi-Rivera Witnessed By: Don Desmarais Comments: Percolation rate of less than 2 minutes per inch assigned to the sand layer (C) approximately 29" down from surface . DEP APPROVED FORM-12/07/95 j�ot TOWN OFBAWNSTABLJr. LOCATION r SEWAGE # VILLAGE - �.-O ASSESSOR'S MAP &LOT AM INSTALLER'S NAME&PHONE N0. -7?Ol'77 SEPTIC TANK CAPACITY -Zoo0 /000 y1 r c twi is C tL",ar( LEACHING FACILITY: (type) ®0 L'�► (size) ' NO.OF BEDROOMS `�— BUILDER OR OWNER fitu Lee-L L e-ma47, �� �9 PERMITDATE COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist "p on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching fa ility) Feet Furnished by II To - ® 0(--6 e FEB. 1.2UO6 8:47AM BARNSTABLE BOARD OF HEALTH NO.886 P. 1i1 t; } DATE: tl!)E 'own of Barnstable R»c.BY Baas®.. Board of Health 200 Main Sheet, Hyannis MA 02601 Office: 508,862.4644 Su0411 0,1task,R.S. FAX- 508-790-6304 SumnerI{auflnau,MST,1 . Wayne A,Miller,M,D, Alapucation to Construct or Ex and to Six 6 or More Bedroom roc Property Address: 98 Tracev Road, Cotuit, MA Assessor's Map and Parcel Number: 004 005 SizeofLot: 1.04 acres ± Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name: Tracey Road PPLYCANT'SNAMrk; Daniel A and Wendy J. Kraft Phone508-384-4310 Did the owner of the property authorize you to represent him or her? Yes x No PROP Q"gR'S NAME CONTAgX ZEMD—N Namc: r njp— A and Wendy J. Kraft Name' Mi hael B. McGrath N.+ Holmes and McGrath, Inc. Address; 66 Montrose St. , Newton MA Address:362 Gifford St, Falmouth MAM 5 - 508-548-3564 08384-4310 =4' Phone: Phone: ` ( 9 • t".a'1 Qkeckfist . please submit copies in 4 separate completed sets. Four(4)copies of this application form Four(4) copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) q;\�ppl�,cocion ;;orm�\six8edroom&'orm.doc Z 15 IRECEIVED COMMONWEALTH OF MASSACHUSETTS SEP 8 2003 A EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS TOWN OF BARNSTABLE a , d DEPARTMENT OF ENVIRONMENTAL PROTECTIO . HEALTH°E"' TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP Property Address: 98 Tracey Road PARCEL (Cotuit)Barnstable,MA • ��� Owner's Name: David Ellis LOT _�2 Owner's Address: 79 Florence St. Unit 410 S Chestnut Hill,MA 02467 Date of Inspection: August 26,2003 Name of Inspector: Gary J and/or Jane E Rabesa Company Name: Rabesa Subsurface, Inc dba Warren Cesspool Service Mailing Address: 72 Sandwich Rd East Falmouth, MA 02536-5602 Telephone Number: 508-540-7143 CERTIFICATION STATEMENT 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. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature Date: September 5,2003 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments: Title V system,seasonal use,in good condition. ****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. Title 5 Inspection Form 6/15/2000 page 1 i Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 98 Tracey Road (Cotuit)Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: YES X 1 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: B. System Conditionally Passes: NO 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 will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or 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 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: Warren Cesspool Service 508-540-7143 I Page 3 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:98 Tracey Road (Cotuit)Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 C. Further Evaluation is Required by the Board of Health: NO 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. _ 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 and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Warren Cesspool Service 508-540-7143 3 I Page 4 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 98 Tracey Road (Cotuit) Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool — _X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. _X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _X_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. — —X_ 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. IThis system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this forma NO (Yes/No)The system fails. 1 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: N/A To be considered a large system the system must serve a facility with a design flow of 10,000 gad to 15,000 gad. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ the system is 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 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. Warren Cesspool Service 508-540-7143 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 98 Tracey Road (Cotuit) Barnstable.MA Owner: David Ellis Date of Inspection: August 26,2003 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No x_ — Pumping information was provided by the owner,occupant,or Board of Health x Were any of the system components pumped out in the previous two weeks? x_ Has the system received normal flows in the.previous two week period? �x_ Have large volumes of water been introduced to the system recently or as part of this inspection? x _ Were as built plans of the system obtained and examined?(if they were not available note as N/A) x — Was the facility or dwelling inspected for signs of sewage back up? x_ _ Was the site inspected for signs of break out? x_ Were all system components,including the SAS, located on site? x_ 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 ? x _ 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: Yes no x_ Existing information. For example,a plan at the Board of Health.. x Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)]. Warren Cesspool Service 508-540-7143 T;t1.c 1——+;— V -..,A/11;MOM 5 I Page 6 of I l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 98 Tracey Road (Cotuit) Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):three with no disposal Number of bedrooms(actual): four DESIGN flow based on 310 CMR 15.203(for example: 1 10 gpd x#of bedrooms):330 gpd(581.4 gpd provided) Number of current residents:two Does residence have a garbage grinder(yes or no):yes(not recommended) Is laundry on a separate sewage system(yes or no): no[if yes separate inspection required] Laundry system inspected(yes or no): n/a Seasonal use:(yes or no):yes Water meter readings, if available(last 2 years usage(gpd)): 2001 averaged 55 gpd,2002 averaged 47 gpd Sump pump(yes or no): no Last date of occupancy:occupied. COMMERCIAL/INDUSTRIAL: N/A Type of establishment: Design flow(based on 310 CM 15.203): OF Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information:(owner)Last pumped two or three years ago. Was system pumped as part of the inspection(yes or no): no If yes,volume pumped: gallons--How was quantity.pumped determined? Reason for pumping: TYPE OF SYSTEM x Septic tank,distribution box,soil absorption system _Single cesspool x_Overflow cesspool Privy _no 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: 1984 plans on file. Were sewage odors detected when arriving at the site(yes or no): no Warren Cesspool Service 508-540-7143 I Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 98 Tracey Road (Cotuit)Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 BUILDING SEWER:(locate on site plan) Depth below grade:24"+/- Materials of construction: cast iron x 40 PVC other(explain): Distance from private water supply well or suction line:town water line 3'. Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: YES(locate on site plan) Depth below grade: 20"/17" Material of construction: x concrete_metal fiberglass_polyethylene_ other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: standard 1250 gallon septic tank Sludge depth:8" Distance from top of sludge to bottom of outlet tee or baffle: 22" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions determined: installer's"as-built" 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 appears to be in good structural condition with no failure criteria. The DEP recommends pumping every three years,depending on use. GREASE TRAP: NO(locate on site plan) Depth below grade:_ 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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Warren Cesspool Service 508-540-7143 f Page 8 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 98 Tracey Road (Cotuit) Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 TIGHT or HOLDING TANK: NO(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: YES(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: none 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..): Viewed by remote camera,no failure signs observed. The cover is 24" below grade. PUMP CHAMBER: NO(locate on site plan) Pumps in working order(yes or no):------ Alarms in working order(yes or no):-------- Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Warren Cesspool Service 508-540-7143 8 I Page 9 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 98 Tracey Road (Cotuit) Barnstable.MA Owner: David Ellis Date of Inspection: August 26,2003 SOIL ABSORPTION SYSTEM(SAS): YES (locate on site plan,excavation not required) If SAS not located explain why: Type x leaching pits,number: one leaching chambers,number: 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.):The 6' by 6' leach pit(with stone to provide 581.4 gpd per design plan)had one foot of liquid and no previous failure signs. The cover is 36"below grade. CESSPOOLS: NO(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 or no): no Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: NO(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.): Warren Cesspool Service 508-540-7143 9 I Page 10 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 98 Tracey Road (Cotuit) Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 SKETCH OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE 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. $ q $ Bracy � MAT, co vit POO Sew line 2q� ao' 24 33� 6AQAC%E Warren Cesspool Service 508-540-7143 Page 11 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 98 Tracey Road (Cotuit)Barnstable,MA Owner: David Ellis Date of Inspection: August 26,2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water is greater than 12 feet Please indicate(check)all methods used to determine the high ground water elevation: x Obtained from system design plans on record- If checked,date of design plan reviewed: 1984 x Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: records on file Checked with local excavators,installers-(attach documentation)Engineer's certification Accessed USGS database-explain:town topography maps,USGS survey maps You must describe how you established the high ground water elevation: Grade to bottom of leach pit is 9'8". No groundwater was found 144"below grade in 1984. From onsite transit reading,grade to high water line is 13'. ago -.� cover 1 4'g" .-- L e Acm Pit -64TM rn Warren Cesspool Service 508-540-7143 r;.io c i.'+;, R__ 411 cnnnn 11 14 sorer Permit No. 044a Location AV I ' Inoller's'Name and Address Builder's Name and Address Date Permit Issued: Date Compliance Issued: / r ' 0 9� J• 'ail � �wl.�I lo LL- J No.—--- `---_ _b� fl? V FF-E_5 .. - ., THE COMMONWEALTH OF MASSACHUSETT,5 1 V BOARD OF HEALTH l�iq i2ity S c l..I..a.).................0F......_.. -..... '?' _ _.-._.._.._--•----•----_-.._--.._--- 1 Appluttti>an for Di_-,Vnitt1 Mirka Cn1RM,itx`LtttiIllt Urrmit. Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal System at: Le] I l Z Location-Address i or Lot No. ----------------------------------------------------------------------------------------- --------------------------------------------------—---------------------------- Owner Address Ins" lIer Address u Type of Building -z Size ...__Sq. feet �- Dwelling—No. of Bedrooms_________________J-----------............Fxpansion Attic ( ) Garbage Grinder ( } Other—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures --------------- ------------•----•-- - W Design Flow______.____��______________________gallons per person per day. Total daily flow............................................-' gallons. 1~ Septic Tank—Liquid capacity(-000_.gallons Length_-. ____ Width______ Diameter_______________ Depth____-4-'...... .-, Disposal Trench—No. _..________.____:__ Width___________________.Total Length_______:____________ Total leaching area ___________._____._Sq. ft. Seepage Pit No-_._______/_.______. Diameter___�_°1S'.__. Depth below, inlet______4__..___.__ Total leaching areas _6__ __sq-it- z Other Distribution box (,, Dosing tank ( )#/ L G, Low CC) a r7' `-' Percolation Test Results Performed b}i--3 -t �-G9 P .: _!..._.w ✓-4�__..- Date.il-./.d ---------------- aTest Pit No. l-_ ..z..._minut.es pe: inch Depth of Test Pit----- "__. Depth to ground water_A2 P-%_-_-.�'� C, Test Pit No. 2.__ .Z._._r,?ini;tFs. per inch Depth,of Test Pit... - "_.. Depth to ground water(,2flk),V-rjCje,!> G +' -- ---- --------- EF - -- - ......P_L-/41j--------------------- --------•--------------------•--------•- ----------------------------------------------------------------------------------------------------- >� ---•---------------- ----------------------------------------•-------- r1 -------- ------- ----------- ----------- ---- --- ------------------ - - ------ --- --------- ---------------------•------------•--•-----------•--- ••--- -•-------- --- --- Nature r (� ature of P.e air. or Alterations --ltations C ; i . - - ' - ..... - - --------•-----------------•-- ---------------------------------------------------------- -------'' - ------------------------------------- -------------------- --------------------------------- Agreenient: The undcrsigned agrees to 'install the aforeaccri!-,e' i Se ,age Disposal S, stem in accordance with the provisions of"L L 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 ti-ie board of health. Sicned-------------------------------------------------------------------------------------- .......................... Date Application Approved By---------------------------• = - - ------ — i t " ------------ Date Disappro-ved for_0;r, folio zing reasons______________ - - — -------•------------------------•----------------------------------- ----------------- ------------------------------------ --------------------------------------------•-••-- •---•---------------- Date ----------------- issued----------------------------------------------------- Date _...G`. . ... __ ....... _Ty i._` 1 S TO CER T I FY, Thot the Inri: i,:_al _ :.- :..,,f ( j or iZepaired ( ) atfir' _ i57:-.:: �.:::it Saniizr\' Code described in the Con�i..11 u.i i7 f C:ii:?it _\O._ ���- _ _T- __.-- C tC'd �. VV V .__ 3. -' i iilS C=R T irFCI,TE Sd'-'I-.LL [ G,• EE CC.I D S h Gi:,` ;;r_,�iLE THAT T(:E Si"S'i i i,` i lCl ' SATISFACTORY. f DATE--• f Z - -1------- -------------- --- In`P� r ------------------------------------------------------------ ---- THE COMMONWEALTH OF E. ACHUSETTS BOARD OF HEALTH t-----•---•----------OF...........---_--------------------- -•-------------------- ----•------------- N Z B FEE .Q ----------- t- . Permission is hereby`grantded--------• -------- •----•---•---•----- ' � to Construct ) or Repair ( ) an Ii4fir' e�raae+Disposal System at-No--------- - -- ------------ = � I/ - � = Street as shown on the applicatio for Disp sal N-'orks Construction Permit No------------........ Dated_________ --- - -- --•-- •� � ______ ________aid of Hcal:b ----------•--------------------•- .A PATF.... ' 6 THE COMMONWEALTH OF MASSACHU5ETT5 i BOARD OF HEALTH ................OF......... s-r�R c e -- -_ - - AVV' ralilan for Biripwi it Mirky Tutintrurtinit Urrmil. Application is hereby made for a Permit to Construct (X-) or Repair ( ) an Individual Sewage Disposal System at: pLo ;ion-Address o. Lot No. -- ---------- . 1�J� 1T - __--- - ---------------- ----- ddress — ---- --•-------- �w — ---------•- ---• ---•-- ------ •.:allcr Address UType of Building "z Size Lot___ ___ _____3____�_____0-------Sq. feet �- Dvrelling— No. of Bedrooms-__--_---_--__-_-'____.____-_----._----r_xp nsion Attic ( ) - Garbage Grinder ( ) Other—T e of Building ---------------------------- ?\To. of /ersons_.____---_._-_____ _ W �P b f -__.___ 5hov:er ) — Cafeteria ( ) Other fixtures _-_----. Design Flow--••--.____ ----------------------gallons per person per day. Total daily flo«------------- -----------:------gallons. uSeptic Tank—Liquid capacit)C PQ�.ga Ions Length______.-_....... Width......4...... Diameter---------------- Depth----- -_'--._-. Disposal Trench—:Vo_________________:__ Width..._._.._...._.>_.._ Total Length--------------------- Total leaching are---------------------Sq. ft. Seepage Pit No.___-.-___�_____-_-_ Diameter--_/.°.S'_._. Depth below: inlet_____. ... Total leaching area- Seepage Z Other Distribution box ( tjQ Dosing tank.( )#/dZ. G, c-ow co c-14_7% Percolation Test Results Performed ..... Date./_/_-l_Q_-+333--------._.__-.. Test Pit No. l-- .:Z_.._.mir. .1-es pe: inch Delnh of Test )t.... ¢_�._. Depth to ground dater_ C Te Pit h'c,. 2.__`�1.Z_..-min,.nFs per .inch Dc d, of Test Pit---1. _ ..... Depth to ground 344 % / 3Z " - - - -----------•------------•--------------------------------------•---•------------ G ;; o: P_C_A_/,j-------------------------------------------- --------------------- r-� VN:tLrc of Pep--;-., or ::ns.,-C- --- .....---- .--- - --.....-------- -------------------------•------ A_greeanent: The undersigned agrees to install the -cec c- ir: .i:;::::'• '.e;�,-age Disposaa S�-s.em ir, accordance with the provisions of li TILE `5 of the State Sa itar� de e -signed further agrees not to place the system in operation until a Certificate of Compliance - 1 . ,;-,c ,aard of health. Sig - — E/ I 4ppiic;aion ,approved B_v---•--------------------• y 3j Da�----------•-- -- - - - i Date Di-.:_pproved 1nr thr jnllo;c:rp rcas, 2;s-------------•---- --------------- -------•-- ------ ----- -- -----• -- --- ----- ------ ---- ---- ----- - -- 3e THE COMMONWEALTH OF MASSACHUSETTS 10 APPROVAL 01 BOARD OF HEALTH ®ARNOT C LEMISS ON VAT10�'� .............OF....... � s� f ,��-. .................. t Appliratinn for Bi-qVA.5a1 Workii Cnnnitrnrtinn Urrntif Application is hereby made for a Permit to Construct ( i!) or Repair ( ) an Individual Sewage Disposal System at: Lo tion-Address or Lot So 1-t!� - ,.. - ......................... ....................I -� / �l }.. - ... ..... ------------------------------------------------- W Owner F/C Address ..--....--•-•----•------------ ................J �O Z------------------•--- Installer Address PA UType of Building Size Lot............................Sq. feet .-� Dwelling—No. of Bedrooms............... _...........................Expansion Attic ( ) Garbage Grinder ()) '4 Other—Type T e of Building p-I yp g No. of persons________ __________________ Showers ( ) — Cafeteria ( ) QI Other fixtures ------------------------- ---------•-- - Design Flow____.___, _�__._.�_.__._:�_- ...__.____gallons per person per day. Total daily flow_____________ 4...............ga WIlons. WSeptic Tank—Liquid capacity/©d�_gallons Length._._ °_.____ Width...... .f_.__ Diameter................ Depth...... x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area____.________.____..sq. ft. Seepage Pit No.......`........... Diameter._._._. `...... Depth below inlet......61`...... Total leaching area___'- ft. Z Other Distribution box ( ) Dosing tank ( ) '—' Percolation Test Results Performed ___ Date......__ %� / ,.a Test Pit No. 1____ ________minutes per inch Depth of Test Pit____�?___._____ Depth to ground water.i_ A2 7 4-AC\E Test Pit No. 2.....;?-......minutes per inch Depth of Test Pit----- _ ...... Depth to ground watet� 4 ---------------------------------------------.............................................................................................................. D Description of Soil----�--------0�-'------ ----*2� --- -.,.�_LJ��_€�l-�----,.ft�.'_'--•----�-��---t/1-------�-•�--���---�•---•---••---- ----------------- W r _ x (� -+ ---------------------------- ----------- V Nature of Repairs or Alterations—Answer when applicable._..________________________ _____________________ ------------------------------------------- -•-------------------------------••..•---------------------•---•---.•-------------------•---------...-------••--------------------------------------------------------------------------.._..--•---•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of I-p of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by the board of health. Igne 'r -- ....C.................-•--•-•---- .......................... „D.�to Application Approved By....... , .- G�� /�� ...... ` Date---------._. Application Disapproved for the following reasons:_____ ---•----•-•--...----•---.....----•-------------------------------------•--------------•---...-------------------••-•--•-••••----••-•-----•-••-----•--••------------------------•----- -------...•----- Date PermitNo......................................................... Issued-----------------..................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _. a.CA..,)..N................OF......L�/9.2..N.S.T..,fi.. ............................... Tntif iratr of Tiamplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (✓) or Repaired ( ) by--- ------- ..................•----------................................................ ---••- - --- ?•-...••----------•-----------_-•- aller ha been installed in acco ance with the provisions of j f Th State Sanitary ode as describe in the application for Disposal Works Construction Permit N ._____ _____� �••;____.____ da.ted_-..,� .-:.l '__—__ .__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD F .HEALTH 7 . .........OF.... .. .... a....................................................... v N •r FEE.. . •--••----- Disposal Workii Ton#rndion rrnti# Permission S ereby grant -:=---------- - ------------------------ ---------------- ---------- ------- ----------- to Con str t (�/) o Re r �a divid ewage Dis System at No. �_ l fa --- -- ---------- -- /= •----•--........ Street as shown on the application for Disposal `'Forks Construction Permit _ __________ _ ____ ate __ ..... . ......... ............. ---- Board of Health DATE.-••---••------••--•---•-------------•-------•---•-•-•----.-.---•-----••--•-•- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS , NFxs .. ....� 4 THE COMMONWEALTH OF MASSACHUSETTS "- '' BOAR® OF HEALTH Al Applira#iou for Bhipoiial Works Application is hereby made for a Permit to Construct ( k) or Repair ( ) an Individual Sewage Disposal System at: ................� c.......... .h? d a,v �a�..�% ...... .......'�? . � - ,.....c...?_.......!.2....v-..--------•---•---•------- Location•Address ox Lot No. ................-------------- Owner Address a •--.......•--•••••--------------------•-----•-•----•--------.. .......---------•-•-•-......------ ••........-------•----•---••-••-•----.................---------•-••---------••......--••-----• Installer Address Type of Building Size Lot............................Sq. feet U g— ( ) Garbage Grinder (NJ) ,.� Dwelling No. of Bedrooms...........- ram___________________________.Expansion Attic P4 Other—Type of Building 115deP....Z-F9.. No. of persons...... :................ Showers ( ) — Cafeteria ( ) Pa „. Other fixtures -------------------------------- :. ------- -------------------•••--•.......--------- ' W Design Flow.......A .... �,�........gallons per person per day. Total daily flow............. ". . ................gallons. WSeptic Tank—Liquid*capacity/PA? .gallons Length----�......... Width.....15'.... Diameter---------------Depth....�_�._.. x Disposal Trench—No. .................... Width.........:.......... Total Length.................... Total leaching area-------......:.......sq. ft. Seepage Pit No-------L.......... Diameter.......e........ Depth below inlet......(..`....... Total leaching area...-!20...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.. ._�...s� ��.......................... Date...... % , �`'..._.--.. aTest Pit No. 1----- t........minutes per inch Depth of Test Pit.... -&.`...... Depth to ground water OV.QT.6F�V— (i, Test Pit No. 2.....;9:.------minutes per inch Depth of Test Pit-----/.;?�...... Depth to ground watef © ........! � ------------------------------•-----• --•----•--•----------•---_._------.....---•--.............----........................................................ O Description of Soil---- -�----fie''- ...1.neq-�`'-I-- - � I L � � l_ � .............. ' 4�1. lU✓ .......... !.J!� C.0 jc`'�..................... V W ..�. _ .. .... .. - ----- --•----------------------------••-- x . , ... V Nature of Repa r o: Alterations—Answer when app Ica le.................... ........................... --•---•---------------------------------------•------•-•-----•----------•--•------.............------------•-----•-----.........-----------------------=•--------------••---------•-----........-•-•... Agreement: The undersigned Y agrees to install the�aforedescribed Individual Sewage Disposal System in accordance with the provisions-of ? `L p 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. igne _ :.._:.. . ------------------------------------•• X------•--....---------•------- Date //�g Application Approved By...... ..-- •. -•-- .. ... �d .............: F r.- '= Date Application Disapproved for the following reasons:--•-------- -------------------•------------------------------•-------------------------------------....-•••---- ...............................................................................................................--..........._1�..................................... tA�4. ........................... �W Date Permit No.................. .. ••._ � , Issued.......... , Date .. .. ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH • n� e Ti ifiratr )af Tomplianrr THIS IS TO CERTIFY, That the Individual'"S' ew.age.Disposal System constructed ( 4/or Repaired ( ) by .....•---............................ ................................. .........-•----•------•-- • /r alter � .• at .. -41 �' r"------------------------------- h been"installed in acco dance with the provisions of I± j of Th State 'Sanitary ode as described in the application for Disposal Works Constructio��Permit 1 0. : .___�' ,, .._-..._-. dated - ...�, "- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM,-WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOAR F HEALTH `. OF.. 'I. ..................... ... _ FEE a„e.(1 . . ..L �� �•� �t���r��l >ark� ��a���ri�n L'rl�tt� Permissioi reby gran d--- ---_-------•------- ............... ............................................................... ..... ............. to Cons t r R it ( ndivi ewage Di al System /� at No.- �j fix ' `------. -' h[ ,( 7 Street as shown on the application for Disposal Works Construction Permit ---------- Dat -_-- ,�``'-.�� -...... -----• ..... . . .............. and of eali ` DATE...... =-'-----------------•-----------------------------•-•---•-------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS r� ,7 PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA ENCLOSED CRAWL SPACE 02 BOX D a n e 1 H R e y I O l d e Design Collaborative II c. P WASTE SEPTIC SM,DEC. TEL. GAS WATER °..A u 2 n r A UNE CNfRLS. PANEL PANEL SUPRY SUPPLY C o naultanls:Slruc. En g. ENCLOSED CRAWLSPACE 01I \ R.J.Farah Engineering OOX \\\\ SUucMal and Build'mg Emelope Engineam I \ 80 Mm h W.Are, Stoneham,MA 02190 0:617-6450901 F:781-279-0173 .. .:.: radli0®mamhengineedng.cam WATER IAASTE C o n I r a c I o r. sIJPPLr LINE LeBlanc Builder Co.Inc. t/.. a. Midlael LeBlanc SUMP PO box 3414 Vftpo L MA 02536 0:5084T7-3881 F:774-5213458 I E:Iebt—bWldere@mmcasuat General Nofes. MEPCONTROL ROOM OPEN GC TO ENSURE ALL CONSTRUCTION BOX BASEMENTAREA TO COMPLY WITH CURRENT CODE OOX REGULATIONS. BASEMENT SITTING AREA OOX 314 BATH Oox D D ENCLOSED CRAWLSPACE 03 OOX El IaT / II I I wnTER I I HEA EA C opYrig ht: THE DRAWING AND ALL OF THE IDEAS, BASEMENT D ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED ACCESS FIALL BY AND REMAIN THE PROPERTY OF DANIEL H. OOX - REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC.- ANY ERRORS OR DISCREPANCIES ON THE DRAWINGS,SHOP DRAWINGSAND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE t. ARCHITECT BEFORE THE WORK HAS COMMENCED. -— E USED AND NO DRAWINGS . .. '.. E TO BE SCALED DIMENSIONS ARE TO B AR POOL CHANGING CHANGING EQUIPMENT ROOM 01 ROOM 02 COPYRIGHT(C)BY OHR DESIGN COLLABORATIVE ENCLOSED LLC.ALL RIGHTS RESERVED, BBX 00X CRAWLSPACE 04 ogx a7, :...: Drawing In f arm ation: ..m: 2016.27 eJRK DNR 114' =17 muEXISTING B SEMENT ,g BASEMENT FLOOR PLAN:EXISTING -PLAN: � __ � r �I Ti PRIVATE RESIDENCE o ON 98 TRACY RD., COTUIT, MA ❑® ' p Dan i e l H R e y n o l d s ® ®"-'- "" -""'" ® fff 1 Design C°Ilebo native Ilc. ENTRY 11 p ..® ill evoan PORCH LAUNDRY � BATH 01 MUDROOM I I 101 104 — 105 106 C e m COAT I �`"II i ! CLOSET LQCon6ul18n1981rec Eno. --'�+ R.J.Farah Engineering ® ® ® l S411r1m81 and BirWing Envelope Engineers STAIR 02 ® 80 MarMaleAve. Slonehem,MA02180 117 ® ' 0:61764&001 ENTRYF:781-279-0173 E:retliitldh1farahergineering.com FOYER GUEST ° ® 1 102 can I r It c 1 o r BEDROOM BATH 02 KITCHEN LeBlanc Builder Co.Inc. 119 118 107 - Michael LeBlanc a- _- PO box 3H4 WaquoiL MA02538 - -�� 0:50"77-3881 I I F.T74d21.3458 --I-- -__---__J O E leblencloikWMcomcael.nel O d i General Nalea: pp GC TO ENSURE ALL CONSTRUCTION PANTRY TO COMPLY WITH CURRENT CODE 110 1 REGULATIONS. 10 STAIR 01 e Iry ® 109 J SCREEN - - Uzz 11PORCH �1 PWDR RM. 108 _iJ 116 I t11I I � I I DEN LIVING RM DINING RM 115 1 1 112 1111 B Cop y r i g h 1: D —--.— THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED THEREON OR REPRESENTED THEREBY ARE OWNED RY AND REMAIN THE PROPERTY OF DANIEL H. _ REYNOLDS DESIGN COLLABORATIVE I.C.L NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON.FIRM ® ® OR CORPORATION FOR ANY PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE 1-LC. 61? ANY ERRORS OR DISCREPANCIES DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO COVERED BE BROUGHT TO THE ATTENTION OF THE COVERED k ARCHITECT BEFORE THE WORK HAS COMMENCED. PORCH02 I PORCH01 114 113 fY DIMENSIONS ARE TO BE USED AND NO DRAWINGS ` ARE TO BE SCALED. p COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. Fe— SRC D raying I nta rm el Ion. 5 ..Q20Ifi-27 g FLOOR PLAN:EXISTING RK 1I4r�=1'-O" D H R ' 08128/17 POOL 114' = 1'-0' CEX STING�� FdRST FLOOR—) �� PLAN PRIVATE RESIDENCE ✓ 98 TRACY RD., _ COTUIT, MA _ (1 (1 D a n i e I H R e y n o 1 o a Dealsn col,la Dore flue Ilc. I \ I (1 Conaullen le S lruc Enp. R.J.Farah Engineering (1 (� ---------------- �V_ 50udumleM Builtling Emelape Empmels W.I.C. I 214 I 80 Mo14v Ave. — I Stomham,MA02180 0:617-6450901 F:781-279-0173 _—___——____ :rechl0®7lmehen9ureerin9.can i � I i I On reaf0r LeBlanc Builder Co.Inc. Michael LeBlanc 1 BEDROOM D4 ! BEDROOM 01 3H4 I Waquolt MA02536 212 204 0:50"77-3881 2ND FL. '� F:774-521.3455 j HALL E:le 201 '-STAIR 01 —STAIR-03— �I tlano>telhn�mmmyl.net I ® J General Na lea: BATH01 GC TO ENSURE ALL CONSTRUCTION • ® 205 TO COMPLY WITH CURRENT CODE BATH 04 REGULATIONS. 213 ®:, � I I MASTER MASTER � _ W,LC.02 W.I.C.01 o ` 209 208 ♦ 1 I 0 I I I I MASTER MASTER I I BEDROOM BATHROOM I� I (, 207 206 \ 1 BEDROOM 03 Copyrlg AI: 211 ------------ HE DRAWING AND ALL OF THE IDEAS, ———— ARRANGEMENTS,DESIGN AND PLANS INDICATED (✓ THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. I ®. REYNOLDS DESIGN COLLABORATIVE L LC,NO PART HEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM I OR CORPORATION FOR ANYPURPOSE:EXCEPT O WITH SPECIFIC WRITTEN PERMISSION OF HE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATn7E LLC. AN ERRORS OR DISCREPANCIES ON HE 2ND FL DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO UGHT TO THE ATTENTION OF THE BALCONY ARCHIBE ITTECT BEFORE HE WORK HAS COMMENCED. 210 (\ DIMENSIONS ARE TO BE USED AND NO DRAWINGS -� -� ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE L-C.ALL RIGHTS RESERVED. F s Dl a ri a In l o l m a l i o n. 2016-27 FLOOR PLAN:EXISTING a6 Fi 14"- i_Oe D K R 4 F: 116/' V — •- EXISTIN�� �SECOND�FLOOR _-..PLANS A 1 2n® PRIVATE RESIDENCE 98 TRACY RD., COTUIT, MA D a n 1 is I H R e y n o l d s Design Col l aEo ra ti_ Ilc. C a nsultanta:Slruc. En g. R.J.Farah Engineering Slru t.1 end Whiling Envelope Eii0neem 80 MmMale A. Stoneham,MA 02100 O 617.695-0801 F:781-27MI73 r--------- -------------- ————————————— _—————————- :retlud@marenenpmae^np.mn I ��— I I I Contractor. LeBlanc Builder Co.Inc. Mideel LeBlaw I PO lea,414 MA 0 508-4,MA02536 81 I I o:soe-an-3ee1 I F:774 621-3458 I I E:led—buildent®mmmstnet I I I I Gen erel Na Ien. I I I I GC TO ENSURE ALL CONSTRUCTION I I TO COMPLY WITH CURRENT CODE I I REGULATIONS. 1 I I I r -- I ————————————————————————————j L----------- I I I I I I I I I I I I I I 1 I I I I I I I I I I I CoDYriphl: THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED I THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON.FIRM I I OR CORPORATION FOR ANY PURPOSE:EXCEPT I I WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. ANY ERRORS OR DISCREPANCIES ON THE I I I DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO I I I BE BROUGHT TO THE ATTENIMON OF THE _ J ARCHITECT BEFORE THE WORK HAS COMMENCED. DIMENSIONS ARE TO BE USEDAND NO DRAWINGS L--_ _--__ -----_— —__— ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC.ALL RIGHTS RESERVED. Dreeinp In to rmelion: .� 2016-27 g ,� FLOOR PLAN:EXISTING JRK DHR 08128/17 I l4' 1'-0' �E X_I S TLT G TH-I-RD, FLOGR.� PLAN l_ � PRIVATE RESIDENCE zV0 98 TRACY RD., COTUIT, MA CRAWLSPACE 02 �. 011 D a n i e l H eR e Y n o l d a ^/ [IEWCUIIEI�AllEYa11 D e e I g v e I l c. ES.CLAD I / 4'WASTE SEPTIC SM.ELEC. TEL. GA F CLOSETSWl1?gEUCEASS WOO NWTEA LINE CMFf S. L B t y. RiNFI. SUPPUY N SUPPLY ..... -1 STUOFRPNE 1 M R.GM BOTH SID m. .o. Con a ul t a n to S I r u c. E n 3. CRAWLSPACE 01 - -- - sTOR rAe -, R.J.Farah Engineering Slnuchaal MKI Building Envelope Ergprw m 010 p + eOSlo•Mham,0173 0 0:617-64&M1 z-iUP ad,L• r-iUs saP zno5 r9: F:761-3T6-0173 E.� 'retivdiliNereAm9ineering.wm r FlN.PAD OUfro FxISnNG KNISH EX[SrNG WATER 'WASTE NLLYCOLIIMNs,TYP. BPSEMENTFDUN61nM C ontraclor: SUPPLY URE 0 E.-- MP 11 ANNDMR LeBlanc Builder Co.Inc. p WMLW/1XMrL- GWB,TYR C.7 I_M NiROLPAN SIRRPRll wi MR. Mid"LeBlanc GWB,M. 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OO8 - REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR ANY PURPOSE:EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. ANY ERRORS OR DISCREPANCIES ON THE • DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. DI MENSIONS ARE TO BE USED AND NO DRAWINGS .. : - ...: E TO BE SCALED PDOL CHANGING CHANGING BY DHR EQUIPMENT ROOM 01 ROOM 02 L CPA I DESIGN COLLABORATIVE ALL RIGHTS RESERVED' 006 005 CRAWLSPACE D4 013 Dreving In la rma t ion: .� 2016-27 E JRK a C DHR a mu 08128/17 BASEMENT FLOOR PLAN:NEW_. 4 - 1 B C v4rr=1.-off - NEW BASEMENT FLOOR PLAN A 1 0 4 CONSTRUCTION NOTES ,CUHOT �E„ DH�R61DN6N�—NFRGMFxLEOFMN� Gam Fa�LWGCDNTR CNTO�N�N. 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T«E LCONTRACTW.1—SENT THE�01JIlDIM VE EmRrITANU Ixs CE CERnF GTE6wTO THE ONSHER PRIOR TO eTNi11NO CONSTRUCTION I—wLI�D REOUIREDMNBTMExTe OBYBTEM CBMVOHEM°As xECE56rtp�BpACTI1KFlFN CdIDrtIONe ATNOAWrtIDxu COST DMW ACTw:LFIEID COrJO,TIOx9 TDMEARCHr,ECi Wu!LOEHO BEFONE COxsTRUCIFONBEGI1.PBRTANVBIBCREwNCIEB BETwEENTNE C—_—C ® ®HEw WNl TD aE OFNOLI6HEp OUBnNG WN110 REMNN r:= I I I I Den l ISl H R e y n o l tl s Design Coll a bD relive Ilc. I I .1— I I A AeBO„B . .Pm.�ImR.�I.IN°T.r'.eR'Ia . I I C 0 B E U 118 BIB:S Ir U c EIT I I R.J.Farah Engineering I SNrtlurel eRd BoiMhg Envelope Ergilleefa I BO MwdYBle An. I I ShBEham,MA 021 00 I 0:617d/50901 F:781-27M173 E:RtDNd®rjfaralleltgirlewB g.— I I I I I Con Ira cta r. LeBlanc Builder Co.Inc. Michael LeBlmlc I PO Cos 3414 \ Waqutlt,MA02536 0:508477-3881 \ I F:774-521.M458 \ E:kMmcauilden sLBSt I \\ I BATH D4 General NDIes: _214_ zS € r.to € xa __.___J _SEE 1dt512 - —��- — ___ _ __,�����._. -----� I GC TO ENSURE ALL CONSTRUCTION r t _ __ TO WITH CURRENT CODE �-- REGULATIONS. J / BEDROOM 04 " - \ BEDROOM 01 212 204 b 2ND FL. l ALIGN HALL A W.I.C. 201 W.I.C. a I 213 FEW] BATH 03 SEE— -� BATH 01 SEE21A511 110 \ AOGN CD py rig h 1THE DRAWING AND ALL OF THE IDEAS, 28 'mm I' ALIGN 0 '. ARRANGEMENTS,DESIGN AND PLANS INDICATED —————— ® THEREON OR REPRESENTED THEREBY RE OWNED _ \ By AND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF � \ THEREOF SHALL BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION FOR PURPOSE:EXCEPT WITH SP CIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. 1 ,L7_ ANY ERRORS OR DISCREPANCIES ON THE e'.tp B1tS' er.tm5• �y4 .�.y y �D MASTER DRAWINGS,SHOP DRAWINGS AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE I BATHROOM ARCHITECT BEFORE THE WORK HAS COMMENCED. BEE 1IA511 I DIMENSIONS ARE TO BE USED AND NO DRAWINGS ARE TO RE SCALED. FAMILY RM. I / COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE 207 LI // LLC.ALL RIGHTS RESERVED. BEDROOM 03 \ I 211 _ I - I I 8 I I L——————————— - I 2D 16.27 Ij / ) FLOOR PLAN:NEW IRK 1/4'I=1'-0" D N R `. OENOTFSHED ,�114 _-7'.0' LIMNr It EAovER RO OVER I EI ENSTIDN BELOW �— rNEW —""S C ONb--FLQ_O'R PLAN --- ' J _ PRIVATE RESIDENCE __ ------ ------ ---- 98 TRACY RD., COTUIT, MA D e n I e I H R e y n o 1 d a Design Co I l a E o r a live Ilc. Con suite n14:Siruc Eag. R.J.Farah Engineering StruoWml and BUIding Emdope Enpwm 80 MmhreleAra. Slmehem,MA02180 0:617-645-NDI F:781-27M173 r--------- -------------_—\ _ _------------- ----------� E:rechid®r(lamharpneenng.mm I — I I ------------J I I I canlr4alar. 1-- '-——————————— LeBlanc Builder Co.Inc. I I I I a PO bo 3414 WaOwit,MA0253B I I 0:508477-3801 I I F:774-521-3458 E:nXilerrcUWldem[lmmastnet I I T.O.KNEEW L:Slf3l4' I Geoera l Na Ies. GC TO ENSURE ALL CONSTRUCTION TO COMPLY WITH CURRENT CODE REGULATIONS. I I I I ----------------------=`--—J L——————————— ——— ----------- I CLR.FIN.CLG.HT.:84" �. L—� IlJ rj i _—j AL G CL0.FIN.CLG.MT.:83314• I I I I I I I Coprri g h I: THE DRAWING AND ALL OF THE IDEAS, ARRANGEMENTS,DESIGN AND PLANS INDICATED T.O.KNEE WALL:61 T.O.KNEE 4L L:61" THEREON OR REPRESENTED THEREBY ARE OWNED BY AND REMAIN THE PROPERTY OF DANIEL H. REYNOLDS DESIGN COLLABORATIVE LLC.NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON.FIRM I I OR CORPORATION FOR ANY PURPOSE:EXCEPT I I WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM DANIEL R.REYNOLDS DESIGN COLLABORATIVE LLC. ANY ERRORS OR DISCREPANCIES ON THE I DRAWINGS.SHOP DRAWINGS AND DETAILS ARE TO I I I BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE WORK HAS COMMENCED. ---- �/ ��'-----�� DIMENSIONS ARE TO BE USEDAND NO DRAWINGS L———— ———————————————————— ---J ARE TO BE SCALED. COPYRIGHT(C)BY DHR DESIGN COLLABORATIVE LLC,ALL RIGHTS RESERVED. a _ Dle wi a Information: S 17 FLOOR PLAN:NEW JRX 4 I 1/4n_1�_pn D H R G r08/18117 N-E W THIRD—FLOOR PLAN OF w G oT IeN SUBJECT TO APPROVAL OF BARNSTABLE C NS€RV1R1tION a COMMISSION /e V. 1 ' 1 � Q 17 'oi i 13 t o ° 1 �, � PAN•, / r�,e v/'. / } i1 D,B, 20 77 o/ / 7 A �16' /7 0 qo X/ Ay I PLOT PF #/... ,QAJ �t 4 /,9 �. d C ,9T' 1 O /V : f' 4TUrT s' • � / + SC F3L E : / „ : 40 ' D,,ci ram: 007-. / z, /9 7 9 L_Q-T /Z F9 S pr ti/ 01, Foe -117 0077gP0e s 15 ° "9 Poo L 3 A--45-"-r /4 R p'/e @ ti Af ice. /, z ' PE S/-I O w A_/ 0/v 7'f-1 r S �P L- ,4�1j 15 U•S.G.C . 1�F3 .TUM OF ; 929 . OtiJ THrr (=-, .eO Lit,-/ Z) A S S /,J kic- E0,Aj /qND TH /9 ; / ? L74E::5� C0rvF0 A-I DA7 . 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Pr-or-:'oSe d vatia� ,G2EQC�l �E MEAT$ ex /Sti nq cor7 tc7ur PG,Q 0 t!E- D - --- 80,,1,4227 0?= NEALTN _.T O) Q 20' 20 Q O o COASTAL BANK �Y V z a< �� Q om f Gm 90 0 100 YEAR BASE FLOOD ELEV. 12.0 m 100 YEAR BASE FLOOD ELEV. 12.0 ®t U 10' 10' ©� Q SALT MARSH ' �t 7.4 tae ©� ALAL AL AL IL 9 , 0 0 , TRANSECT A TRANSECT C SCALE: 1" = 10' SCALE: 1" = 10' LOCUS 20' LOCUS MAP o �x NOT TO SCALE 20' COASTAL BANK Z COASTAL LL.o o d p m �Y BANK �m < o m 100 YEAR BASE FLOOD ELEV. = 12.0 t m 100 YEAR BASE FLOOD m ELEV. = 12.0 t• t 10' 10' tL8 SALT MARSH 6 1t Qt 2 zo AIL � 2.7 25.0 4.9 0 0 0' TRANSECT D TRANSECT B SCALE: 1" = 10' SCALE: 1" = 10' CB with Drill Hole Found CATCH BASIN 0 TRACEY ROAD . (PRIVATE — 40' WIDE) o0 �h• • ENCROACHMENT ����� `� LOT 12 "S,�g , ce with Drill stp cos; LOT 11 Hole Found 1.04 AC.f s0. 1y / o A '11 w 25' MIN. CB�e tFo�d 4 \ti°` \'T• BENCHMARK �`� �il, Fq 4 TOP OF CONCRETE 25' MIN. BOUND ELEV.=24.90 0.* oO \ �o ENCROACHMENT oo� LAWN \ ?� SAS• jPROPOSED \\��. N / i CB with Drill WATER SERVICE / Hole Found 03 0 ti0 D-BOX / o� LOT 13 co � t / �zo,� 3 FLOWDIFFUSSORWITH 4! OF / \ MULCH ALL AROUND. oo �N O / �8 ,. 4 OODCHIPS / INV. IN = 13.84 „ ^ / O / 6" ADS N-12 PIPE �4. 16LF • S=0.01 l / e}`' ? 5 - 500 GALLON CHAMBERS WITH 4 FT. 4' DIAM. SOLID Zy 3,000 GALLON �#' r / ,� OF STONE ALL AROUND CATCH BASIN SEPTIC TANK/ a` ,- ry ryCO RIM=18.00 I PUMP CHAMBER �� `�, ry 0 INV._OUT = 14.00 a -q, =ry 3 GARAGE PROPOSED COVERED POR P= �� �� W PROPOSED HABITABLE ARAGE SPACE PROPOSED COVERED WALKWAY o LIMIT OF WORK v SILT FENCE ry STOiVF PROPOSED DRYWELL r 0x 4' DEEP NTH 00 ���� A DR/VE�V 42 DOF STONE AROUND / / / / TOWN OF BARNSTABLE qy N p p o NO Q" (TYP. OF 4) / / / / COASTAL BANK .E v Z N ZF STONE o ♦ -� rn Z n WALL 2 EXISTING FOUNDATION EXISTING HOUSE & DECK rn Q TO BE DEMOLISHED p o Q��a� PROPOSED FF=20.0 co LIMIT OF WORK ROW of STRAW BALES LEGEND N Q° BOUND • 10.3 co ' ' : 1 TELEPHONE 0 TC EF' ELECTRIC METER 8} :::j:: •6+ } SPA �' _: CABLE SERVICE CB-1 DEP 1 6� PROPOSED AREA TO BE PLANTED REFER TO LANDSCAPE GAS VALVE IXI 12' WIDE STRIP OF LOW �� 12 TESTONEfRRACE _ AK PLAN BY HORIUCHI & SOLIEN (TYPICAL) IRRIGATION WELL GROWING APPROVED PLANTS. 8 - - - PROPOSED •i 12"OA PROPOSED COVERED PORCH SALT MARSH STAKE 0 SM 1 , _POOL ` Oh EXISTING SALT MARSH 6' a F'LOOD �S TCB-3 ,�6 �6♦ �"� LIMIT OF CONSERVATION JURISDICTION EXISTING TREE :. 'F- HA2gRD SM8 - _ DEP b \ EXISTING SPOT GRADE 10.5x CO00 HA AR ZONE . . . . 20 :: ;. ♦ EXISTING GRADE —16 ::.�' :: �P�`� 12" OAK `. EDGE OF SALT MARSH - - LAWN • •• .�O _-_=' ��_�; a � PROPOSED RETAINING WALLS TOP OF BANK STAKE (DEP) A TCB-1 DEP (�� fz J y ♦ =_ (DESIGNED BY OTHERS) TOP OF BANK STAKE DEP WN A TCB-6 DEP/BARN TCB-4 I�M�T N NN16"OA :, ,ti,-n :; AL 2 DEP TOP OF COASTAL BANK ♦ SM7- - LIMIT OF WORK , 1 IRRIGATION G 12 1g ' VA SILT FENCE \ AL AL A no PROPOSED DRYWELL FOR POOL NOTES \ � n n� 9�� � 2 \ ��O 0, LAVI)1� 6' DIAM x 6' DEEP WITH \\ TCB-5'P\ co 4' OF STONE AROUND 1. HOUSE NUMBER: 98 ,,L ,11L SMs �, DEP/BARN 12"OAK o 2. ASSESSOR'S NUMBER: MAP 4, PARCEL 5 — �- \ � 50 FROM COASTAL BANK PER TOWN BYLAW o �� 3. ZONING DISTRICT: RF �\ s •8 ST q-A o,� _ ��` \oo0 2aN 4. FLOOD HAZARD ZONES: C, B, A13 (EL 12) Ak — o00 £ 5. REFERENCE: LAND COURT PLAN 11260 D / C ♦ — P4 —'o �9 TC -6 8„DOUBLE 2 �- C . �ti DEP/BARN OAK EXISTING BOARDWALK TO oNF e 6.' EXISTING SEPTIC SYSTEM TO BE PUMPED DRY, — -O --�\ 12"PINE BE REWOVIED AND DISPOSED REMOVED AND DISPOSED OF OFFSITE. 'o\ S 5 OF OFF SITE. \ 8 AL F ,TCB-7 I1 i� 12"PIN 7. REFER TO LANDSCAPING PLAN BY HORIUCHI & SOLIEN JL \ AL DEP/BARN I ':Zo TITLED' PLANTING PLAN PREPARED FOR DANIEL and TOWN OF BARNSTABLE TC FINE GRADE & RE-SEED LAWN WENDY KRAFT", DATED: JULY 13, 2005. COASTAL BANK B-9, SINGLE RAIL UPGRADE IRRIGATION SYSTEM D NOTICE / �II►� EP/BqR WOOD FENCE � �\ SM4 TCB-8 N Unless and until such time as the original (red) stamp of the ,Qz' \` DEP/BARN AL 3 LIMIT OF WORK responsible Professional Engineer, or Professional Land Surveyor AL'�` 00 \ M3 — — ''O ROW OF STRAW BALES appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the l in contained herein; and ' �C \ — — •> (B) this plan remains the property of Holmes & McGrath, Inc.2 tidy\\A AL — ENCROACHMENT 1 31 06 ADD PROPOSED BEDROOM OVER GARAGE LMC AL AL 11/21/05 REVISED PROPOSED PATIO WALL JRK MBM q2 JILAL ,� \ �'�` Cl3 with Drill qR0 ?p` FLOOD ZONE B 10/28/05 REVISED PROPOSED HOUSE PJR MBM /Hole Found F F l 44", cAC \� ? �'' SM1 ��� (� 2pNEOp Hq2 9/30/05 ADD WATER SERVICE RLR MBM C 16 ) �3 �E�R2 8/12/05 ADD PRIMARY LIMIT OF WORK, WOOD RLR MBM FENCE & 12 STRIP OF PLANTS O \�IIh $ N AIL r \; 8/1/05 ADD SOIL TEST PITS RLR MBM AL � DATE DESCRIPTION Drawn Checked 9' AL REVISIONS 0, AL AL PLAN AL AL OF PROPOSED SEWAGE DISPOSAL SYSTEM AL sti / k� 'N ,,,,mow PREPARED FOR 4k s' f , .O roe FL DANIEL A. and WENDY J. KRAFT Q FOR LOT 12, #98 TRACEY ROAD AL I O (i t'f ..-1 I� �`�'r IN O14 � <gtio ,° � COTUiT BARNSTABLE, MA S 1(41'giy Fq,1, GRAPHIC SCALE 0 DATE: JULY 13 2005 �ti SCALE. 1 2 ' q� 20 ,o 0 20 60 holmes and me rath, Inc. ,'' MICHAE1.�y� civil engineers and lany surveyors � $• "' IN FM > 362 glfford street 508 548-3564(PHONE boo i inch = 20 & falmouth, ma. 02540 508 548-9672(FAX) DRAWN: LMC, TMS CHECKE KRAFT 205101 205101PP.DWG JOB NO: 205101 DWG. NO.: 85-4-26BI SHEET 1 OF 2 Finish grade above and adjacent to system shall slope away at a min. of 270. " cast iron or Schedule 40 PVC pipe (tight joints). ' ffli istance (building to edge of leaching system) 25.0 - - - - - - - 10. � - - -min. 'distance. . . distance- - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - .500GaIlonChambercoverto D-Box cover to within within 6" of finished grade. 12.83 6" of finished grade. - 2-Removable covers within 6" of finished grade. 4.0' 4.83' 4 0, Surface Access Holes in Tank to be 20" in Diameter. W First Floor elev. 20.00 � 20. •:. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Eli Z Eev.= 18.59- - , - f - -oseds'ur�ce e►oe Length Varies 9=0.01 r.., 4" PVC Pipe :v O O � wor =='• O O O • Slope Continu�MY Up o 0 10 IO Elev. 15.59 p i 16t L.F. s=0.02 din - 6" /Oyer of ed td h Li id Le►ro! 7T" 2 Forte ! rf/Sh 15.0 . . • . 4" PVC f' �'l T�' . . . . . C ed � . . 'Piler rrr r'rr err rJrr O compacted II. II 2" /Oyer of to w Foundation ^ h f r r r r r h washed stone �+ design �' h f r 4 ft. of to 1 4.6' by others � rr (Septic Tank, err r Pump Chamber �' ' �' washed stone a// r r around infi/trator 11 11 rf rr rr r� rf rr p C C C C • r rr rr rr rr rr r �r X l � � Bottom of test 10.0 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - - - - . . . . • - - - - - . . - - - . . . . .Pit ® Elev. 11 C c c 2" w4em in - 95 LF D-Box Varies Sol/ Absorption System Foundation 16 f Septic Tank & Pump Chamber H-20 6' LA YER OF CRUSHED COMPACTED STONE SEPTIC PROFILE INSTALL POLYLOK FLOW EQUILIZERS " ALL OUTLET PIPES FROM THE ON ALL OUTLET PIPES SCALE: 1/4 = 1 DISTRIBUTION BOX SHALL BE 21" SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER 9 - 5" OUTLET ' KNOCKOUTS s INLET 28" 17'-0» 2 PUMPS REQUIRED, MUST ALTERNATE OUTLET PUMPING 2��'j'j!=•1.V .1:}i- ',4' t" :�'4 S!{,;.3j 1'r 1 PUMPS SHALL BE CAPABLE OF PING " 2-24" Diameter35 GPM AGAINST 10' OF TDH. 710- !I14 •. 1 r Access Holes CONTRACTOR SHALL SUPPLY ENGINEER 4w �.,; •� T-0" WITH PUMP CURVE AND SPECS. PRIOR • _ _ OUTLET TO INSTALLATION FOR APPROVAL. PLAN SECTION CROSS-SECTION INLET ALARM LIGHT » s FLOATS SHALL BE HUNG 9 HOLE DISTRIBUTION BOX 30 DAIM. PUMP ACCESS HATCH CONTROL PANEL FROM STAINLESS STEEL INSTALL IN READILY BARS MOUNTED WITHIN SCALE: 1/2" = 1' =ice t':fj''3 i"`�.;.. •.'r_..3:'.'A:- .. •`} STEEL REINFORCED PRECAST CONCRETE ACCESSIBLE LOCATION 18" OF THE HATCH. (H-20 LOADING) PLAN VIEW FOUR BOMTHH PUMPS SLIDE RAILS SHALL BE FORM ACCESS COVER OVER PUMPS. ACCESS COVER *ALARM SHALL BE HARED AVAILABLE FOR USE. SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE TO SEPERATE CIRCUIT. PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. Removable Cowers PRECAST CONCRETE to within 6" of finish grade, must be waterproof - TANK RISER and watertight 6 DEEP OBSERVATION HOLE LOG NO. 1 mi,,. d°0""0° r soi�o FORCE 12* DESIGN CRITERIA TE VALVE r . INLET Liquid level INLET 'T' SOIL SOIL TEXTURE SOIL COLOR SOIL (OSNXILA�Rs,, p 24 HOUR CM VALVE - : �E » :. Emergency ;Jr 6-6 DEPTH ELEV. HORIZON (USDA) Munsell MOTTLING SIDE%eoUM Number of bedrooms: 6 Equivalent to 660 gal.'s/day I 5'-0" mina min. Storage 5-0 min. CMZTM zaUva Garbage disposal unit: No in - Liquid depth -- START LAG NO MAN=IL% Liquid depth "! O" 21.0 9 capacity q gal.'s/day " 6 TUF-n� RAILS i MART LEAD-1'� '_ Side hareaareo proposed: 253 sq.uft d: 660 GAS BAFFLE ALL RWS OFF=11.92 " P P LIFTING : o=2 20.8 O Bottom area proposed: 648 sq. ft. 4 SEPTIC TANK CHAINS BOTH OF PWP p�=10g� L -` 2-9" 20.3 Total area proposed: 901 s ft. Y: .,.�< ,• .. :a:•''; A/E LOAMY SAND 7.5 YR 511 q `:�i�`�"::s.-':•:':�..:.'..:: ''.�.•a:a'.i.C•.r.r:....,•'.•.•r'-.±:: r'.,;q:-... �e'vs::i.•..+.::::e-�q.-. •'7::'n'�":::,..•.,..,.` .�.• '!•:�,.::-.`_.. 667 n Proposed leaching capacity. gal.'s/day I - 8'-6' 161 y •7'-0"- f" �-6-0 -i I 9"-29" 18.6 Bw MEDIUM SAND 5 YR 416 NONE CROSS-SECTION 6 END-SECTION Water supply. Town TYPICAL 3.000 GALLON SEPTIC TANK dt PUMP CHAMBER 29'124" 11.0 C MEDIUM SAND 10 YR 714 NONE Precast concrete units: H-20 loading design SCALE: 1/4" = 1' (H-20 LOADING) DEEP OBSERVATION HOLE LOG NO. 2 / SUPPORT NETTING OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (SINCRO M ® OAK POST TOTAL LENGTH 4'-6" 2 ~ 6" x 6" TRENCH DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING S SOIL TEST ECONOFENCE PREASSEMBLED SILT FENCE OR EQUAL O" 23.0 " " Date of soil test: 8/01/05 INSTALLATION "PROCEDURE o -2 22.8 0 Test taken by. R. LIZARDI-RIVERA 1. EXCAVATE 6" x 6 TRENCH 2"-9" 22.3 A/E LOAMY SAND 7.5 YR 511 Results witnessed by. D. DESMARAIS / 2. UNROLL ECONOFENCE BY SECTION ALONG TRENCH Percolation rate: < 2 MIN./IN. •:�. 3. DRIVE POSTS INTO UNDISTURBED SOIL UNTIL SUPPORT 9"-24" 21.0 Bw MEDIUM SAND 5 YR 416 NONE Ground water NONE ENCOUNTERED DOUBLE STAKED NETTING TOUCHES GROUND. STRAW BALES (TYP.) 4. BACKFILL TRENCH TAMP BY FOOT 24"-124' 13.0 C MEDIUM SAND 10 YR 714 NONE Perc Number: P#11068 NOTES: 1. BALES TO BE TIED WITH ORGANIC FIBER TWINE ONLY, SILTATION FENCE DETAIL NO PLASTIC OR WIRE. 2. STRAW BALES TO BE SECURED WITH MIN. SCALE: 1/2- 1' 2"X2'X3' WOODEN STAKES, DRIVEN 18" MIN. INTO GRADE. A.. STRAW BALE DETAIL LEBARON FOUNDARY MODEL 4" KNOCKOUT 4" LOAM & SEED EMA 6 FRAME AND COVER OR EQUAL NOT TO SCALE FINISHED GRADE ADJUST GRADE WITH BRICK " FINISHED GRADE og w Al 20 DIAMETER ... .. ,j w 5i.. _ 4" KNOCKOUT - 4 KNOCKOUT I � � "� '�-.ORDINARY BORROW ._ .ORDINARY BORROW- .. INSPECTION 24 :� PRECAST CONCRETE RISER.:.:. DIA. COVER FILTER CLOTH t w 4" KNOCKOUT ti DRAIN PIPE 8' - 6" 3/4' TO 1-1/2" NON- SHRINK ONE SHEb MORTAR RINK ALL WALLS ARE 3" THICK ALL LEACHING PITS MUST BE INSTALLED 8' - 4" IN STRATUM OF COARSE SAND TO 4' DEEP ALLOW PROPER FUNCTIONING. THE OR CONTRACTOR SHALL NOTIFY THE ® ® ® 0 ® ® ® ® 0 ® ENGINEER IF THE EXISTING MATERIAL ® ® ® ® ® ® ® ® ® 6' DEEP DOES NOT CONFORM IN GRADATION (SEE PLAN) 3" REQUIREMENTS TO COARSE SAND. ® ® ® ® ® ® ® "• tV CV . ® ® ® ® ® ® ® ® ® ® ® 2' OR 4' 4'OR 2' OR 4' �- 8' - s" - I (-- 4' - 10' (SEE PLAN) 6' DIA. (SEE PLAN) (SEE PLAN) TYPICAL 500 GALLON LEACHING CHAMBER ® UNDISTURBED BASE SCALE: 1/2" _ ,' TYPICAL D R YWELL SCALE: 1/2" = 1' REFER TO LANDSCAPE PLAN LEBARON FRAME AND COVER MODEL LK 110 FOR SURFACE TREATMENT OR APPROVED EQUAL WITH "DRAIN" IN GENERAL NOTES 3" LETTERS (1 REQUIRED) 24' FRAME SET IN FULL BED OF MORTAR 1) No change to this system shall be made unless DIA. ICK & MORTAR FOR GRADE ADJUSTMENT approved in writing by holmes and mcgrath, inc. ° 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. PRECAST RISER SECTION 3) Heavy construction equipment shall not travel AS REQUIRED (H-20 LOADING) over disposal system during or after construction. I-A! 4• 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. cLEANouT AND 5) A copy of these plans must be kept on the site INSPECTION COVER O O 3/4" TO 1-1/2" during the time of construction. L.JT co WIJ E WASHED 6) A copy of these plans must be furnished to the T USHED STONE contractor constructing the disposal system. ® 7) Before backfilling, the contractor shall notify 9- - I holmes and mcgrath, inc., and the Board of Health KNOCKOUTS FOR - 0� DRAINAGE FIELD MUST BE INSTALLED Agent to inspect the system as constructed. 30) 2- x 5" BED INSTALLATION IN STRATUM OF COARSE SAND TO ( ALLOW PROPER FUNCTIONING. THE $) If the contractor encounters any variation between OPENINGS CONTRACTOR SHALL NOTIFY THE the existing conditions shown on the plan and the ® ENGINEER IF THE EXISTING MATERIAL conditions encountered on the site, or any soil TYPICAL FLOWDI FFU SOR (FOR DRAINAGE DOES NOT CONFORM IN GRADATION Condition different .than shown on the soil lag, or REQUIREMENTS TO COARSE SAND. any adverse soil, the contractor shall immediately SCALE: 1/2" = 1' contact holmes and mcgrath, inc. Holmes and mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. CROSS COUNTRY DRIVEWAY PAVED AREAS LEBARON MODEL LF 244 FRAME AND GRATE OR EQUAL NOTICE 8" MIN. 7 BRICKS MAY BE USED FOR Unless and until such time as the original (red) stamp of the FERTILIZE, SEED, LIME, PAVING AND SUB-BASE responsible Professional Engineer, or Professional Land Surveyor AND MULCH. AS SHOWN ON LANDSCAPE GRADE ADJUSTMENTS. appears on this plan: 4" LOAM PLAN DETAIL �41, " " FRAME TO BE SET IN A (A) no person or persons, including any municipal or other FULL BED OF MORTAR. public officials, may rely upon the information contained herein; and EXISTING GROUND . °' ° (B) this plan remains the property of Holmes & McGrath, Inc. SURFACE 6 \ - 1/31/06 ADD BEDROOM LMC COMMON FILL MATERIAL, MAXIMUM )48"±1" DIA. NON-SHRINK GROUT 9/30/05 REVISE DESIGN CRITERIA RLR MBM \\ \ STONE SIZE 6". COMPACT IN 12 w>- d ! j LIFTS WITH MECHANICAL TAMPER Q ' 8/1/05 ADD SOIL TEST PITS RLR MBM / \! UNDER ALL PAVED AREAS. > BACKFlLL TO BE, �, N 0 GAS TRAP DATE DESCRIPTION Drawn hecked COMPACTED IN 1 z LIFTS (MAX.). F-Z : SORBENT 6" ADS N-12 DRAIN PIPE R E V I S I O N S o o PILLOW UNDISTURBED EARTH --i-�� , i> _V) 12" CONSTRUCTION DETAILS j 1 LAP FABRIC � •• PROVIDE "V" OPENINGS OF PROPOSED SEWAGE DISPOSAL SYSTEM 3/4" CRUSHED STONE E ;� PREPARED FOR ? BITUMINOUS JOINT SEALANT (TYP.) DANIEL A. and WENDY J. KRAFT 6" ADS N-12 DRAIN PIPE 5" MONOLITHIC BASE FOR LOT 12, #98 TRACEY ROAD IN PIPE AND 3/4" CRUSHED STONE TO -.. \� 12" MIN. CRUSHED STONE FOR 6" 6" - COTUIT BARNSTABLE MA BE SURROUNDED BY CONSTRUCTION �`� DIAMETER PIPE. 24" MIN. CRUSHED FABRIC WITH A MIN. 1 FT. OVERLAP y STONE FOR PIPE WITH DIAMETER STEEL REINFORCED INNER DIAMETER +2' LARGER THAN 12 INCHES. , " ., .y CONCRETE 4000 PSI 28 DAYS SCALE: 1"-20' DATE: JULY 13, 2005 PAVMENT WIDTH SET ON 6" OF boaQaoPpc H-20 LOADING �c °i nn ss" CRUSHED STONE - ••••h'�`P' holmes and me rath, Inc. ��P �` c M�GNAE� %ter civil engineers and Ian surveyors DRAIN PIPE 362 gifford street 548-3564(PHONE Mo.36,3 3,� Np.3ti23TRENCH SEnON TYPICAL SOLID CATCH BASIN Falmouth, Ira. 02540 �508�508548-9672 FAx SCALE: 1/2" = 1' DRAWN: LMC, TMS CHECKED• SCALE: 1/2" = 1' 205101 205101PP.DWG JOB NO: 205101 DWG. NO.: 85-4-26B SHEET 2 OF 2