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Home My WebLink About0219 GREEN DUNES DRIVE - Health 219.Green Dunes Drive_. Centerville °-F, CJ A = 245 024 I SIII, �RECYCLFpC IIII UPC 12543 No. 53LOR HASTINGS, MN No 19 © I Fee S BOARD OF HEALTH TOWN OF BARNSTABLE Zippricatfon ff or Veff Con5tructiort Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: rb v es �► U�� o�� 5 D oca�o/n\-AAlddrresls� ( � ]�ry� �/� �AssseessorsMiaapp'an'd/Parcel f �7� `� W'[ ITV 1 tJ� 1.� IJVV ►�6� 1�(.�V� l�'Vl ®�(., G/ Owner Address Installer-Driller Address Type of Building - pp Dwelling ��Gj O(e( Other-Type of Building No. of Persons Type of Well YO' Rd Capacity l rn ± Purpose of Well ��lee G14-i-Jpj Agreement: The undersigned agrees to install the afore described 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 Certificat Compliance h een issued by tlW Board of Health. C, Signed ` ( ate Application Approved By y �tJ ate �V 17 / Application Disapproved for the following reasons: Date Permit No. C D 1—2, Issued J Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (Cort>rpliance 9 THIS IS TO CERTIFY,that the individual well Constructed ,r n Altered( ), or Repaired( � ) Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private We 1 Protection Regulation as described in the application for Well Construction Permit NoiJ&(q —01Z Dated VZDI THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No.�/ )� ( '' I 1 Fee BOARD OF HEALTH " TOWN OF BARNSTAB-LE -- ZIppYtcation _for lVerr Construction Permit Application is hereby made for a permit to Construct( ;, Alter( ), or Repair( ) an individual well at: Locaf on-Address C Assessors Map and Parcel ILI Owner 1 Address 1 s ur � 1N�I1 i VI )lima �h�- �0 Q04, 2--7b 0--I-e61nS 53 Installer-Driller Address Type of Building - L Dwelling �� K Other-Type of Building No. of Persons Type of Well YO i Capacity J rn t Purpose of Well Agreement: `+ The undersigned agrees to install the afore described 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 ha"'been issued by the Board of Health. �j Signed "~',.o,-d✓ 5 1 �1} / l Date t Application Approved By /7/4/c Date Application Disapproved for the following reasons: • Date Permit No. 1&, Jl C( `- D 1-2— Issued Date --- 4—Qo»>.«._Pd__.ev—_,.m—_ob—e_ee__-----_-- —e..e__,.____e_—me_------_Qoevvoeemaoo-----o<.-_-_—_o..e_ �.., BOARD OF HEALTH a: TOWN OF BARNSTABLE ` Certificate of Compliance 1cz-&t G s-—r 1 9 H! THIS IS TO CERTIFY,that the individual well Constructed r , Altered( ), or Repaired( Installer _ 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 NoW OW -017, Dated 5- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date. Inspector i BOARD OF HEALTH .: TOWN OF BARNSTABLE Ivell Cougtruction permit c, No. ( ��1 1 t Fee J �� Permission is hereby granted to — (Z �q &A"T-1 Installer to Construct(v), Alter_( ), or Repair( an individual well at: tr j Street • as shown on the application for a Well Construction Permit No.t�UZo�^� `a1Z _ Dated`---- ,5(fir ze 9 Date -r, //� 1 Approved By . ........... LOT.45.. LCP I"I"A ,o_ y\U,�c"/4f. F+ ', 7 �:m�``1-� j�F \\� .L-..:' -1�•,\ LOW' NOT TO SI 01% W ASSESSOR mg." EOPHD OWNE 's `SEASIDE N ELIZABETH I% 7A ...... in 4 DRAPEF DOVER.Mi 0 j '�P REFEF CERT 2C LCP 15694 NOTES BENCHMARK: `Ok D 1.DATUM 11 TOP OF LAN COURT BOUND ELEVA71ON 21 .3'NAVD88 1.25'LOWE IN CONTRA CALLI % A T'oN 02CERHEAD 's y NO TE. E A 0F L MOEONDC E l 1 -- ,�mp/ ?Q c !!3.BUILDIN O I EXIS77NG PA WD ZONIN DRIVE U ZONING 01: 12 6, MIN.LOT 0 •k1 MIN.LOT f %trw DO r 61 Ac 4F MIN,LOT% 2,31�63 o C_ FRON 7 J MIN., MIN. SIDE GRA VEZ .6 MIN.REAR EIEDROOW BENCHMARK: EXISTNG 8 SEPTIC SYSTEM EX.CATCH BASIN I MAX.BVIIJ LT 2013 ASBUI EL 24.3'NAVD81 SITE IS LC •ir ------ PROTECTIC HOUSE SEPTI, EXISTING 8 LOCATION APPROX. FROM ',PROPOSED TOWN d, G.I.S. RELOCATED EXISTING 8 -4 -- .6 GENERATOR bSE GRAVI h CX OASW AND t r EVECTOR P PAVED -.1. EX7s1?NG > MAIN HOLIE - —--- PATIO DUAL COMI DRIVE -,I, Zz MAP 245 23 203 LCP 15694G F.WING LOT DARLING FnR>26.I' 4 7 256, PROPOSED 193, POOL H 11.4.�,No - - - ----- o/ scat -- --------- IL OM H MR 26.1 Aj POOL AREA L�.r, ")r 100'FITTOP CM"TAL�K Ar EWE OF V" MAP 245 24 219 DuommLkn_ A ED-' No. •. � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS , 1 Itationt �bisposal *pstrm Construction Permit Application for a Permit to onstruct( ) pair( ) Upgrade( ) Abandon( ) ElComplete System ❑Individual Components Location Address or Lot No. v�._ Owner's Name,Address,Ind Tel.No. ^n: 2��'. �`'� �++ K -'Limp `. V�.a Assessor's Map/Parcel at t 1 Z,- �t� � I taller's Name,Address,and Tel.No. -�PN ;��b y(',t-A� Dgsigner's Name,Address,and Tel.No. aw/". C,*j(j_ tDFf Fi��. �r�.r �►��-o..: �m.,�.�0.6� �3�i �"awti, ,.. Type of Building: " Dwelling No.of Bedrooms Lot Size 1��J sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided d Plan Date Number of sheets Revision Date '� :9- Ll o rA) I Title blvl'/ )" fiy�v G�os Size of Septic Tank Type of S.A.S. 0,0 (_ i r J44 vr) Description of Soil WJ V ✓� r Nature of Repairs or Alterations(Answer when applicable) �-60L Date last inspected: Agreement: The undersigned agrees to ensure the conC ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title of the nvand not to place the system in operation until a Certificate of Compliance has been issued by this B Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ` Date Issued 3q,7 1�1'� \ N Fee 5o ?No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS �J�ILatIO f'0' 18�Jo8a� .4petem ConstrULtion Permit ___ Application f r P '`— �� o a Permit to Construct( ) gepair( ) Upgrade( ) Abandon( ) ❑Complete Systems ❑Individual Components Location Address or Lot No�.1» ffl-f\ ' q�,s Owner's Name,Address,and Tel.No.$� �-� ot1� Ili N n..4 e/ P'l. c++ p �e C', V,.i C.p-c<'C Assessor's Map/Parcel -4-4 r j Zy ,Pdl Q(l f I taller's Name,Address,and Tel. tN�o. }pr� G;�� G/'.r4/ Designer's Name,Address,and Tel.No. � � C•`!e oyLC 6^40t i' DR K.,...� �'�.b� enar.,., r -r�.nEe/G "Jjq Type of Building: Dwelling No.of Bedrooms Lot Size 431 S(/n sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided iavd Plan ,~ Date Number of sheets,. 1�Revision Date T r Title /;V, y d A,' :)✓`j J/`2 r r wVu Size of Septic Tank r-r.,1,41 POP Type of S.A.S. Sod rl 4DA A Description of Soil j! Nature of Repairs or Alterations(Answer when applicable ..a,n��„�� `�,✓ �{!(�'t ' / r Date last inspected: Agreement: The undersigned agrees to ensure the construction and-n6 ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the xnviro : ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board�of'I�e rth. Si e ��j i� Date l i ll'IA.k$ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ( b Date Issued --------------------------------------------------------------------------------------------------------------------------------------- ril THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS i0) ! Certificate of Compliance THIS //4� , IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.-Vig'—359-'dated / i�(s ' Installer v{ �� Designer #bedrooms, V Approved design ro and The issuance of this permit shall not be construed as a guarantee that the system will f gonas designed. Date S I Inspector t1,f ----------------------------------------------------------------------------------------------------------------------------------------- No. z /� '~ o Fee )5 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS P e Mi8 oral stem ConstrULtion permit � p Permission is hereby granted to Conssttrruct(�, Repair( ) Upgrade( ) Abandon( ) System located at a 6_ —Co n rv,\0 'Y r Uv 1Ayc and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I' Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three ears of the date of this e i" t. Date 1 y Approved by � k Town ®f Barnstable Regulatory SeMees Thomas F. Geilear,Director Public Health]division pia rnt►`t e' Thomas McKean,Director 200 Main Street,Hyamds,NSA 02601 Office: 508-8624644 Fax: 508-790-6304 InnstaRer j2esigner Certification]Form Date.. 7r'2� � Sewage permit# �l�-3S Assessor's Map\Parcel 2 2 J<Dcesipen: DOWN CAff MAINIMUW-iff LLC Installer: JQYI 9 LANPWJN(9 Address: MAI IOR Address: On V�- 0'71 I, was issued a permit to install a (date) (inter) septic system at 2.19 C-�99�N WNE PIL.I based on a design drawn by (address) "DAN(R-.k OJA•L-A . P45, Pf-V dated Marc. 13, 20 19 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include.minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system eferenced above was installed with major changes (i.e. greater than 10' lateral reloca'®n of the SAS or any vertical relocation of any component of the septic system)but ' ccordance with State &Local Regulations. Plan revision or certified as-built by de ' ex to follow., e s N of MASs��9 DANIELAlu . OJALA istaller'sSignature) CIVIL No.46502 I S T S ��1 �SS�ONAL ENG (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO IBARNTSTABLIE PUBLIC HEALTH gDWISION. CERTOCAT]E OF CO LL&NCT WILL NOT BE ISSUED UNTIL, BOTH THIS FORM .AND AS-RUMT CARD ARE REq, IVXD BY THE BARNSTABLE PUBLIC BR4LTH IDMSION. THANK X®U. Q:Hcdth/Septic/Designer Certification Form 3-26-04.doc 1 TOWN OF BARNSTABLE LOCATION f-c-� SEWAGE# ""ke r 3cr NVIZLAGE Pam'' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ® S SEPTIC TANK CAPACITY 7, Q0p ,, LEACHING FACILITY.(type) (size) NO.OF BEDROOMS ka OWNER ,' c_ rA PERMIT DATE: il hu. 1 Ig- I - COMPLIANCE DATE: S '� lb eparation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching accility) ff __ Feet FURNISHED BY 3'® ,� a) S•4%A son �:;::,, rnaaaat.nuaetta t+cNmunern ur envuunn_rCruar rrvtct:uvn Bureau of Resource Protection n r ' Well Completion Reports r r �. i✓urn .J; ✓ rl Well Driller h Please specify work performed: Address at well location: New Well Street Number: Street Name: 219 GREEN DUNES DRIVE '' Please specify well type: _ Building Lot#: Assessor's Map#: �k Irrigation � 245 Assessor's Lot#: ZIP Code: Number Of Wells: 024 02647 City/Town: Well Location BARNSTABLE In public right-of-way: GPS Yes r- No North: West: 41.63319 70.32454 Subdivision/Property/Description: Mailing Address: r click here if same as well location address Property Owner: Street Number: Street Name: ELIZABETH K COTTER TR 14 DRAPER ROAD City/Town: State: Engineering Firm: DOVER MASSACHUSETTS ZIP Code: 02030 Board of health permit obtained: 0-Yes C`Not Required Permit Number: Date Issued: W2019 012 05/09/2019 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY From(ft) Drop in drill Extra fast or slow Loss or addition To(ft) Code Color Comment stem drill rate of fluid 15 Fine To Coarse S: Browner r' YES NO r Fast C�Slow Loss Addition r 15 25 Medium Sand Brown * t'')Fast("Slow c r YES NO Loss Addition 25 3D Fine To Coarse S Brown C r YES NO Fast f'Slow � Loss Addition WELL LOG BEDROCK LITHOLOGY From(ft) To(ft) Code Comment Drop in Extra fast or Loss or Visible Rust Extra addition of Large drill stem slow drill rate fluid Staining Chips r t, C: r� Choose Code -Yes Yes YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed f Yes C"No Disinfected f Yes C No Total Well Depth 30 Depth to Bedrock Surface Seal Type None racture Enhancement CASING r Is Casing above ground? From To Type Thickness Diameter Driveshoe �� 27 Polyvinyl Chloride Schedule 40t h� ( Ye SCREEN 1....'No Screen From To Type Slot Size Diameter 27 30 Stainless Steel Well Point 0.012 WATER-BEARING TONES r DRY WEL From To Yield(gpm) 20 30 12 PERMANENT PUMP(IF AVAILABLE) PumpDescri tion Wre Constant Speed P Horsepower ubmersible / Pump Intake Depth(ft) 26 Nominal Pump Capacity(gpm) 15 Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Driller Program Well Completion Reports(General) ANNULAR SEAL I FILTER PACK From Water Batches Method To Material Weight Material Weight (gal) (count) Placement Choose Material Choose Material t LJ —Choose One— WELL TEST DATA Date Method Yield(gp m) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 05/17/2019Constant Rate Pumper 12 01:30 24 0:01 20 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 05/17/2019 20 1 112 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Monitoring[M) Signature PATRICK, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 0551 06/04l2019 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. -aF N "CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) Ito Lj ' RCHUS Recipient: Sally Desmond Order No:: G19113229 Desmond Well Drilling Report;Dated: 05/23/2019. P O Box 2783 Subm.itter Well.Driller. . Orleans, MA.02553 Description; 3 Day,RUSH 21,9 Green Dunes Dr Laboratory 1Q#: 19113229-01 Matrix: - .Water-Irrigation Well. Sample#c Sampled: 05I17/2019. 12:1.0 By: :DWD< Collection Address; 219.Green Dunes Dr,Marston%:Mills Received: 66117/2019: 1416 By: PalmerP Sample..Location: Turn Around: 72:Hr Rush Routine M ITEM RESULT UNITS RL MCL": METHOD# ANALYST TESTED TIME Nitrate as Nitrogen 1.9 mg/L 010 10, EPA 306.0 CL 05/17/2019 13:24: Iron' 0 21 mg/L 0.1,0; 0.-a EPA 200.8 CL, "05/2112019 14.02 Manganese 0.086 mg!L 0,025 0.066 EPA 200.E CL. . .65W/2019 14:02 pH &2 PH AT25C NA 6.5=8.5 SM 4500-1-1-6 DCB 05/17/2019 15:51 Sodium 24 mg/L 2 5 20 EPA 200.8 CL 05/21/2019 14:02 Total Coliform 0 h60ML 0. 6 SM 9222b Rd 05/17/2619 12 16 Conductance 220: umohs/prn 2:0. SM"251013 DCB 05/17/2019. 16:51 Sodium level,above the maximum contaminant levee. Those on a low sodium diet may wish to consult a physician: Attached please;find"the laboratory:.certified parameter list, Approved By .� �. (Lab Director) j i ND-None Detected RL Reporting Limit MCL.=Maximum`Cont.niinant,Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph %508-375-6605 Page: 1 of 7 i Commonwealth of Massachusetts Title 5 Official Inspection Form F Subsurface Sewage Dlsposal System Form -Not for Voluntary Assessments 10 CO L r 219 Green Dunes Drive P 13 Y Property Address Edward Leslie Owner Owners Name, information is West Hyannis port tt required for every po MA 02647 6-13-18 page. City/Town state Zip Code Date of Inspe-abon Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information �� on l the compng out u forms 3 ` OFk4S.'14, use only the tab 1 Inspector: ��`�4 �'s'% key to move your cursor-do notA: JAMES �? James D.Sears �s�rAftS use the return - - c key. Name of Inspector v; Capewide Enterprises �' o� �o Company Name Q r 153 Commercial Street N,5,INS P Company Address Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S1623 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 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 6-14-18 ,ffipector'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 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. 15lns.doc•rev.6116 Title 5 Offidel Inspection Form:Subswface Sewage Disposal System-Pape t of 17 6 abed xeJ dH 6Z:ZZ 9 60Z OZ unf Commonwealth of Massachusetts z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name Information Is required for every West Hyannisport MA 02647 6-13-18 page. CityrTawn State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D cr 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: Note: H-20 units-covers are raised. The system is a 3000 Gal, two compartment tank- D Box and eight chambers. 9) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. ' A metal septic tank will pass inspection if it is structurally sound; not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.5116 Title 5 Ottklal Inspecticn Form.Subsurface Sewage Disposal System•Page 2 of 17 Z a5ed YPJ dH 6Z:Z2 9 60Z 0Z unr r lip" Commonwealth of Massachusetts Title 5 Official Inspection Form 't Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-1 B page. Cityrrown state Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box, System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): 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 16.303(1)(b)that the system is not functioning in a mannerwhich 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 t5ins.aoc•rev.ens Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 £ a5ed xeJ dH 6F:ZZ 9 60Z OZ unr Commonwealth of Massachusetts Title 5 Official Inspection Form i' Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every west Hyannisport MA 02647 6-13-18 page. city/Tam state Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, If anyj determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 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 El ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in his less than 6" below invert or available volume is less than '/day flow 4C41ov6 ISlns.doc•rev.6116 Title 6 Official Inspecfio-i Foam$ubsurface Sewage Disposal System•Pape 4 of 17 abed xed dH 6Z:ZZ 2 60Z OZ unr Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-18 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public 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,OOOg pd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 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 ❑ ❑ 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. 15ins.doc•rev.06 Title 5 Official ft"pection Form:Subsurface Sewage Disposal System-Page 5 or 17 g a5ed xeJ dH 6Z:ZZ 9 60Z OZ unr Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name Information is required for every West Hyannisport MA 02647 6-13-18 page. Citylrown Siate 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 NIA) ® ❑ 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 CUR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 6 Number of bedrooms(actual): 8 DESIGN Flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 880 t5ins.doc•rev.GAG Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 9 a6ed xeJ dH 0£ZZ 2 0? OZ unr i Commonwealdi of Massachusetts Title 5 Official Inspection Form .i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-18 page. CitylTown State Zip Code Date of Inspection D. System Information Description: 3000 Gal two compartment tank D Box and eight chambers. 2 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes-® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2016-61,OOOGals g y g (gp )) 2017-35,OOOGals Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Present Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203). Gallons per day(gpd) Basis of design flow (seatstpersons/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: t5ins.doc•rev.6l16 Title 5 DKdal Inspection Forth:Subsurface Sewage Disposal System-Page 7 of 17 L a5ed xed dH 0£ZZ 91.OZ OZ unr Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancyluse: Date Other(describe below): General Information Pumping Records: Source of information: NA 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): 15ins.doc•rev.6!16 Title 5 Official Inspection form:Subsurface Se+vage oisposal system•Page 6 of 17 9 abed iced dH 6£:Z2 9 60Z 02 unr Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-18 page. City/Town State Zip Code Date of inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2014 Permit # 2014 -482. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 4'- 10" Depth below grade: 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.): Pipeing is 4" PVC SCH-40 Septic Tank (locate on site plan): 4' Depth below grade: 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 3000 Gal. Precast H-20 Dimensions: 0" Sludge depth. t5ins.dac-rev.6115 Title 5 omclal Inspection Form:Subsurface Sewage Disposal System Paga 9 of 11 6 abed xeJ dH 6E:ZZ 8l,0Z OE unr Commonwealth of Massachusetts � Title 5 Official Inspection Form Disposal System F • Not for Voluntary Assessments Subsurface Sewage Dis Form o ry 9 P 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport - MA 02647 6-13-18 page. Cily/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 0" 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 How were dimensions determined? Asbuilt-Plan-Tape Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): .Tank at working level. Tank at 4' below grade w/both covers at grade. In and outlet tees. No sign of over loading. Note: Two compartment H-20 tank. Tank to be maint. Pumped after inspection. 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: Data t5ins.doc-rev.5116 Title 5 Official Inspactior Form:Subsurface Sewage Disposal System•Page 10 o1 17 06 abed xed dH 6E:ZZ 960Z OZ unr Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is West Hyannisport MA 02647 6-13-18 required for every page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) 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): 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 t5ins.doc•rev.6116 Title S Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 l,l• aced xed dH Z£ZZ 91.0E 02 unr Commonwealth of Massachusetts Title 5 official Inspection Form lii Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is required for every west Hyannisport MA 02647 6-13-18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): H-20 D Box is 30"xW' 40" below grade w/cover at grade. Box is clean and solid w/eight line's out. No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc rev,6116 This 5 Official Inspeclion Form:Subsurface Sewage Disposal System-Pap 12 of 17 Z 6 abed xed dH H:ZZ 9lOZ OZ unr Commonwealth of Massachusetts Title 5 Official Inspection Form .R Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information fo is required for every west Hyannisport MA 02647 6-13-18 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 8 ❑ 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.): Leaching is eight H-20 500 Gal. dry well chamber's w13.5'stone on side and 2.5'on ends. Chambers at 3' below grade wlccver at grade Chambers are wet bottom like new. 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 15ins.doc•rev.8/16 Thle 5 Ofrmlal Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 £l• a5ed xed dH Z£:ZZ 9 l,02 02 unr Commonwealth of Massachusetts . Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form Not for Voluntary Assessments :N �u 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is West Hyannisport MA 02647 6-13-18 required for every page. City/Town state Zip Code Date of Inspection D. System Information (cont.) 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.) t5ins.doe-rev.6116 TIUe 5 Official Inspeclion Forth:Subsurface Sewage Disposal System•Page 14 of 17 b l, abed xed dH ££zZ 8 xo oZ unr c Commonwealth of Massachusetts g, Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name i is reequirquiredd for every West Hyannisport MA 02647 6-13-18 o page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately (C'�Qvu'r Q o o l3 -r = S3 ;L a G 3 0 y -3 38 -3M i 13 �� = 6 3 l5ins.doc rev.W16 Title 5 oflicial Inspection Form:subsurface Sewage Disposal Syslam-Page 15 of 17 g L abed YU dH £HZ 9 60Z OZ Of Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments t 219 Green Dunes Drive Property Address Edward Leslie Owner Owner's Name information is West H annis rt MA 02647 6-13-18 required for every y � page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Ne 101 Estimated depth to high ground water: 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: 12-6-02 Date ❑ Observed site(abutting propertylobservation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: T.H. on Design plan 12-6-02 10' no G.K. Bottom of chambers at 6-6" below grade. Bottom of chambers at 4'-6"above T.H. Depth. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sevsge Disposal System•Page 16 of 17 9 6 abed xez! did ££:ZZ 9 60Z OZ unf Commonwealth of Massachusetts Title 5 Official Inspection Form 11Subsurface Sewage Disposal System Form -Not for Voluntary Assessments cek- 219 Green Dunes Drive r e Property Address Edward Leslie Owner Owner's Name information is required for every West Hyannisport MA 02647 6-13-18 page. Cityfrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i dins.doc-rev.6116 Idle 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 L I, abed xeJ dH VEZZ 91,02 OZ unr Q V ' r (yV . No. /1� e r Fee 'THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1.lq Mn" Owner's Name,Address,and Tel.No. 641 es i e_ fir` V4-6 �`U� Qr✓ Assessor's Map/Parcel -L Installer's Name,Address,and Tel.No. F—P-tC 5 'E1v Designer's Name,Address,and Tel.No. PQ fox 7( m l"e-10„)S ft1u.5 Mw, sue,-?zlo 014 1A-CtVe_ &9ir eeY4 n Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures p Design Flow(min.required) :3200 gpd Design flow provided 1910 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank q/4► Type of S.A.S. c6ai%.L2� Description of Soil Nature of Repairs or Alterations(Answer when applicable) A Mw Cw,Sl — yq Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H e Date b� Application Approved by Date T Application Disapproved Date for the following reasons Permit No. Date Issued lZl�l �1 No. 1a Fee Ad. . f.. computer:Entered in cr: _ THE COMMONWEALTH�OF,�MASSACHUSETTS --^- : i. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1plitati' Dr Misposal'.6pgtPtTC"�onstructtDn Er1tTIt Application for a Per�.to onstruct(v Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address dtot No. 1)q Gip, Gime.S Owner's Name,Address,and Tel.No. L<L Assessor's Map/Parcel 1,4SIC Z � _ -700 IInpnstalleer's Name,Address,and Tel.No. ERtc S-ftACjJ S Designer's Name,Address,and Tel.No. S019-36 2_ySY I GO. gGX 7t mkQST `r«"'i��C► �A ivy i BEY 0415 Ih rt G h � S t►� 1.7� � Type of Building: Dwelling No.of Bedrooms Lot Size 5 sq.ft. Garbage Grinder( ) Other Type of Building / No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2- b gpd Design flow provided $ I a gpd "`F~Plan Date_ �b Number of sheets Revision Date Title Size of Septic Tank 30W qW1 Type of S.A.S. C k,?�m6er-!N _ Description of Soil Nature of Repairs or Alterations(Answer when applicable)�f QW C&I s uc. u, i' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H,alfih!'r^ ne Date 12110h y Application Approved by Date lZp ZO/�/ Application Disapproved Date for the following reasons Permit No. �&1LI y$Z Date Issued (Z[// t --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(, Repaired( ) Upgraded( ) Abandoned( )by t, i�Lb► CBt1� �nC_ ~\ at 24 re eve� sr �V�n.L'S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,$4-`87- dated '-&► Installer E:e-\L 51-f-vt ti S Designer ou..C A- Fy\a J hey.1.%q #bedrooms Approved design flo gpd The issuance of thij permi shalll not be construed as a guarantee that the system w. 1 fif cti as de". ed. Date 1�'1% �u { ) Inspector -------------------------------------------------------- ------------------------------------------------ --------------------------- No. — Z Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,MASSACHUSETTS -isposal *p$trm Construction Permit Permission is hereby granted to Construct(VI, Repair( ) Upgrade( ) Abandon( ) System located at 219 Gres k, D(jr�eS and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. �� II Provided:Construction must be completed within three years of the date of this permit ' Date j�(/�? 1 t/ Approved by . i 'I I TOWN OF BARNSTABLE ii G LOCATI02L pUUA,'% PC, SE WAGE# )--) O Z ;VILLAGE ASSESSOR'S MAP.&PARCEL 21S,00-q INSTALLER'S NAME&PHONE NO. G Q�C> 5"«►1�AD�_�� '1?G� ®--u SEPTIC TANK CAPACITY 2060 LEACHING FACILITY: (type) C6m\_, m SdOVI (size) NO. OF BEDROOMS L OWNER Leslie— PERMIT DATE: 12- ( �G' I' COMPLIANCE DATE: 920 l.S_ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY _f t, q- l Q Az 3 zZ' A3s4C 6.31. 4q dolt Rif 43 99-32) Town of Barnstable BIKE rOw�,� Regulatory Services BAMSTM$ 1 Thomas F. Geiler,Director M^M`$ Public Health Division �pr1 63 �� n.1 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date:Alf 7 Sewage Permit# Assessor's MaplParcel Designer: 0W A GL i 20e Installer: f-411C �/ I P-✓�wo U Address: ?3 CL 1 Address: & bn� •71 0 4- A.✓ u l'� f�h/� M 9'r YW'5'_d a)_'c_-, PJJLam=j ►'►ti p. On was issued a permit to install a (date) 4 /� (installer septic system at z-� 1 G e e, un c o J, based on a design drawn by � /0),,/Y / / (address)C4 Id l ` ala P� P� dated—/0 esigner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. =��SH OF MASs�cy DANIELA. o OJA.zk LA (Installer' ignature) " CIVIL Cn No.46502 �FQ S T a ASS/ONAL�aG\ (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNT1iL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of Barnstable P , l� �nVE7 Department of Regulatory Services ? Hoar arnarr x Public Health Division Dare I G o L ' � 116 9p n 200 Main Street,Hyannis MA 02601 ArE11 tMY Date Scheduled �-—�J.'1 A01 Time 1`O°A M Fee Pd. Soil Suitability ity AssesSment,f or,sewage.Disposal Performed-By:- 'Z1Cii� �\ODO `-S... Witnessed By: 4yG S)At��N12S LOC.ATIOj' &GENERAL INF'ORMATION Location Address f Q. n- /J l Owner's Name �- (, Address \ Assessor's Map%Parcel:'(Qfiu Engineer's Name V OW t ,_ .� NEW CONSTRUCTI/O'N7 .REPAIR Telephone O�` J6a It l Land Use t.{5�S t�Zt`fl.lt�- slopes M 5drface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Wel] ft Drainage Way: ft Property lane -ft Otlmr ft SKETCH.,(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands{n proximity to holes) V� , �+ LOT-&g . 6 9 �Q t 2 S 8_7 1 oq tit' rJ I�` Ty1 �2 ? N r � J N 1.70 `bo _---�� , Parent material(geologic) Ov-iw Fj7,t''t oLAt�- `'"" ' Depth to Bedroom Depth to Groundwater. Standing Water in Hole: /V N Weeping fiann Pit Face Estimated Seasonal High Groundwater - DETERAJINATION FOR SEASONAL ffiGII WATER TABLE r Method Used: "'1�1i ¢1•"z('1}1" O[p.g:.e,1 2r5ti— Depth Observed standing in obs.hole: OZA ANTJ FnN In. Depth to soil mottles: In. DepOr to weeping from side of obs.hole: „_,�,,,_•,_,_In, Ground wnter AdJuatrneat _ti. lndexWelk' Reading Date: Index We111eYet____, Adj.factor.,. „^A4J.Oruundwuw Level ,,,_, PERCOLATION TEST Date Titus_ Observation _ Hole 11 Time at 9" . Depth of Pere f - Tinne At 6" r Start Pie-soak Time Q' 1.).�_ d 0 Time V'4) . End Pr.-soak -5.,}-7 Tom` G.clJt RatcMinJluch . GZ M'N�1+J 2yCAt- W 5'.1-7 . L2 M>N/U! Site Suitability AssessmeaL, Site Passed ✓ Site Failed: Additional Testing Needed(Y/N). +" Original: Public Health Division ObservatlonHole Data To Be Ciitnpleted on Back---� ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division of least one(1)week prior to beginning. i Q:XSEPTl0PBRCF0RM.D 0C t +d � r. I)EEP.OESERVATION DOLE LOG Dole# ) Depth from Soil Horizon Soil Texture .Soil Color Soil- - Other Surface(in.) (USDA) (Munsell) . ) Mottling (Structure;Stones;Boulders. o tsistency,96 gravel) - . ZZ 359 ASL I'c -wz3)1 _54 7 i1 5'I- Io h'4) NG-r�Jc- DEEP OBSERVATION BOLE LOG Role Depth from Soil Horizon Soil Texture Soil Color Soil Other surface(tu.). '(USDA) (Mansell) - Mottling (Structure,Stones,Boulders, Consisttnny.5 r v 30-33 i4 SL_ o 3/1 '3-50 E 13 9,F SL— )o�-IztJ b 50- 65 c-► 60^( 5jwa 2 5 y 5 GS=�2o Cc2 FAN N�WC— DEEP OBSERVATION'HOLE LOG Dole# Depth from SollHorizon Soil Texture Soil Color Soil Other Surface(in.) _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co-kt-cv. Gravel) Flood Insurance Rate Map: f Above 500 year Hood boundary No— Yes_J�„ Within 500 year boundary No /Yes Within 100year flood boundary No. (G Yes Death 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? e If not.what.is the depth of naturally occurring pe.lous material?�L�.- Certification I certify that on NOV R 5 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by md0consistent with the requir training,expertise antd�experience described in�10 CMR 15.017. -'My r-iam Signature " Date Q.\gP—'TICTF-RCFORM.DOC Crocker, Sharon From: Wadlington, Ellen Sent: Thursday, November 16, 2006 10:26 AM To: Heath DeptMailbox Subject: FW: ltr. re. 219 Green Dunes Drive r Please note this has been approved per this e-mail. Ellen Wadlington -----Original Message----- From: McKean, Thomas Sent: Thursday, November 16, 2006 10:18 AM To: Wadlington, Ellen Subject: Re: ltr. re. 219 Green Dunes Drive Yes it was approved. So the permit may be issued. -----Original Message----- From: Wadlington, Ellen <Ellen.Wadlington@town.barnstable.ma.us> To: McKean, Thomas <Thomas.McKean@town.barnstable.ma.us> Sent: Thu Nov 16 09:55:34 2006 Subject: ltr. re. 219 Green Dunes Drive This is approval for a six bedroom or more at the Nov. 7 meeting. The construction manager has driven here five times to get this project signed off. This was a Down Cape Engineering. Project for six or more bedrooms and this one had the two systems. It was approved Dr. Miller was confused about the two systems on one lot. Ellen Wadlington 1 �9 Town of Barnstable ' U Board of Health �fs,��t�E�it9A��•� _. 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. January 11 , 2007 Mr. Daniel Ojala Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouthport, MA 02675 RE Srx Bedrooms Twos Septic Systems2�19G:reenx DunesDne; 1Nest �Hyannispbort Dear Mr. Ojala, You are granted permission to construct two septic systems (for two buildings) designed for a total of six (6) bedrooms at 219 Green Dunes Drive , West Hyannisport. The septic system shall' be constructed in accordance with the revised plans dated September 26, 2006. Sing-erely you , i 7 ay' e Miller, M.D. Chaman Q:OjalaLeslieGreen Dunes0edrooms07 '__ems �FTHE Tp� DATE: �O REC.BY 7C 9BARNSTABLF. Town of Barnstable 1639, ♦0 SCHED. DATE: Board of Health No i( I�020�� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. i Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: l /✓ -7 Assessor's Map and Parcel Number: ?i G Size of Lot: 3 •/ /f S Wetlands Within 300 Ft. Yes ' Business Name: No Subdivision Name: APPLICANT'S NAME: ,�/ 1AJal//Uf- Phone Did the owner of the property authorize y u to represent him or her? No PROPERTY OWNER'S NAME CONTACT PER N Name: FO(Al�2 /I�` t- SLt Name: Address: SE, Address: Phone: Phone: r Checklist Please submit copies in 4 separate completed sets. Four(4)copies of this application form F ur(4)copies of engineered plan submitted(e.g.septic system plans) V Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) Q:\Application Forms\SiXBedroomForm.doc r t i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. September 26, 2006 Daniel A.0jala,P.L.S. Timothy H.Covell, P.L.S. land court surveys Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 Re: 219 Green Dunes Drive West Hyannisport sewage system designs Dear Board Members: On behalf of our client, we hereby request permission to install the septic systems at inspections the above-referenced address to accommodate 6 bedrooms. The lot lies within an Aquifer Protection District, is approximately 3.12 acres and is served by town water. permits The base of the system is greater than 10' above the groundwater elevation. No variances are requested. The design and building floor plans are attached for your review. Thank you for your consideration. Very truly yours, � G Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: E. Leslie -- + 1 1 •- t ., Page 3 of 3 (qbv APPROVED B. Peter Sullivan, P.E. representing George Edmunds- 165 Seapuit River Road, Osterville, AP District, lot size 1.04 acres. � APPROVED C. David Sanicki representing Arthur Gelb- 16 Cove Point Lane, Cotuit, AP District, lot size 1.9 acres. APPROVED D. Arne Ojala, P.E. representing Hermes Santarosa - 27 George Street, Hyannis, AP District, 0.27 acre. APPROVAL E. Craig Short P.E. -Tradewinds, 780 Craigville Beach Road, PENDING Centerville, proposed elimination of 40 bedroom motel with a food service establishment, construction of a condominium complex consisting of 42 bedrooms. • The design must include an approved innovative/alternative nitrogen reduction system. VII. Subdivisions: APPROVED A. H. Earl Lantery, Jr. P.E. - Subdivision #801, Shearwater Way and Whitehall Way, Hyannis, requests. revisions,to,the Board of Health approval letter to allow onsite sewage disposal systems, town:sewer is not available. • No more than three bedrooms can be constructed-on each lot. APPROVED B. Arne Ojala, P.E. representing ;lane Ryer- Subdivision #802, Hamstead Lane Cummaquid, Seven lots on 8.41 a:cres,:some revisions submitted. • No more than three bedrooms cambe constructed:on;each lot. VIII. Request for Extension: GRANTED- Patrick-Butler.representing Edward:Les4le-219.E n Dunes Avenue, West Hyannisport: — - • One.year.extension granted IX. Request for a Motel License: DENIED Rosalind Gruber- Rainbow Resort Motel- 1471 Route 132 Hyannis • RATIONALE: The septic system has "failed" and is in need of replacement. X. Correspondence: READ A. Letter from Claudiney DeOliveira, Rainbow Resort (a/k/a Lakeside Inn and Suites), 1471 Route 132, Hyannis rbq,,l Nutter FACSIMILE TRANSMITTAL SHEET Today's Date: September 29, 2004 Time: 11:17 AM Employee ID: # of Pages: 4 From: Patrick M. Butler Direct Dial: 508-790-5407 Fax No: 508-771-8079 RECIPIENT COMPANY FAX NO. PHONE NO. Thomas Mclean, Health Agent Barnstable Board of Health 508-790-6304 COMMENTS: STATEMENT OF CONFIDENTIALITY The documents included with this facsimile transmittal sheet contain information from the law firm of Nutter McClennen 8t fish LLP which is confidential and/or privileged. The information is intended to be for the use of the addressee named on this transmittal sheet. If you are not the addressee.note that any disclosure. photocopying, distribution or use of the contents of this faxed information is prohibited. If you have received this facsimile in error,please notify us by telephone (collect)immediately so that we can arrange for the retrieval of the original documents at no cost to you. IF THERE IS A PROBLEM WITH THIS TRANSMISSION, OR IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL 508-790-5400, AS SOON AS POSSIBLE FOR NUTTER McCLENNEN &FISH LLP USE ONLY Client-Matter No. 102238-1 Nutter McClennen&Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O.Box 1630 ■ Hyannis,MA 02601-1630 r 508.790-5400 ■ Fax:508-771-8079 . www.nutter.com r Nutter Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler®nutter.com September 29, 2004 #102238-1 Via Telecopy & Hand Thomas A. McKean, R.S., CHO Agent Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: Edward and Bonita Leslie 219 Green Dunes Avenue, West Hyannlsport Dear Tom: Please be advised that I represent Mr. and Mrs. Edward Leslie with regard to their property at 219 Green Dunes Avenue, West Hyannitsport, MA 02672. Mr. and Mrs. Leslie, who purchased the property approximately 4 years ago, have, for the past two years, been in the process of developing construction plans to essentially replace the existing structure located on the property. In conjunction with that process, the property owners have, in fact, designed a replacement septic system which is contemplated for installation in conjunction with the rebuild project. This office will be representing the Leslies in the permitting process, including, if necessary, obtaining a special permit from the Zoning Board of Appeals under Massachusetts General Laws c. 40A §6. 1 would like to schedule a time to meet with you to review the proposed septic system plans and to discuss the timing for permitting approval. Unfortunately, Mr. Leslie has undergone a series of very serious medical operations and is currently at his residence in New York recuperating from the second set of operations. Accordingly, he has not been available to me since July to discuss these matters. To the extent that a request for additional time is required to be received from the Board of Health, kindly consider this correspondence a petition for a hearing to discuss the status of noncompliance and the property owners' intent to install a replacement system. Please give me a call upon your receipt of this correspondence. Nutter McClennen & Fish ALP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 P 508-790-5400 ■ Fax:508-771-8079 ■ www.nutter.com r � Thomas A. McKean, R.S., CHO Agent September 29, 2004 Page 2 f Thank you for your courtesy in this regard. Verl s, lPa . ut e PMB:cam cc: Mr. and Mrs. Edward Leslie 1365747.1 r - Town of Barnstable Regulatory Services a $ Thomas F.Geller,Director RECEIVE HAW i 1 1IL639. Public Health Division SEP 2 71004 Thomas McKean,Director i ' 200 Main Street,Hyannis,MA 02601 P.M.B. Office: S08-862-4644 Fax- 508-790-6304 Edward&Bonita Leslie Date: September 21,2004 226 Main Street Centerville,Ma. NON-COMPLIANCE WITH STATE E1 WIZONMENTAL CODE TITLE V. Several, months have passed by since you have been ordered to repair your "failed"septic system located at 219 Green Dunes Drive, Centerville Ma. 02632 You are reminded that you are ordered to hire a professional engineer to design a replacement septic system and to hire a licensed septic installer to replace the system on or before November 1,2004. You may request a hearing before the Board of Health if petition requesting same is received within ten days. Non-compliance may result in a non-criminal ticket citation of 100 dollars. Each day's failure to comply with an.order of the Health Agent shall constitute as a separate violation. PER ER BOARD OF HEALTH Tho A.McKean,R.S., Agent of the Board of Health CC: Board of Health i I :j Town of Barnstable 67 . Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. November 29, 2004 Mr. Patrick Butler, Esquire Nutter, McClennen, and Fish Attorneys at Law l� 1513 Iyannough Road, P.O. Box 1630 Hyannis,MA 02601 Dear Mr. Butler, You are granted a one year extension on behalf of your client,Edward Leslie,to replace a failed onsite sewage disposal system component(s) located at 219 Green Dunes Drive, West Hyannisport. This extension is granted until December 1, 2005. This extension is granted because there are plans to replace the existing residential structure and to design a replacement septic system. However,the owner has not been available to move forward at this time; he has recently undergone a series of very serious medical operations and is currently recuperating at his residence in New York. Additional time is required as the property owners do intend to install a replacement system at the time of reconstruction. Since 1 your , e Ailler,M.D., Chairman Board f Health I_ 11hJ Nutter Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMORANDUM November 29, 2004 102238-1 BY HAND TO: _Tom McKean FROM: Patrick M. Butler RE: Edward and Bonita Leslie 219 Green Dunes Avenue, W. Hyannisport, MA In accordance with the Vote of the Board of Health on Tuesday, November 16, 2004, I have reviewed our file materials relating to the above property. Based upon that review, it is my understanding that the background of requirement for septic system upgrade is a technical failure based upon the inspection of the system at the time of the original closing. I have, therefore, confirmed with the property owner that there has been no actual failure of the systeni'nor any problem relating thereto. Accordingly, I submitting this memorandum to be included in the Board of Health file so that there will not be any limitation on occupancy. Please contact me if you have any questions regarding the foregoing. Thank you for your assistance. . cc: Mr. and Mrs. Leslie - 1382422.1 , .. , O li. t Y t i-./' 0i. j, ti ro Nutter McClenrien &-Fish LLP m Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis,.MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 _■ www.nutter.com f Daley, Jim From: McKean, Thomas Sent: Monday, September 27, 2004 4:34 PM To: Daley, Jim Subject: FW: Non-Compliance Title V Letter F.Y.I. -----Original Message----- From: Agostinelli, Joan Sent: Monday, September 27, 2004 3 :03 PM To: McKean, Thomas Subject: Non-Compliance Title V Letter Tom: Mr. Ed Leslie who is the owner of: 219 Green Dunes Centerville called to ask for an extension to bring his septic into compliance. He said he has been ill. Also, he indicated they were planning on obtaining a building permit to do some work. Bottom line - he wants an extension. I told him to send you a letter with all the details. JA 1 5� OFTHE r Town of Barnstable y Regulatory Services BARNSTASLE, * Thomas F. Geiler,Director 9 MASS. g 1639. Public Health Division rED MA'S A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Edward&Bonita Leslie Date: September 21, 2004 226 Main Street Centerville,Ma. NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. Several months have passed by since you have been ordered to repair your "failed" septic system located at 219 Green Dunes Drive, Centerville Ma. 02632 You are reminded that you are ordered to hire a professional engineer to design a replacement septic system and to hire a licensed septic installer to replace the system on or before November 1, 2004. You may request a hearing before the Board of Health if petition requesting same is received within ten days. Non-compliance may result in a non-criminal ticket citation of 100 dollars. Each day's failure to comply with an order of the Health Agent shall constitute as a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean,R.S., C.H.O. Agent of the Board of Health CC: Board of Health J:no_engineerylm Postal m CERTIFIED MAIL RECEIPT --0 (PRmestic Mail Only;No Insurance Covera e Provided) rti OFFICIALC07 J3 y�to rvt,4 n Postage $ Do 0 Certified Fee ✓ �C3 Return Receipt Fee ru (Endorsement Required) t O Restricted Delivery Fee t3 (Endorsement Required) o "CZ Ps `-9 Total Postage&Fees $ `-a "1 fL Sent To " C3 ____________________ Edward & Bonita Leslie f- Street,Apt.No.; ' E or Po Box No. 226 Main Street Ciry Stare,ZiP+4 Centerville,Ma 02632 PS Forin :00 April 2002 Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece i o A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail:. o Certified Mail is not available for any class of international mail. n o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811 article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for, a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti, cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. - IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,April 2002(Reverse) 102595-02-M-1133 COMPLETE •N 1 COMqLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete -;A*qSignae item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. g,Re i ed by rinted Name) C. o Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1 1. Article Addressed to: D. I delivery address different from item 1? es If YES,enter delivery address below: ❑No I I Edward & Bonita Leslie i 226 Main Street I i Centerville,Ma 02632 3. Service Type ❑Certified Mail ❑Express Mail i ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(FKdra Fee) ❑Yes 2. Article Number (Fransfer from service labeo 7002 1000 0004 6683 2 2 6 3 Ps Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 0 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid `o Permi USPSt No.G-10 I I 1 • Sender: Please print your name, address, and ZIP+4 in this box • j tl I I Public Health Division r I Town Of Barnstable i 200 Main Street Hyannis,Massachusetts 62601 I I I I I I I I f - �t1 � 6 �oF�"E rayo . Town of Barnstable Regulatory Services BARNSTABLE, * Thomas F. Geiler,Director MASS. 9.. e,•� Public Health Division -rFp Mp`� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Edward&Bonita Leslie Date: 4/29/04 226 Main Street Centerville,Ma. 02601 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 219 Green Dunes., Centerville was inspected on, 12/22/99 by James M.Ford, a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Backup of sewage into facility or system due to an overloaded or clogged SAS or cesspool. Our records show that the system has been in.a failed state for more than two years. You are ordered to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office (Regulatory Services,200 Main Street,Hyannis),within (90) days receipt of this letter. The plan.will bring the septic system into compliance with 310 CMR 15.00,The State Environmental Code, Title V. You are also ordered to upgrade or replace the septic system within six months (180) days of your receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board 4mas f Hlth. R F HE BOARD OF HEALTH A. Mc ean, R.S., C.H.O. Agent of the Board of Health CC: Board of Health Pflailed_septic_etters l_ Septic Inspection Information 12/22/19 2 45 1024 > tre 219 » >> Green Dunes Drive ` [ta Centerville > € James M. Ford >`<< F ........................ €€ sEer € Backup of sewage into facility or system component due to an ........................ overloaded or clogged SAS or cesspool. ::}i::i::i �liCWW�{:J�74S/.F;;: ::itF��•F•{ FQif ; t• Edward E. Leslie ; _ - 226 Main Str' 'A OCT -8 P� !?._0" Centerville;`Ma.'02632 { October 6, 2004 Dear Mr. McKean, For the past year I have been sick and recovering from two serious back surgeries. My doctors are located in New York city and therefore I have been living at our condo in the city during this time. I was instructed by you to write this letter and was told that I could receive a year extension on correcting my"failed"'septic system at.219 Green Dunes Drive. Thank you for your consideration}and I look forward to hearing back from you in regards to this matter. Sincer lie rIJ Nutter —114patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com September 29, 2004 2 #102238-1 ed WO Via Telecopy & Hand / Thomas A. McKean, R.S., CHO Agent Town of Barnstable Board of Healthr� � 200 Main Street a� Hyannis, MA 02601 S t 3 cri Re: Edward and Bonita Leslie 219 Green Dunes Avenue West H annis ort Dear Tom: Please be advised that I represent Mr. and Mrs. Edward Leslie with regard to their property at 219 Green Dunes Avenue, West Hyannisport, MA 02672. Mr. and Mrs. Leslie, who purchased the property approximately 4 years ago,`have, for the past two years, been in the process of developing construction plans to essentially replace the existing structure located on the property. In conjunction with that process, the property owners have, in fact, designed a replacement septic system which is contemplated for installation in conjunction with the rebuild project. This office will be representing the Leslies in the permitting process, including, if necessary, obtaining a special permit from the Zoning Board of Appeals under Massachusetts General Laws c. 40A §6. I would like to schedule a time to meet with you to review the proposed septic system plans and to discuss the timing for permitting approval. Unfortunately, Mr. Leslie has undergone a series of very serious medical operations and is currently at his residence in New York recuperating from the second set of operations. Accordingly,he has not been available to me since July to discuss these matters. To the extent that a request for additional time is required to be received from the Board of Health, kindly consider this correspondence a petition for a hearing to discuss the status of noncompliance and the property owners' intent to install a replacement system. Please give me a call upon your receipt of this correspondence. Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax:508-771-8079 ■ www.nutter.com f Thomas A. McKean, R.S., CHO Agent September 29, 2004 Page 2 Thank you for your courtesy in this regard. Ve t s; Pat ick M. utle PMB:cam cc: Mr. and Mrs. Edward Leslie 1365747.1 �_6 F ` ?t X0 2y c� Town of Barnstable Regulatory Services r I Thomas F. G@filer,Director RECEIVED s639. A� Public Health Division SEP 2 7 2004 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 P.M.B. offiec: 508-862-4644 Fax: 508-790-6304 Edward&Bonita Leslie Date: September 21, 2004 226 Main Street Centerville, Ma. NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. Several. months have passed by since you have been. ordered to repair. your "failed" septic system located at 219 Green Dunes Drive, Centerville Ma. 02632 You are reminded that you are ordered to hire a professional engineer to design a replacement septic;system and to,hire a licensed septic installer to replace the system on or before November 1, 2004. You m.ay request a hearing before the Board of Health if petition requesting same is received suit in a non-criminal ticket citation of 100 dollars. Each day's within ten days. Non-compliance may re failure to comply with.an,order of the Health Agent shall constitute as a separate violation. PER RDBR BOARD OF HEALTH Thom A. McKean.,R.S., Agent of the Board of Health CC: Board of Health �pp I as t I t a , !:t%rng°acr :LM tNutter Patrick M.Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com MEMOR�DUM C November 1 a004 #102238-1- TO: Tom McKeon CD -� - FROM: Patrick M. Butler N) o r- W rn RE: Edward and Bonita Leslie 219 Green Dunes Avenue, West Hyannisport, MA Tom, I am transmitting a full set of plans dated November 21, 2002 which were prepared in conjunction with plans to raze and rebuild the Leslie property. In 2002, Mr. and Mrs. Leslie retained this firm to represent them with regard to necessary permitting associated with that project. At the time, we also represented the Leslies in negotiating an architectural contract which was entered into that year. Unfortunately, in early 2003, both Mr. and Mrs. Leslie suffered major medical setbacks. Initially, Mrs. Leslie was hospitalized for a period of time and this was followed by the need for Mr. Leslie to have a very serious operation on his cervical spine. That operation was followed by the need for a second operation in the past six months. These operations were conducted in New York City. Mr. and Mrs. Leslie spent essentially the entire summer of 2004 away from Cape Cod dealing with these medical issues. As a result, the enclosed plans have not been implemented to date. I was informed by Mr. Leslie last week that he may be in need of a third operation which will delay implementation even further. Accordingly, I would request that the Board of Health grant a twelve month extension to allow the Leslies to either pursue the demolition and reconstruction (with the concomitant implementation of the new septic system as shown on these plans) or, in the alternative, to submit a proposal for upgrading the existing system. This is to confirm that this matter is scheduled for discussion by the Board at its meeting on November 16, 2004 at 7:00 p.m. Please advise if you would like to meet with me or the engineer to discuss the enclosed Nutter McClennen &Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis,MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com Tomi McKeon 'November 1, 2004 Page 2 aj plans prior to that date. Thank you in advance. PMB:cam cc: Mr. and Mrs. Edward Leslie Dan Ojala, Down Cape Engineering 1375074.1 Town of Barnstable Assessors Division Page 1 of 3 THE �. . Your Location : Home : Town Departments Administrative Services : Assessors Division . Property Results <<Back-Forward>> Thursday, May 30,2002 Assessors Division- Property Results Data is based on Fiscal Year 2002 Assessor's Fiscal Year 2002 Assessed Values database and is provided for information Tax Information purposes only. Sales History Land and Building Description Construction Details «Search Amain Out Buildings & Extra Features Building Sketch 219 GREEN DUNES DRIVE Map/Parcel/Parcel Extension: Mailing Address: 245/024/ LESLIE, EDWARD & BONITA Owner of Record: LESLIE, EDWARD & BONITA 226 MAIN ST Property Location: CENTERVILLE, MA 02632 219 GREEN DUNES DRIVE Parcel ID:245024 a, Mai, Fiscal Year 2002 Assessed Values ^Top Appraised Value Assessed Value Building Value: $353,800 $353,800 Extra Features: $6,800 $6,800 Outbuildings: $6,200 $6,200 Land Value: $2,728,100 $2,728,100 Totals: $ 3,094,900 $ 3,094,900 Tax Information ^Top Town Tax $28,658.77 Tax Rates (per$1,000 of valuation) C.O.M.M. FD Tax $4,270.96 Town 9.26 Fire District Rates Land Bank Tax $859.76 Barnstable 2.61 C.O.M.M 1.38 Cotuit 1.69 Total: $33,789.49 Hyannis 2.54 W. Barn. 1.54 http://www.town.bamstable.ma.us/ComeOnhi/Department.../resultsk02.asp?MAPPAR=24502 5/30/02 Town of Barnstable Assessors Division Page 2 of 3 -Total does not include special assessments-- I utner rates Land Bank 3% of Town Tax Due to rounding differences these values are approximate. Sales History ^Tog Owner: Sale Date: Book/Page: Sale Price: DRUMMEY, CHARLES E TR 3/15/1993 C129580 $ 1 PINNEY, HARRIET K& 12/15/1992 C128890 $0 PINNEY, HARRIET K C493870 $0 LESLIE, EDWARD & BONITA 3/17/2000 C156945 $3,750,000 Land and Building Description ^Top Land Building Lot Size(Acres): 3.25 Year Built: 1880 Appraised Value:$2,728,100 Living Area: 5395 Assessed Value: $2,728,100 Replacement Cost: $ 544,370 Depreciation: 25 Building Value: $ 353,800 Construction Details ^Top Style: Conventional Interior Walls: Plastered Model: Residential Interior Floors: CarpetHardwood Grade: Luxury Grade Heat Fuel: Oil Stories: 2 Stories Heat Type: Hot Air Exterior Walls Wood Shingle AC Type: None Roof Structure: Gable/Hip Bedrooms: 8 Bedrooms Roof Cover: Asph/F GIs/Cmp Bathrooms: 5 1/2 Bathrms Total Rooms: 14 Rooms Outbuildings & Extra Features ^Top Code Description Units/SQ FT Appraised Value Assessed Value FPL2 Fireplace 3 $6,800 $6,800 FGR1 Garage-Poor 860 $6,200 $6,200 Building Sketch ^Top .TQ FOP ' �' Yy yy �,` pq 'yjg'y C @ 5 r r http://www.town.bamstable.ma.us/ComeOnhi/Department.../resu1tsk02.asp?N1APPAR=24502 5/30/02 Town of Barnstable Assessors Division Page 3 of 3 WL'W Map Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area (Unfinished) BMT Basement Area (Unfinished) FTS Third Story Living Area (Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area (Unfinished) FAT Attic Area (Finished) GAR Garage UTQ Three Quarters Story(Uni FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfi FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) + Back-Forward Home Departments I Town Information I Contact Town Hall Website Developed and Maintained internally by the Town of Barnstable Information Systems Department Town Hall-367 Main Street- Hyannis,MA-02601-508-862-4000 DISCLAIMER: Although we strive to provide accurate information,we are only human. Please consult directly with the appropriate department if there is a question of accuracy. Copyright 2001©Town of Barnstable. All Rights Reserved. http://www.town.bamstable.ma.us/ComeOnln/Department.../resultsk02.asp?MAPPAR=24502 5/30/02 I Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection One Winter Street, Boston MA 02108 (61 n 292-5500 TRUDY CORE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address:, 219 Green Dunes Drive Name of Owner: Charles Drurnmey, Trustee Address of Owner: C/O MCRP City Place 1 185 Asylum Street Date of Inspection: December 1, 1999 Hartford, 'CT 06103 Name of Inspector: (Please Print) James M. Ford I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: James M. Ford Mailing Address: P.O. Box 49, Ostenille, MA 02655-0049 FABLED INSPECTION Map: 245 Telephone Number: _(508)862-9400 Parcel. 024 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes 4 Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority ✓ ails Inspector's Signature: �6s Date: December 3, 1999 The System Inspector shall sub copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. NOTES AND COMMENTS , " 1 0 ,j �99 - os� 9 i revised '9/2/98 Page 1of11 S�k Printed on Recycled Paper s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 219 Green Dunes Drive, West liyannisport, MA s Z Owner: Charles Drummey, Trustee Date of Inspection: December 1, 1999 , INSPECTION SUMMARY: Check A, B, C, or D. A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. 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. Indicate yes, no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not. The septic tank is metal;unless the owner or operator,has provided the system inspector with a copy of a Certificate of v-�-t.d - �� a-.�=r- � t: I Compliance(attached)mdieating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health.. !z Sewage backup or,breakout or,high static water level:observed in the distribution box is due4o broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system willgpass`iinspection-if(with approval of the Board of 'Health) broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 219 Green Dunes Drive, West :sa P y Hyannisport,'MA Owner: Charles Drummey, Trustee U, Date of Inspection: December 1, 1999 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: .. ... .. �.-. .r .. ... ... �Y. .fir,. Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b) THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 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 AND SAFETY AND THE ENVIRONMENT: r.;•The system has a septic tank and soil absorption system(SASS and the SAS-is within 100 feet to a:surface water supply or tributary to a surface water-supp'ly. {, The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the,SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic,compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM'.INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport, MA .•, :r,_ ,, : r. Owner: Charles Drummey, Trustee Date of Inspection: December 1, 1999 D. SYSTEM FAILS: You must indicate either"Yes"or"No" as to each of the following: ✓ I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this , determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No ✓ — Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. ✓ Static liquid level in thedistribution.box above outlet invert due to an overloaded.or,clogged SAS or cesspool.t ✓ — Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 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 Soil Absorption System,cesspool or privy is below the high groundwater elevation. ✓ Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or-privy is within a Zone 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. If the well has been analyzed to bd4cceptable,attach copy of well water analysis for coliform bacteria, volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION. FORM PART B CHECKLIST Property Address: 219 Green Dunes Drive, West Hyannisport, MA. Owner: Charles Drunvney, Trustee Date of Inspection: December 1, 1999 Check if the following have-been done:';You must indicate either"Yes" or"No"as to each of the following: = =' Yes No + ✓ _ _Pumping information was provided by the owner,occupant, or Board of Health. * ✓ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. *House was vacant n/a As built plans have been obtained and examined. Note if they:are not available with N/A.. «, ✓ _ The facility or dwelling was inspected for signs of sewage back-up. ✓ _ The system does not receive non-sanitary or industrial waste flow. ✓ _ The site was inspected for signs of breakout. ✓ _ All system components,excluding the Soil Absorption System, have been located on the site. ✓ _ The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for conditions of baffles or tees, material of construction,dimensions;>depth-of liquid,depth,of sludge,.depth,of scum: C The size and location of the Soil Absorption System on the site has been determined based on: ✓ Existing information. For example, Plan at B.O.H. j. RL. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)(b)] ✓ _ The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Page5ofll SUBSURFACE"SEWAGE DISPOSAL SYSTEM ;INSPECTION FORM PART C SYSTEM INFORMATION.,s Property Address: 219 Green Dunes Drive, West Hyannisport,•MA T Owner: Charles Drummey, Trustee y u , :, •,,;•;,,; Date of Inspection: December 1, 1999 t c ;. : ,„'. .•. FLOW CONDITIONS RESIDENTIAL: Design flow: n/a g.p.d./bedroom. Number of bedrooms(design): n/a Number of bedrooms(actual): 8 Total DESIGN flow n/a Number of current residents: 0 Garbage grinder(yes or no): Yes Laundry(separate system)(yes or no): No ; If yes, separate inspection required Laundry system inspected(yes or no): Yes Seasonal use(yes or no): Yes Water meter readings, if available(last two year's usage(gpd): 1998-92,000 gals.: 1997-512,000 gals. Sump Pump(yes or no): No t Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: and(Based on 15.203) Basis of design flow 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: OTHER: (Describe) Last date of occupancy: .GENERAL. INFORMATION!,. PUMPING RECORDS and source of information: None on file- per Treatment Plant. System pumped as part of inspection(yes or no): No If yes,volume pumped: gallons 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) I/A Technology etc. Attach copy of up to date operation and maintenance contract, Tight Tank Copy of DEP Approval Other _ APPROXIMATE AGE of all components,date installed(if known)and source of information:_Unknown (home built in 1880) Sewage odors detected when arriving at the site: (yes or no) No revised 9/2/98 °Page 6of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport, MA - • =+ - t . t ., Owner: Charles Drummey, Trustee : `. .* ..•,f :r Date of Inspection: December 1, 1999 BUILDING SEWER: _ t: _ (Locate on site plan) Depth below grade: Material of construction: _cast iron _40 PVC _other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting,evidence of leakage,etc.) SEPTIC TANK: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 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: How dimensions were determined__ Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) GREASE TRAP: None (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: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page7ofll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport,.MA ; Owner: Charles Drummey, Trustee Date of Inspection: December 1, 1999 TIGHT OR HOLDING TANK:, 'None (Tank must be pumped prior to,or 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: .. f Alarm level: Alarm in working order: Yes_ No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX: None = - '•' (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) PUMP CHAMBER: None (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.) revised 9/2/98 Page8411 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport, MA. Owner: Charles Drunvney, Trustee Date of Inspection: December 1, 1999 SOIL ABSORPTION SYSTEM (SAS): ✓ (locate on site plan, if possible; excavation not required, location may be approximated by.non-intrusive:methods)` ^• :' >'i.s i If not located,explain: Type: leaching pits,number: leaching chambers, number: leaching galleries, number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool, number: I t Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.) The overflow cesspool was 6'wide x 4' tall. The bottom of the cesspool to grade was 8'. The scum level was I'above inlet pipe and has been backing up into the main cesspool. The cesspool was made of stone. CESSPOOLS: ✓ (locate on site plan) Number and configuration: I with overflow Depth-top of liquid to inlet invert: 2" _ , r• _. ; Depth of solids layer: 6" J �� Depth of scum layer: S" Dimensions of cesspool: 6'W x 5'T Materials of construction: Stone Indication of groundwater: inflow(cesspool must be pumped as part of inspection). Comments: (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) The liquid level was even with the outlet pipe and shows signs of being above the inlet pipe The bottom of the cesspool to grade was 76" PRIVY: None (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.) revised 9/2/98 Page9.ofi1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport,-MA Owner: Charles Drummey, Trustee Date of Inspection: December 1, 1999 i Map: 245 Parcel: 024 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) A — Al - 30 ,( P 5y Aa- sq a ga - Li qq' revised 9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 219 Green Dunes Drive, West Hyannisport, AM Owner: Charles Drummey, Trustee Date of Inspection: December 1, 1999 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property,observation hole, basement sump etc.) Determined from local conditions ✓ Checked with local Board of Health ` Checked FEMA Maps Checked pumping records Check local excavators, installers ✓ Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Using the Barnstable topographic and water contours maps, the maps are showing approximately 20' +/-to groundwater at this`site. This report has been prepared and the system inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. revised 9/2/98 Page 11of11 _ J .r-a}• e•-z}• a LESLIE RESIDENCE d d- 219 GREEN DUNES DRIVE WEST.HYANNISPORT, MA • Y I b�•i , GENERAL NOTES: bd I / 5 I ` ------ , the drawing and all of the Id Is _ e n ed thereon deer na o an°arr 4 P 1 a / — thereby person or rend ronai '� ,�: thereby are owned by and remain i J � � � nicholoeH the r eIn of o part z'o shallots ut no pant person A; j^\ A�-y f•` %,t] d' / y'i �\ shall be tlRxetl DY Y p Rrm CD RED P02C \ ept with for any p,rpwritten pe: \ Y1•..,- Ioiathe firm dorem nmhol°mf / ' \ / ePt with specific written permiselon architect,Inc. r°• I I B r w-n} L-w /®R any error°are rep—le,an _ C 9J, ° n -,t• ,•_g• _ - P� _\ detaus or,to she brought to th 9t1S B.BZ' \ , / ea attention of the architect before ' the work hea commenced. d• ``\/ 1 \` J� dimensions a-to be uue and no d-aw,gs a,a tobe s,,ad. .1r °•: ,.. \ - I I // - 'g' o d' tab _i QP +°o• o•�o• i d. faro \ 11 / t L. t• aP 5' ,n \\ O ,I nz h °`e.�Y /\`O, t 5' f DINING w I ,w\ i \ \S� {: dP � \ O i _r b ,°}' 8-1D} __ __ a-,o}• s.-r \ � VI b \ 'tee• / / STAIR \ _ ___ ___ °`Y\ !•ap `' d /J2' `J• i \ By- Y`� r ---- _ __ _-_�__ � _ vim• ° / b1 --COVE ED ENTRY \ Je,Ay / i w•-P B'-o•J s•-POm. s r S' \ O ,�' \d.• .,d DOREVE NICHOLAEFF GaoNORy a'0 /,(JGON \\-�l/'{'C.° t a}• P•-,2- ]'-b• Y_o' 1 Y p• Y-b• �•_��• _ tlL rah sw+.wz» }'+fit °� / ° I i e• i;�' ,d - d PROJECT NUMBER: 2195 / / •r CO b DRAWN BY: JAD/AH i / qcf SCALE: 1/4" = 1'-0- DATE: SEPTEMBER 18. 2006 / z REDUCED: 6-17-03 AT >e ��0 b� \�/•/ FIIR T FLOOR PLAN �Y• 'tee• 11 ,� \`� \ 5.202 SQUARE FEET A I . HARD MIRMUTTE PHOTOELECTRIC SMOKE gEiECTOR A O HWtHARD BATTERY BACKUP HARD BAt1TERY FIXED DKUPMPERAIURE HEAT Db CMR IMNa K •P - FIRST FLOOR PLAN SCALE 1/1=r_o- 1 FIRE PROTECTION 12 I r w LESLIE RESIDENCE 249 GREEN DUNES WEST HYANHISPORT,T, MA MA dO \ ✓ / . GENERAL NOTES: i 1 ' 0 , i M BoP n. lop - - / be- ......... ` \ .. . . .°..Bb �°a \ �t`d9 fs�t, II '!,• >® ® 'fie— _ _- �k\ i/� _ .�+0°J �� \ ham \ Alf I MmIARoo�d c�se / :::t� u tip` ® °b ao] e'g .K AL OC NY _ %i n��Q 9�n lJ� 7/ ��o ® \\ / / ' \\ \ 0 BELL 1V T ♦ � / \♦\ ♦, ` ra Y / O I , � / J DOREVE NICHOLAEFF / / $ �'r— T j i •... o..»o \\\ ,t�` AxCln'Ircr wC. ae \� / I / p , dr PROJECT NUMBER:2195 / DRAWN BY:JAD/AH /i SCALE:1/4'•1'-0' / / DATE:SEPTEMBER 48.2006 / mcrrra \ REDUCED:6-17-09 Z \ \ / 4 w M 61/r I Gev� PBER6L�.- 8 D NSLA TIOM \`♦\ ormv \l / �y / L LOCATE DOOR)Y�@/T9M MOM ADJACENT WALLS s VIMM BGMB ARE NOTED FROM ROW.14 FACE OP \ TITL€ d SECOND FLOOR PLAN O �N siw RTFr.�L uMLess MorED oT�rtw�se> A TOMBR WALLS ARE B TTMWD.Rs0I1CMS 4 DEMOTEA REMOTE OPERATED ELECTRIC ROOM \ Z450 SQUARE FEET 5Y n TKJtl086 AA TIDY RIBS DM@L91WIB AT DARKSKM6 BCR SHADES.PROVOE POLSR A8 TAB LBVBL MPLY TO TOWBR WALLS—0M REQURED.allADFS BY OWNER ® / HGmO'N AGl LEVEL UP M TOP OP WALL 6, ALL PREPLACES SHOIR.D RECOVE'GL488.DOOM BEE' . PRAT PLLOI+PAM Al d0 BIlY.0010 ACOTKYI ALLOWAMO"POR DETAB.& - - ®B � 1YA4B POR AODRIOMAL D!@liLGlB AIO OETn�� . HARD-W6tED pHOTOEL2GT=SMOKE OETECTOR WITH BATTERY BACKUP HARDIR WED PIKP�TEMPERATURE HEAT DETECTOR RH W BATTERY BAGKw AM ;%� ECOND FLOOR PLAN FIRE PROTECTION 2 bo LESLIE - \ RESIDENCE e° 219 GREEN DUNES DRIVE � a WEST H ANNIS RT MA JY*_ GENERAL NOTES J < ° the tlgemien en t%designs end pl ns Ind'aced thereon or represent d b O O C ) the pry ort 1 do— Ichol eff. A• o. \ / :// - trchiteot Inc owned part thereof In o. r y \ ° °s o ♦ p caahall be with pd b flrnn y y perso r c,rp,mtlol f y p p \ - cthe ept Wth sp In Written f m . � � - .,d .. � - / ♦ r a� or the nrm do i n I rr \ /. or stlh.p I .J M1 p' ♦ thy draw ngA hoP draw ngs antl �• detols a e to be brought to the the Work he[h commenced. n E before o \ o• \ _ diroW 1 re t b a and n dings or,e to be saaletl. Tv IX Az o ' ,P.,e � RECREATION ROOM /-N.MECHANICAL CONCRETE SLAB \ —H +. m >• ♦1,P. `� i _ c3. _ to ® b' _ ---- " - ORF'S „ �♦ 1s \6 a / HALL r ots � ;. ,r. � �P♦� 5 - a'9O �x o. 'd•' 01e 7 }•�\ PSG. /_ i BOWLI ALLEY - �of ''♦' `� GEC , ACHINE a' DOREVE NICHOLAEFF •� \ ,L 5P - ``�G? / ..M1� M1S' ARCHITECT INC. 'd ♦ 1 6-11 Y_B. ..Y-� 6'-11�. _ .. �•` .aul /e I I PROJECT NUMBER: -.2195 .. .. - .. DRAWN BY: JAD/AH I L. .. SCALE:.1/47.= 1•-0- DATE: SEPTEMBER 76, 20D6 R REDUCED: 6-1 7 03 TInF \ BASEMENT PLAN 4,169 SQUARE FEET(FINISHED). I , .. - HARD-WIRED PHDTOELECTRIC SMOKE DETECTOR - TH'BATTIRY BACKUP H A_ HARD WIRED FIXED TEMPERATURE EAT DETECTOR '/RTH'BAThRY BACKUP. 04A BASEMENT FLOOR PLAN — MAIN HOUSE SCALE 1/4'=1•-0- 1 FIRE PROTECTION 12 > g II II IIIII N 4 V 4*-V I ---- -------- - ------_----- ------- lid [ -- INN I � I = m --------- pop L_ L_ I ,� ----_------ --= 1---_---- � ------------ --- �------ E r 7 S LEKIRK L4 b 16q 7-t © F l • 4LW 441-M I 0 d y 4~ .1 q' 4.-W I CQK7A6m as, �- ------- —44— �— ------ \ CUSTOM P"WF E fALL i CuaTCN PKCF7S Ulu- c__" - I I MANCISS An 'TOSAP .Fa,r.rce VATDR I 1\ i e area b \ :fo ,.� 5 \\ aT \ \\ ® 1e><ev T I n MnMosnnreu' \\ UVING RM. 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All FIEVATIONS Ao✓r o Fw SECTION 853 MAIN STREET A3.1 BU7IDINGSECTIUN DRAWN BY:DN/AH se�me N..ca OSTERVILLE,MA 02652 A4.1 DETAILS nLr w., : we REsn m11°' a Omr,.q sno,.n a, (508)771-4498 A42 DETAILS Arc ,o.mrm,w. ww R�rs �e�(a cw:eRee SCALE:AS NOTED AeRH .°.'mK m ;e"� ml ` SITE/SURVEY STxucnmALDRANvcas °ay,i9°8,,, RH narc naa wALLT S DOWNCAPE ENGINEERING,INC. SI.O F0I)Nl)ATI(WPLAN DATE:SEPTEMBER 27,2018 939 MAIN STREET,ROUTE 6A Sl.l FIRST FRAMING PLAN raEr HGwR ° Ae"^° YARMOUTHPORT,MA OW75 SII S8:ONDFRAMM. nAN NichOlaeff �m "° � ay°Reno � �[ (508)362-0541 S13 ROOFFRAMLDI]AIL ® Hr rnie.. DOOR NUMBER S4.1 FOUNDSTRUCIAnONDETAILS ESA HOR xem� ® D�. 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CONTRACTOR SHALL BE RESPONSIBLE D FOR CALLING DIGSAFE (1 BB8 344 7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND •\ t• \ �� \ w�� ,-' i "'1 1 t y a,.-`J�- OVERHEAD UTILITIES PRIOR TO I COMMENCEMENT OF WORK. 'oTE:EISTIRG�:\, \ '/ .`_"• ( n I,�� FL l 0:) _w `< ,� 0) O,vaERSHIP 3.BUILDINGS ARE NOT LOCATED WITHIN /�.;;' 1 �•\ � -r.- `1�i � d;,v,°'p�\ � I A FLOOD HAZARD ZONE EX.BASN� EXISANG PAWDDRIW _____ ZONING SUMMARY •\� nT, / �,_� - � - ___; ---_ /'• ` -'� "'I I ZONING DISTRICT: RD-1 DISTRICT 6A I; �� i .. _ .. 1 \. ® ! y 1/,, 1 / _-_ _____ _- '.! c IJ MIN.LOT,SIZE.. _. 43.560 S.F. '2t_� l/p a�2s:er �Or CO� Cr 68 's'/ q \\\ s MIN. LOT FRONTAGE 20' '0 69 AC. C-\_ /f \, \•\ �- --- MIN. LOT WIDTH 125' '\ '1 •1 �, \ ' i r-o�, // N` �J.o.ss j` r •3 w MIN. FRONT SETBACK 30' N4T31'04 MIN. SIDE SETBACK 10' GRAVEL- i '710°y.61 v` BENCHMARK: \ ! MIN.REAR SETBACK 10' EXISTING B BEDR00µ' av C '(p ) '1 'I E%.CATCH BASIN ! MAX. BUILDING HEIGHT 30' Ir l 1 u, SEPTIC 51'STE�/ `, / �• \ j� , `1- 1 EL 24.3'NAVD86 SITE IS LOCATED WITHIN AQUIFER 2015 ASBUILT l' / /! R N£ I1\_r, PROTECTION OVERLAY DISTRICT HOUSE L // ��'�%J'ti'1 �' 0 1 LOCATION Y� /i {-' ` \ (, APPROX. \ 5 ' h'1 1,/i A lln \ FROM \l .' Y^ / twnlfll eLF \ ( ( I TOWN ( r,l l i�', ,^�'�v j \c, \ ♦ �[, r.�I = 1,\ `t G.I.S. J EXl977NG PA VEDr.' W IMI ` PATIO DRIVE j <�OGT MAP 245 '` {25.6 23 ( LEGEND > ` 203 LCP 156 EXISTING CONTOUR 94G I / 1 °.;f1� EXISANG f. I a n _Egg)-- PROPOSED CONTOUR LOT$O f DWELLING '•� // "' r0 I'S 4) PROPOSED SPOT EL FFLR>26.1' ✓ 'S I THI ��..._' f /-'.`\ ^I f j/ i , •\✓La' N ■ ETCH BASIN / ` {�(.--'��`\ I\`/ f} •,•` * O p� p(J� i Aa `•Q� UTILITY POLE TOR 11iLL�K/.F, y FIRE HYDRANT MANHOLE CWER TEMP N ® SEWER COVER 3 •—_ .~ GAS SHUT OFF ' \, �V _ \\ � -�"\I• 11 �O uGNr vi.v MONITORING WELL \�: �� Y ^i ■�K�a � l WORK LIMIT +5 WATER SHUTOFF `-:O\ � /•�" �'`..Zi^ —X=117 TOP CMSTAL BANK 7 C' CUT WIRE \ s' —W—WAWA TER UNE `/ —G—CAS NNE p l , z I —OHE—OVERHEOD ELECTRIC // ` I "y —T&E—COMMUNICATIONS E%BERRY I l EDGE OF UWN �' \MAP 24 5 , \ ` , _Nm ru moms FENCE 1� w APKAR IN 4 VtH 219 Murao ----�T- �-- / `-\r_^n5o'oPF TOP COASTAL BANK --- - I \ \ai EDGE OF LAWN n L o _ FIAGPO OF MININ•g1 - -. - _ FT-000pv�F1-qI' \\ b v � 40NE VE �MIARO °' „`\\ \ iL __.ilf -\\^ .- M O_1-'f F1f EL.18 TONE A .n - ... .-' .% �.�, _� i. _ FLAG 9 FUG B \O LONE` EDGE OF DUNE -�- \"\� AND STATE N= FIAG`BY AMW 1550E '�..__- .._"�_...,SOPNCOASIAL GOyC. r ...�....�, \ I'I,f ..._...-..__...._. �..•I I �[%19TING CONCRETE ^• StAIRWAV k W000 RNL II _ EXISTING CONDITIONS OX.Mom, __,, I 1 �_....- SITE PLAN APPR _. _ -\_`^ -- OF I r-I r'--- II - -- #219 GREEN DUNES DRIVE W. HYANNISPORT, MA PREPARED FOR SEASIDE NOM. TR. OCTOBER 8, 2018 Scale:l"=20' NANT/U�EC�KET SOUND (TIDAL) 7 10 270710 40 SO FEET k off 808-362-4541 �N:E\•' I to 508-362-9880 '��/QJALA 1'1 � BownceOe.cOm. rl 401"''V J down cape engineefing,inc. c MA ivil engineers ID land surveyors 9J9 Main Street r MA 0 6 i C / YARMOU AIPORT 2675 IXE # 99-377 DATE DANIEL A. OJALA, P.E..P.L.S. 99-377 UPGRADE 2011.0WC LCP 15694G1 MAP 2451 0\ •��/'= - _ E 32 _ - ^- >` - 1. --1 _. r/ � _ `\ ,�•e0° � � t i t'2 �\i ) \ \ s'-!f ... / Locus -//� ./ 08,ii�✓i -1\ < ;` ; \ \I `, - ,' I '; _ so,u.rsu•(v Gi i � ��il ,,! n�i� �.."ter v�,• ;y �: � �; �._. s, `v� \,•` -��i, LOCUS MAP 1 - S �SO rj,\ i' NOT TO SCALE ASSESSORS MAP 245 PARCEL 24 ( ,/ l% J �>E i 1 ,�\w j /m Epp /.o•,,, ©�v i yy0 �\ OWNER OF RECORD 0TRU�•s-I', J C o ,,.1 ,\ ..�:,d/ m "'ry\1 --\ !v\ m�•^) 11 (� !I I\.. \ELIZAIBETH DE NOMINEE COTTER,STR. SEAS\T° / 4 DRAPER ROAD DOVER, MA 02030 \ �d 3 �{ REFERENCES o "\ Imo\�.o ,� mit ,;y; ('\,r--'-' ;`\ ,d.�7 '\` CERT b 206917 "\ d° '\•d° (mod-_u \ 1_(!y. \ �ti. f.'` i `h'?pPy'�\o �`� LCP 15694M LOTS 68 k 69 - -> \�\\ t�d q`•'.��j�� \ r\� ' ; \\ -.,BENCHMARK: {f dy�T7\ \,: e`� ; �i / \�\,`" ._..- ' \ `._,NOTES TOP OF LARD COURT BOUND -�' DATUM IS NAW 88 (GRADES READ ELEvpnON 21.5'NAVD88 /may \ ( ,;� \\ i( \"1 / \ `L�' \ )1.25'LOWER THAN PREVIOUS SITE PLAN). CONTRACTOR SHALL BE RESPONSIBLE �` \•\ \\\ ( f, \� ; ; i FOR CALLING DIGSAFE )'1-888-344-7233)AND VERIFYING THE , �� `\ \`� \ \ `w f, ,. 3 LOCATION OF ALL UNDERGROUND& _ D\ `a" VERHEAD . UTILITIES PRIOR TO � \` \y ,�/u ` `,(� ._-W�- - _.____-. ,-- r ; .vf .I•o -'COMMENCEMENT Of WORK. 1\ r \`\ `�� , GO NE 3.BUILDINGS ARE NOT LOCATED WITHIN ON OWNERSHIP 1 \ °'c �i6 A FLOOD HAZARD ZONE \,� ` `4 ( ' - ----------- '%NDWT PAVED - \ ZONING SUMMARY DRIVE ZONING DISTRICT: RD-1 DISTRICT LOT MIN.LOT SIZE 43,560 S.F. \ ,\J.p 68 MIN.LOT FRONTAGE 20' D D LOT 69 J AC.: - / \`\\� \s'------ .. ! MIN.LOT WIDTH 125' . 1C q ANDI _y`'�\� _ �^ ~� \N4<{'31'04'lY(-- =-"" 1 MIN.FRONT SETBACK 30- ~ ' �'I MIN.REAR SETBACK 10' f''1 py%f ii r ( r %;l /J�- \ ! MIN.SIDE SETBACK 10' /\°ii \ �,6RA V£LL /� \/ ^`10�.61' \ BENCHMARK: SE nC SYSTEMDROOM `/�' C O ) \ 'I E%.CATCH BASIN I MAX. BUILDING HEIGHT 30' 1 I \ \ i / ,,. i EL.24.3,NAVD88 �?, SITE IS LOCATED WITHIN AQUIFER zD I s As9uILr _ � ,\ f APPR.Y\R�kkkkkkkk I PROTECTION OVERLAY DISTRICT HousELOCATIO f e t _ ! SEPTIC DESIGN U o y' \ ` APPROXN i 1'/� ab 1t EXISTING 5 BEDROOM DWELLING / PROPOSED 2 BEDROOM POOL HOUSE 'v FROM v `` ,i �l ' ., I Dvrnftt tr I - 1 A, �\ TOWN �l F, k ,., 'i'!/• �"�`�s i f / RELOCATED (� `,EXISTING 8 BEDROOM SEPTIC OK 1 G.I.S. y,, ` y P ; O GENERATOR = USE+i� r •o / +ZJ.ti ex.BASK AND L.Ar� NE GRAVITY AT 276 AS SHOWN OR frEXISTING l I '+L .'Z /` R MAIN HOUSE PUMP FROM POOL HOUSE TO PAVED +2%? \ /) �O ��eq• W MAIN HOUSE PLUMBING IF RED., % ppT10 DRIVf l 2 DUAL COMPARTMENT TANK, OK) TH1 Wv..2D6` f : MAPJ 45 �' :t--5.6 LEGEND IF 203 1 \ q.N LCP 15694G fXls TING i ! / t0 E%6DNG CONTOUR. WELLfNc ` PROPOSED CONTOUR LOT 50 \v'i / D �,\\�� o �.. 1 ry_ ._ 1�• i FFLR>76.1' THl, PROPOSED SPOT EL, /% I�� / d/ems �� (��:o� - ,< EST HOLE \ CATCH BASIN 26.6, P------- ) 19J' UTILITY POLE -_____.__ AVV.22 __ I POOL HOUSE I, I FIRE HYDRANT \ \•.`\ /� � '� _'� .pal __��TE PM DECK:'�'�' i�'•'S9 FFLR?6.1 �,/ !-' O MANHOLE COVER _ .._- \cS`_ _ -<'.i*, 1 •'U N ® SEWER COVER /j / _ \�� ✓ 4�7URE POOL •�\ `ryh� + (� GAS METER AREA GAS SHUT OFF C �'i7AOPRT' /..-_ �>l Imo_ I^ \- i -0 LIGHT MONRORINO WELL WOR K LIM/T�LIE\\ `-'- Ys`- �-- '� WATER SHUTOFF OiF TOP CMSiAL BANK ' GUY 91CN '�y,_ fl `_ WIRE LINE /' '': �fl yl;r I`�� - /' l Jf -V �. ..3' I•' —c—GAS UNE �^. ) —OXE—OVERHEAD ELECTRIC E%15iINC %/ OF�,WN �`\ C ' / —TRE—COMNUNIGlI0N8 E 7 PLANt NG� ��EDG MAP 24$ \`LAWN .:�\ �) f I 1 �.._ _X—X— FENCE 1 i/ 2a -1�A�oI I I1`\] 1 (1--1� 2i9tl 41 - 0'OFF TOP COASTAL BANX S ----- 1 \ / M1 Imo.-_\(� •-� I !' a I LAWN jI EDGE OF U �• ` lei -;i "\•.v.� N \\ - o ', �,-_;--_`� L- \ � ..J�-�"• to 20N _F(OD8 r/A2gR ON eL FLAG 9 FUG B Ef UG'Oi DUNE ` `` _ \`\�•� �'�.�7i" - = _`\ �` - ,\ gV pNW ASSOC. TOWN AND UPBTEµN_\OP COAST E%IS'fING /-� _ M1 DOD L \ i Nc EX STI CONCR� STAIRWAY __-.�\3^ _.-- __ _ -�_. _.EXISTI�•PALH.._._I_I'� ^`� W. I-IYANNISPORT, MA PREPARED FOR { SEASIDE NOM. TR. OCTOBER 8, 2018 jScole:I'=20' NANTUCKFT SOUND (TIDAL,) D 10 zD aD .o so FEET _ _n.;lE_ \ '% .vr PII 508-3R2-4541 \I, .4/OAN-LA 1°r 508-362-98W .J�r I I •dO.ncope.cam m down cape engineering,inc, 5 p civil engineers land surveyors �p/�/(� l_// 939 MOIn Street (R(u CA) YARMOUTHPORT MA 02675 I)CE # r)y_:i 7 7 DATE DANIEL A. OJALA,P.E.,P.L.S. i 49-777 UPCRACE 2011,0WG O j/ v PROPERTY LINE ' I — \`\ N % s r� --�^--'i \ i `I / \ / I_�ETBA—CK '" 4 X X x / i/ ' _ x fl O o ? liz J, iln / 11 ! / v" • > ° — \ / \— 11 / / I / / �]� 3` 61 \`\\\ N, - \ \ 4 II III 1 � I w I i I/ I / I \�R: .� . ``�` ' .•.� r I F \ 1 \ / I CENTERLGABLE INE 1 1 \\ Ilir�l�lI I GUESTHOOUSEO = TO 11 I III I ALIGN WITH \ CENTERLINE OF I / I I �/; //1 I - / / :;•\.: ��... GARAGE BAY Ill I I / / /II2 / I II l I III \ a iP J I 11 I I I I l I I �� ( \ r-j 219 Green Dunes Drive fill/ II!I ' 1 1_F I —TI LL-I— \\�— — —�� - �O \ _ _ ` �' �\ Hyannisport, MA NG I _y - BUIL S CK Proposed Landscape Plan lboo m PROPERTY LINELU --y— ._„__¢ . I� \ \ \ \ N \\ O / w __ _ , 27 September 2018 GKEGORY LOMBAKDI DESIGN ,. i 2236 Massachusehs Avenue Ca mbridge,M.SSatllusetls 1Y2140 Phone 617.a922806 Fix 617.a92.290a North scale:1b' I SEASIDE �- SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: 1 m m a.u o.�r a.•�..,,,,c.+�+�.e m o+e�m•. 39'- v.rowroao•oa wm•uev.ammm wma...aem I .m.a a r��.mn>a.c•ma.m.aya.o®:w ' aroma,As. Ay.�o.a amma�m e,.atilrm.a.c a�+m a.a m eO,o+a e..m..o,a o..a•m mm O. A.1 wmtne mmwot - rorera•mAamaaa roam evrpaeem rme. 4 6' 4'-f 6' f4'-V 14'-6' 6' 4'-f -4m� a ---------------- -------------------- ( ------------------------------------ I I s-'wa awn ws� I I I ©VERED ° ----LI I WSiMEPA1Dt I L--- ----- AeoE AB°E semE I AewE ASOE 4 •WW::! I � OIN: Ca, O 10 „ tz to I m"RO°ax`sm 55 �12 II ® II \ s i �� 1l44yypp11 �� I NAKATPLL J AtUWALL MOLI 12 5 m rss-lww I I NICH I wNoon Aew>: 5 I ,� 16 ma srn'Fdus�islE1A I I LAEFF N 17 ARCHITECTURE+DESIGN I 1 3 2 I 01 G W 891 Mein Streel I LOT t z�w¢ I w er000 '�` x nna ao aeo�vE 3 I w:�mm� I 7 18 Oster A le,MA 02655 5 9'-1v 5y' 11L p�0• ,'-7 '-7}(2' 3'-10}�' ,• 5 ' 3'-�' 5 4' 2 T 508 420 5298 b /2• /2 o F 508 420 2240 tl I I ructnlaeff— ao `� b L_---- JO• e - � IRE AA' 6 P6Taa � ® S.D/C.O. F?5�r�err°N ABOVE g - -- gNo.O6622 ®� NDR; g3°O5 B 6 ' _ Hi - FIRST FLOOR DOOR SCHEDULE "'"°`"`� 999 _ _ o DOOR oil -+ -r -- I - -- -- ° DOOR ROOM SIZE FIRE NOTES "E I T� o _ OpA� WD HGT SWING DIRECTION RATING ®o BATH 3 IO E _ ' _ 0.1 a 00A U DPY 3-0 8-0 RIC4iT -- WST P TED R DRAWN BY:ON/AH ____ 1008 U ORY -4 7-10' LEFT -- POCKU DOOR 1I I I -_-- 103A G 28-0 9-6 LEFT __ NAN ALL W G FOLDI G DOOR SCALE:AS NOTED [+, t05 STORAGE 6-0 -1 A WS70 P Tm DOUBLE DOWt o i 6A STNR 4-3 -10 LFFT -- W PAI TED DOOR _ • I SH I -----V-- ~ NEW INTERIOR DOORS TO 1-3/4'SINGLE RECESS FIAT PANEL TYP UNLESS NOTED OTHERWISE.(FINISH: PAINT PATE:SEPTEMBER 27.20t8 GRADE,POLISHED NICKEL HARDWARE). 2, 'SIR FIRST FLOOR WINDOW SCHEDULE 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES v SIZJE IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 6' 4'-0' 3'-11A2• 2'-6}�2• 2'-6y' ,'-tly2' 12•-0• I'-11y2' 2'-6y2' 2'-6y2' Y-nk2. MARK NAOTH HT TYPE FRAME MATERIAL NOTES WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR 8 4•-6• II'-0' 6 T Il'-0' 4'-6- 1 3-0 -- -- CUSTOM FIXED TR WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE - 2 9-11 1 41 N ALL W DOIDWG DO 2.DIMENBIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, 3 2-5 -- -- CUSTOMFIXED TRANSOM CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS I 4 2-5' __ __ —__P_ W FIXED TR SO 6 2-5 P W5T Fl%ED TR Som INDICATED OTHERWISE. 6 2- WS FIXED IN 3.ALL EXTERIOR WALLS SHALL BE 2X5 SPRUCE-PINE-FIR 02 OR BETTER 7 3-5 _ PE11A FIXED TRANSOM121 STUDS @ 16.O.C.,UNLESS NOTED OTHERWISE B 3-5 PE]lA FIXED E1121 4.ALL INTERIOR PARTITIONS SHALL BE 2X4/2X6 SPRUCE-PINE-FIR 02 OR 9 3-5 -- -- PE71A FIXm 121 BETTER Q 16.O.C..FULLY INSULATED W/3)6'UNFACED FIBERGLASS SOUND 10 3-5 -- -- PEIlA FIXED TRAM 121 TITLE: NSULATION11 3-5 -- -- PE11A U.N. /412,2 3-s Ff%P.1)TP - t2tFIRST FLOOR PLAN 13 3-5 -- -- F11�ED 50 121 GENERAL NOTES 3 ,5 3'=5- -- -- P WS Fl%ED,P 121 16 z- -- -- WST HXED TRHARD-WIRED PHOTOELECTRIC COMBINATION 17 2-5 S.D/C.O. SMOKE/CD2 DETECTOR WITH BATTERY BACKUP9 0 HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR 1 B 20 I-4 1 8 1-3 I B P. ST I G S.D. WITH BATTERY BACKUP e HARD WIRED WALL MOUNT CARBON MONOXIDE NEW EXTERIOR WINDOWS TO BE PELLA ARCHITECT SERIES HURRICANE RATED EXTERIOR WITH DOUBLE-PANE C.O. DETECTOR UNLESS GLASS AND STANDARD INTERIOR SCREENS-TIP A , . HARD-WIRED BACKUP HEAT DETECTOR UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE H.D. WITH BATTERY BACKUP ALL DEVICES TO BE WIRED IWO INTEGRATED INTERIOR,WHITE EXTERIOR.POLISHED NICKEL HARDWARE). BUILDING ALARM SYSTEM FIRE PROTECTION 121 FIRST FLOOR PLAN SCALE:1/4• -a 1 -- � SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: ro e,swro mo am mo mm,e,.mmwo„e„m.m.�..,,e w.. muse M mn�mn.mn aaaommn vw wom:emm ,wm.acm.nvm permmio„arw mn aamm nemnm aymmaamwpe,aeamma me.�..mvpmma,ge.ro awyem my momon au.xc�waoeYv�em 39 0" o'.,,mra+vo c ee,em w ro a,srge ae m ro mmoe. bi BE OF r-6• s-D" e'-6• e'-s' a•-o" r-s" Z0 } —r 2 Ir I I —TI ti II-- �I IFo fII` II •1 nl I L-----y- ---- -- I - ----- -�---J ICI °, 1 I II � 1 I I I lyll I I II I I I I I NICHOLAEFF I s III ARCHITECTURE+DESIGN T 1 I Sy" 5. SJ�•r 4 3- 4 0.5 5'I' 3 •I I C I b I I Q B91 n Skeet OsteM�e,MA 02555 98 F 508 420 2240 nkhdaeN.00m �51 R 44[IH m ® wain I " $no N.00s6o.2 — ov NPA$ m • I I I I SECOND FLOOR DOOR SCHEDULE r - DOOR DRAWN BY:OwAH yE ! i h DOOR q ROOM IZE WD HGT SWING DIRECTION RAKING NOTES SCALE:AS NOTED I eLNa aos.�¢ _.._..._..__..__.._—_ O [n 21 eO,a o i./ 22 _ BATH •1 i L_ 1— _J�—J II O -- __ 23 _ —_—— 1 _2 QO 3- RIGHT -_ -_ DATE:SEPTEMBER 27,2018 2058 8 5-II 1I 4l -2 A o alrrtn 205C BED 3-0 -2 LEFT PELLA CLAD FIXED EXTERIOR DOOR o 207E BEDR 5-11 4 207C BEDR ,e2._1 0„ -2 „Lff,_T __ ...—...____PEIL,,,,_____D FI%m E% TOR OOR 208A CLO 3_ .—_— LEFT __ 209A BATH 3-0 RIGHT 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES NEW EXTERIOR DOORS TO BE PELLA ARCHITECT SERIES, IN INCHES.O.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 2'-0" 4'-6" 4'-6" 4'-0" 4'-0• 4'-6" 1'-fi• r-0" HURRICANE RATED EXTERIOR WITH DOUBLE-PANE LOW-E WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR 8 GLASS AND STANDARD OUTSWNG SCREEN DOORS-TYP WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 4'-6" 11'-0• B'-0" 11'-0• 4'-6" UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 39"-0" NEW INTERIOR DOORS TO t-3/4•SINGLE RECESS FLAT INDICATED OTHERWISE. PANEL TYP UNLESS NOTED OTHERWISE.(FINISH: PAINT 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE-PINE-FIR S2 OR BETTER I I GRADE POLISHED NICKEL HARDWARE). STUDS @ 16.O.C.,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X42X6 SPRUCE-PINE-FIR®2 OR BETTER QI6"O.C.,FULLY INSULATED W/3V UNFACED FIBERGLASS SOUND SECOND FLOOR WINDOW SCHEDULE TITLE: INSULATION SECOND FLOOR PLAN GENERAL NOTES 3 L24 SIZE TYPE FRAME MATERIAL NOTES WIDTH HEIGHT HARD-WIRED PHOTOELECTRIC COMBINATION __ _ P RIGHT HINGEGLASS T Mg-TEMPER SMOKFr002 DETECTOR WITH BATTERY BACKUP 2-11" 4-it" -fiW Q HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR 4�-11" 5'-11• PELLA FIXED PICTURE D0 �971- PERED S.D. WITH BATTERY BACKUP �,_.....—_�..._ aA55 4'-11• 4'-It" - __ P FIXED PICTURE /5959- PERED GLASS e HARD WIRED WALL MOUNT CARBON MONOXIDE 2-11 4-11 __ __ pBLA tFFf Cf CASE 559- C.O. DETECTOR AA 1 . 2 H. HARD-WIRED PELLA TEMPERATURE HEAT DEFECTOR NEW EXTERIOR WINDOWS TO BE R ARCHITECT H.D. WITH BATTERY BACKUP SERIES,HURRICANE RATED EXTERIOR WITH DOUBLE-PANE ALL DEVICES TO BE WIRED INTO INTEGRATED LOW-E CLASS AND STANDARD INTERIOR SCREENS-TYP BUILDING ALARM SYSTEM UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). FIRE PROTECTION 121 SECOND FLOOR PLAN SCALE:,74 =1'G 1 i oosmu� N� � bbj sn n ma�oH g e 4 o b ;a � mfl m > m n g m 3l Ow M _ A s a M s g m o D 9 M PI \ n 79 till e L n ------------- ------------ ------------ n O OH . mmtj W m m 0 O \ Z o 4 q ��. � NG e wg d m O m N b , 'm✓ r � \ �\ j; \ j o o C� D \\ m % m Z /m z 4 �� o sv aZ D s �o r s�G a�at� si;�q�?a g C Z SZ, _l 9 mT 8 ;� \o >Z Z n .,�� t9'9 i` 3 f�� ' Z m AFC ` D m, z � i i t UQ u�o� 9 QFQQ�4 qqn z4 �w" v ..°!+4 FFz' `\ � •�/' � as ' 59m oi4 H aHNsno8 oa Ana m m "gam°s O" .` -------' •6. ,� th o SONON \ 7 Q IL) say'i °b. /' •�. 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WATER LINE a '� CROSSING PA VED F24.95 J v / PAT10 DRIVE s, �.�� z�� IN 20.6 TWO COM ARTMENT J ,25.6 TANK(15 0 GAL. `Pca i- SEPTIC/ 00 GAL. ,'' `",, a ir) EXISTING PUMP ( 20) ,' / 0 10.0 ! �' DWELLING 1 l � � � '� + ' � 25. 'h o° �' CONCEPTAL FFLR=26. 9' w W ;� -t124.8 �, cn \ � 1E�`-; W�_ 4 SEPTIC LAYOUT 0. / E ' ' g INV. 22.6 � 'd- Q, I LOCATED AT N 26.6 i PROPOSED 19.1 ' Ln 9OF INV. 22.9 POOL HOUSE - #219 GREEN DUNES DRIVE VLF FFLR 26. 1CL W. HYANNISPORT, MA PREPARED FOR p 24 ': SEASIDE NOMINEE TRUST OPO T - k5l SED PROPO PA TlO �� DATE: FEBRUARY 12 2019 REVISED: 2-14-2019 (ADD SHEET 2) � F-o 1 0' OFF TOP COASTAL B K `. HOT TUl off 508-362-4541 � �• PORCH `- � s '�• � I fax 508-362-9880 0, STEPS �� /�N 0/ PROPOSED ��Q downcape.com APPRX. ROOF N POOL WNW • DRYWELL V.I.F. ©^ AUTOCOVER I ` down cope eng ineering, ke. civil engineers Scale: 1"= 20' land surveyors 09 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 DCE � 1 �-37� SHEET 1 99-377 UPGRADE 2011.DWG POOL HOUSE SYSTEM PROFILE PROVIDE MIN. 2e DIAM. WATERTIGHT (NOT TO SCALD ACCESS COVERS TO GRADE (H-20) MINIMUM .75' OF COVER OVER PRECAST EXISTING y i— .�.—�_ ��. j�obob�o�oi ...�T—S� ...: .� •..:'., �_ S:1:__ :..: •.. oo"oo *22.6't ©i ®_ —O _tom iFJ L °°°°°° PUMP °°°°°� ©L?ll )t�fD®-® P >g°g °o°°°o°ou ® © °o°°°o 22.35' Eq COMPARTMENT �°u�u° C�C�II�IL�DI�I ILI SEPTIC EXISTING i°ono o�o •°..�.°,�,°,�a°u 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [23) (2.5% SLOPE) H-20 2" FORCEMAIN EXISTING EXISTING FOUNDATION— 10' SEPTIC TANK/PUMP CHAMBER 220't D' BOX EXISTING LEACHING FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM DETAILS LOCATED AT ACCESS FOR ROUTINE MAINTENANCE COVERSST TO GRON RADE (H-20) #219 GREEN DUNES DRIVE -MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL YY . HYANNISPORT, MA MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER INSTALLATION ',✓ PREPARED FOR TOABE INSTALLED INSIDE RM AND CONTROL ANEL ,.� BUILDING. ALARM TO BE ON J INV. IN 23.35 1 SEASIDE NOMINEE TRUST SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE - ZABEL FILTER FLOAT SWITCH ALARM ON OUTLET TEE PUMP SLOPE TO DRAIN BACK DATE: FEBRUARY 14, 2019 SETTINGS: WEEP HOLE PUMP ON CHECK VALVE 5" WORKING RANGE s SEPTICCOMPARTMENT MYERS SRM 4 off 508-362-4541 5" SUBMERSIBLE 4/10 HP PUMP I fax 508-362-9880 PUMP OFF 191, SYSTEM (OR EQUAL) downcape.com (ON BLOCK) , 4 DOSES PER DAY, AT 110 GAL. PER �� down cope engineering l#7C DOSE (5" WORKING RANGE) 1500 GAL. SEPTIC TANK/ s" BAFFLE i 500 GAL PUMP CHAMBER COMBINATION (H-20) civil engineers (NOT TO SCALE) land surveyors 939 Main Street ( R to 6A) DCE ' 8-374 SHEET 2 YARMOUTHPORT MA 02675 99-377 UPGRADE 2011.DWG LEGEND pc� \ BENCHMARK: PK O rp� Pp\IE \ NAIL IN PAVEMENT A ELEV. 20.1' -< TH 1 \,0GQ�� \ _ SOIL TEST ILLE BEAC R AD CRAIG FLOOD LIGHT \�\ lvQ\J rs �h?a!U�M s..�.,r sY�';'�'•�c 1. w fi�,,�'; \ r GROUND LIGHT Nh �0 N \ ° ,\Gj m EXIST. FLAG POLE •\ \ - __ �r _ \ \.G Q ELECTRICAL RISER r N LOCUS s-',✓ EXISTING CONTOUR +° o \ 'p.\ SQUAW ISLA / DRIVE N PROPOSED CONTOUR NANTUCKET SOUND c� it'sa' 2U o 'pO \ �ti N/F \/ F NANCY A. ODELL }-49.40 EXISTING SPOT GRADE (SURVEY) 22 \ I _- o \ DOWNSPOUT LOCATION , CONNECT TO DRYWELL co \ / 0 WITH 4"SCH40 PVC " \ \ LOCUS MAP v. + 00 � ' , W WATER LINE \ \\ SCALE 1" 2083', V \ G GAS LINE \ \ 4s WATER SHUT OFF HYDRANT 0 op HAYBALE + SILTFENCE LINE \ \ DDRESS: #219 GREEN DUNES DRIVE, WEST HYANNISPORT, MA ASSESSORS MAP 245 PCL 24 \ OWNER: EDWARD and BONITA LESLIE \ �p \ 226 MAIN ST. \ O c� \ CENTERVILLE, MA 02632 CERTIFICATE # 156945 \ \\ \ \ 0 'O \ 6, N N \ PLAN `FIEF. LCP 13907 B LOT B, LCP 15694 G LOTS 51 & 52 + \ 3 \ 9 + ,fGOW SWONlN, AS LOTS _68 3c. 69 ON LCP 16594 M PENDING " O p 6 X6 K m \ \ _ \ s \ \ !� 1000 GAL LEACHING o CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. CATCH BASIN RIM 19.8 N 939 MAIN STREET YARMOUTHPORT,MA 02675 TOP STRUCTURE 18.0 2 �;C ARNE H. OJALA PLS, PE \ \ \ + + \ DANIEL A. OJALA, PLS, EIT PH. 1-508-362-4541 �G FAX 1-508-362-9880 \ \ ARCHITECT: DOREVJohn A. Dvo sa kE ProjFF ect ct Manager o00 \ 812 Main Street \ P.O.Box 1034 Osterville, MA + \ 1-508-420-5298 \ LANDSCAPE ARCHITECT: \ \ \ LANDWORKS STUDIO, INC. \ �\ V 10 DERBY SQUARE, 4TH FLOOR PROPOSED N / \, \ \ RELOCATED SALEM, MA 01970 -1-978-745-7181 WATER LI 22 + EXISTI USE: /NGLE FAMILY RESIDENCE \ \ \ \ \ N cr & WAT PROPOSED PROPOS S SINGLE FAMILY RESIDENCE WITH ACCESSORY STRUCTURES EA EN N � \ � RELOCATED HYDRANT FLOOD ZONE: HOUSE IN ZONE C, (ALSO ZONE B, A13 & V16 ON LOT) \ \\ I & WATER , EASEMENT + ZONING DISTRICT: RD-1 43560 SF 20 FRONTAGE 6'X6' RD-1 SETBACKS: 30' FRONT, 10' SIDE, 10 REAR \ \ Q �I p�' \ 1000 GAL LEACHING MIN. LOT WIDTH 125' MAX. BUILDING COVERAGE 25% \ NOTE: EXISTING p IT, RIM 17.5 VERIFY ALL BUILDING SETBACKS WITH BUILDING COMMISSIONER LOT LIN " N N \ M _ m = T STRUCTURE 16.5 PRIOR TO ANY CONSTRUCTION ON SITE COM N OWNERSHI " \ w\ N N \ i W� g0 �'� GROUNDWATER OVERLAY DISTRICT: AP \ l ° 30 N N �w w N ' TES: J co =-N 2 <° \ ,ice �� & \\ \\ H{ N N \ \ 1. THE LO TION of EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS ui o t" APPROXI TE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING I HOUR NOTIFICATION T I AF-v� � CONTRACT SHALL MAKE THE REQUIRED 72 OU0 DIG SAFE / \ ° ti � (1-888-34 7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 6 J. r/ I \ o\N ? Up \ \ o o N� \ w a \�'� \\ � � EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. o� - �\� 23 4C O.6s�CT \ �pT ONE / 3�Q 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS C I1'FT sg� \ ui 1. 68 O> l ,�v I \ ``�i , \ PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. �� 'IC N Co41-1 B ' + AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD N \ // o NO SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ROOF DRAIN 1000-GA� , - � \ J cl ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. n. STRUCTURE 20.0 \ fO '� A N4T 04"1N c7¢m AND BARNSTABLE HEALTH REGULATIONS. _" - - F' SEPTIC SYSTEM 2 / ri RIM 2_ /4� o,,'\ z e + SAS- 7 500 GAL Np o w `L� `� �� a 3. ERTICAL DATUM IS NGVD29 (MSL DATUM) O �� 0°I° ° \ + 1 INV. 23.5 �e - O H-20 LEACHING �ab+ o �15 N N \G> • I ,, N #� A A o e� 4. D IGN LOADING FOR ALL PRECAST UNITS QQ � GALLEYS WITH 4' --� \ o 3 �' a +� / c� / �\\ t �' TO E AASHTO-H20 UNLESS NOTED. STONE ALL AROUND I 12.8' co m (�t��-A rn \ c' �� l O��F + 5. THIS LAN IS FOR PROPOSED WORK ONLY AND IS NOT TO O , / / �: 6c> BE US D FOR PROPERTY LINE STAKING. pi G I I J 6°I° �9 - ��\ �� '' A ° \ / / `� , t� 6. 6" LOAM ND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. `"� ) °I°�� • \ N N co A / � / -F `4 7. ALL GRAVI SEWER PIPING 4"0 SCH-40 PVC UNLESS NOTED 1/8" FT./FT. MIN. II - OQE Q j h $N m,'/ N 8. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ? g ,�% �, =� / / INSPECTION BY ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. rn \ aR �\ / 1p I O SI ,� Ro�i w A 9. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. 6 110, �.2 ( e R ' / °m°• \ / / + 10. CONTRACTOR TO VERIFY LOCATION AND DEPTHS AND AVAILABILTY HI---IIII R R _ �4 00 '� M \ b3l d "' a N �� ` 9� �- 0 UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. FALL DEG o Iw ✓ / ` `��=�5 1 ALL ROOF RUNOFF TO BE CONTAINED WITH DRYWELLS, CONNECT DOWNSPOUTS TO I ai I a ;�;x � ;./•, //- - DRYWELLS WITH 4 SCH40 PVC AT 1% MIN. AS SHOWN. ' �'� N � e � J `igx,�y1•I 4� - 12. SEE EXISTING CONDITIONS PLAN FOR DWELLING'-AND LIMIT 5' UNSUITABLE II - T 2�' I �TKOCTION �� • .,,�. M CESSPOOLS TO BE REMOVED PRIOR TO CONr I I ,� "'\ D \/` oµ }, ?Y:.�i' / N�-I -I I COORDINATE UTILITY DISCONNECTS WITH _APPROPRIATE VENDORS. r a SOIL REMOVAL I I 2 .4 �)� \�, uw w FF SOIL LOGS \ I �� __ ` > \ c¢ I' 13. PLAN ISSUED FOR PERMITTING, Nor FOR CONSTRUCTION. 1500 GAL >, h! Y \ I r r SEPTIC TANK Q T-� 22 '� \ •� INSTALL 45't I I /V Off• , 40 MIL POLYLINER AS SHOWN F / N/F EFTHEMIUS & F �,�c a_ \ l• LL r y4 v„ �: m LILY BENTAS „may`J;. � �, h i, _j 2 I '�'� .� � � � .,._ � � - ,,• ..;,� �` ^ GANG -',�-' � Q' \ ,Yr �- - " �;�:a rt�' � N/F :PAUL A. & SHEILA K. GAR V. 23.5 m 0 \ ` � �` �C )t�. %as SEPTIC SYSTEM #1 c` SAS- (3) 500 GAL C� H-20 LEACHING Q PO t ;. F' o ` ��-. z ,,�;• , y. �o, GALLEYS WITH 3' G / O , ^ .�. ,+�< Yr ,' -� ,` 31c a � r'�'�'%a�" •Y: O STONE ALL AROUND 510 EFF. SF. (7 .(. r, 1 t - .+ >rl>?T V /dNy . .. ,t`1, '.•.�7 5 .4=(i� -`'4 D"�Fl-� �., - .Z/� ( ) cli I\ I\ ''�G ➢ r^ '�4'~,�„ o L'1,, �� ;1- 'o\ .;`• ri�, err � "_ '' ;.'�• � rr `,y"'x�j;�:= °%Jvs1,.4�,�,��Y=�=�.'. ''=`,'��'ti' i,4�' '�{ �W u. AB. HSE LIMIT 5 UNSUITABLE \ :- r; ,. r.�� • SOIL REMOVAL �,,r SEE SOIL LOGS N \ P U' � � 21 co , 219 E ISTIN 'J R Y E RY B B w v s A / EXISTING BENCH � � � %' � \ ,,. �� M / - r EXISTING HEDGE to 04 Z ROOF DRAIN / cMv BORKWASH POOL PIT\� _ `� 2 22 w ' LANDSCAPE NOTES: - TOP STRUCTURE 21.0 N BENCHMARK: SPIKE o a: _ I X' SET ELEV, 22.2' "' LLN �\ N 1) PROPOSED MITIGATION PLANTINGS TO BE HYLOS UYA-URSISELECTED FROM THE FOLLOWING: _ \ N DUSTY MILLER- ARTERESIA SSP + o SPREADING COTTONEASTER- COTTONEASTER ADRESSUS �' - HP24. DWARF CREEPING JUNIPER JUNIPERUS HORIZONTALUS BLUE MAT 23 ROSES-_ROSA VIRGINIANA OR CAROLINA MARCELLA HEATHER CALLUNA VULGARIS \ \ - ENGLISH IVY- HEDRUS SSP \ WORK LIMIT LINE I WINTER CREEPER- EUONYUMUS FORTUNEI \ = \ SILT FENCE + HAY BALES OR SIMILAR MATERIALS DEPENDENT ON AVAILABILITY AT \ - - THE TIME OF INSTALLATION. \ / �° PROPOSED PLP,NTI Gs 23 I 2) SIZE AND SPACING TO BE DEPENDENT ON MATERIALS SELECTED \ `{ 23 AND BEST LANDSCAPE PRACTICES. 540 SF o EDGE OF LAWN `n AT MULCH / 13 22 PROP SED PA INGS ZONE � 323 SF E C 27 OF FLAG 9 v 1) ��-- - 21.. rLGFG'l.i.. ya�pr � C �y�HOFMgSS FLAG 8 8 \ 16 / _ 20 ��o`' DANIELA. yG� �o�'� DANIEL �cyGN 1 1g ' � �F, o OJALA FLAG 7 / _ „� 1g CIVIL v OJALA y TOWN AND STATE '�� " c" OJA 18 TOP COASTAL BANK No.4650 PROPOSED PLAN � � •o � � O'980�, EDGE OF DUNE IN EXISTING MULCHED AREA G 6 13 <c. FLAGS BY AMW ASSOC. 3300 SF 16- FLAG 1 12 4 � � ` �"� 16' -� � S/p 77 F 5 e i (Z C/GYM � 9 _ NEC : TOWN AND STATE 10 F 3 y ZONE TOP COASTAL BANK cw - - - -' DANIEL A. OJALA PLS, PE DATE 13 ZONE B E 12- INC 3EXISTING STORAGE BOX a\° CONC. WALK ^ 11- ZONE B FEMA MAP ZONE A PER ELE ONS= EL. 12 CONTOU INE EXISTING CONCRETE , PROPOSED CONDITIONS ' STAIRWAY & WOOD RAIL gSITE P 7, EXISTING PATH ' I � ZONE B F LAND IN E O V1g ZONE B MAP CID PER ELEVATION - L. 12 CONTOUR - w M YANNISPORT, MA _ _ #219 GREEN DUNES DRIVE - - _ ZONE E FEMA _ _ZONE A13 EL.12 F ,! • _ PREPARED FOR: , E A13 EL.12 EDWARD & BONITA LESLIE -6 ZONE A13 EL.12 SCALE: 1 = 20' DATE: 11-21-02 4 ZON EL.15 REVISED:ISED: 12-10-02 (BANK DELINEATION, WLL) off 508-362-4541- ZONE V16 EL.15 • - - (PLANTING AREA, WLL) fax 508 362 9880 REVIS ED: ED. 12 11 02 5 • - - (MODIFY HSE, SEPTIC ETC.) 2 REVISED: 1 16 04 • • - - (CONSCOMM) _ en ire e erin inc. REVISED 9 12 06 do wry c cp e q 9'� NANT T SOUND RE �'ISED: 7-26-0� (BOARD OF HEALTH) Cl VIL ENGINEERS (TIDAL LAND SURVEYORS A S. MEET 1 0 20 0 20 40 60 Feet 939 Main Street YARMOU THPOR T, M S �\ 99-377 ' ......, it ICI ..ill _FIRST FLOOR ELEV. 27.33 GARAGE FIRST FLOOR ELEV. 27.81 CABANA H-20 CONC. COVER . _ 3.. P€ASTON€ &BLOCK UP D-BOX, 24"I.D. RISER FILTER FABRIC H-20 RATED CONC. TO WITHIN : 'OF GRADE (TYP.) FINISHED GRADE 3' MAX. OVER PRECAST SEPTIC SYSTEM #1 DESIGN DATA TO GRADE, MORTAR ALL COMPONENTS OVER STONE PRECAST H-20 NO GARBAGE DISPOSALS ALLOWED RISERS TYP. TITLE 5 FLOW: ONE BEDROOM OVER GARAGE: 110 GPD ,._ 2.0 POOL CABANA- EST. 22 SWIMMERS X 10GPD = 220 GPD TOP OF CONCRETE EL. 23.0 MORTAR ALL BLOCKS OR TOTAL DESIGN FLOW: 330 GPD •• .: COMPONENTS ..: 3 INV'S EL.22.0 PRECAST RISERS • e" :°°, ° NSU;TABLE SOIL--REMOVAL SE TANK. 0 USE 1500 GALLON 660 GALLON REQ. (H500 GAL.20 SEPTIC TANK .� 23.5 ; . . SEPTIC • 330 GPD 20 C " " .. :' - ----- °°"00000 O°O°O°O ..•. .. : ... '�. a. -J ... ._• 4 .J 4 '/H I D°o;o°•o°° o°• ,° °• : _i 5' U 14 0 0 0 ° ° o 0000000°No;o�o�c ° ° ° USE C LAYER CLASS 1 SOILS FOR LEACHING 22.68 10 ®®�® O ®®®� ®®11 AT 2% O °�„0000° °00000° ®®� ®®�® ®®®® oo°00000 °00000 0000000° °00000° -O o 0 0 0 o 0 0• TEE TEE .PVC _. o,,o 0 o 0 0 0 0 ® ®®®®®® ®®® ®® ®®®® ® ® ®®®®®® o°°000000o,o,o LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED. •_ • - - O O O O O O O C- O O O O O - q_ p. O O O O O O TI-1 L - 1500 GAL H-20 8' AT 1% o 0 0 0 0 0 0 °'° ° ° ° ° ° ° o 0 0 0y] 0 0 0 o USE (3) 8.5'X4.83'X 2'EFF. DEPTH, LEACHING GALLEYS W/ 3' STONE 0000000 000000 18' MAX. AT 1% M 0000000 0000000° ®®®®®®®®®®® ®® ®®® ®®®® ®®®®®®�®®®® o°°OOOOOSo°oOo°oO 4"OSCH40 PVC o 0 0 0 0 0 0 o ° ° ° ° ° ° ° ° oo,00000`uoou00000 AT SIDES AND 3' STONE AT ENDS (31.5 X 10.83', OVERALL DIMENSIONS) GARAGE 55' AT 1.5"l SEPTIC TANK GAS BAFFLE 0000000 0000000 4"OSCH40 PVC °°'00000°°00000° o 0 0 0 0 0 o o o o a o o 0 0 0 o o 0 0 o co 0 0 0 0 0 0 0 0 0 - - BOTTOM CAPACITY = 31.5X 10.83' _ 341 SF X 0.74 = 252 GPD - CABANA 32' AT 2.5% 4' LIQ. LEVEL -. PIPES LEVEL 1ST 2' __�.. SIDEWALL = 2 31.5+10.83 X 2.0 = 169.3 SF X 0.74 =125 GPD - ACME 0 EQUAL EL 20.0 JTTOM REMOVAL ( ) 22.3 22.1 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST 510 SF 377 GPD O.K. •+ OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. 3 UNITS REQUIRED ACME DB5 H-20 OREQUAL _'�/4"-1-1/2" DOUBLE WASHED STONE 3' MIN. COMPACTION (TYP.) „ AT SIDES AND ENDS OF PRECAST STRUCTURES 5.5' OVERALL DIMENSIONS TO OUTSIDE OF STONE. 31.5 X 10.83 SEPTIC C STEM 1 T PROFILE SYSTEM APPROX. SCALE: 1/4" = 1'-0" EL. 14.5 BOTTOM TH'S _ NO GROUNDWATER N FOUND I rl l _FIRST FLOOR ELEV. 28.0 H-20 CONC. COVER H-20 CONC. COVER " 3" P€ASTON€ & ,� FINISHED GRADE 3' MAX. OVER PRECAST .SEPTIC SYSTEM 2 DESIGN DATA _ BLOCK UP D-BOX 24 I.D. RISER FILTER FABRIC H 20 RATED CONC. TO WITHIN OF GRADE TYP. # co co TO GRADE MORTAR ALL COMPONENTS OVER STONE '� ( ) - PRECAST H-20 PRECAST H-20 TITLE 5 FLOW: A GARBAGE DISPOSALS IS ALLOWED ON THIS SYSTEM ONLY RISERS (TYP.) - MAIN HOUSE: 5 BEDROOMS (INCL. OFFICE) 5 X 110 = 550 GPD �._ 2.0 2,0 :. TOP OF CONCRETE EL. "20.0 MORTAR ALL TOTAL DESIGN FLOW: 550 GPD .-. BLOCKS OR COMPONENTS • 4 INV'S EL.19.0 PRECAST RISERS _ SEPTIC TA 200 AL = 1 100 GALLON REQ•KS1 PER 15.226N.) X2 PT C TANK: 550 GPD ( • .46 - '°` ° :' = .: . =. = 5' UNSUITABLE SOIL REMOVAL SE (2) 1500 G LON H 20 SEPTIC TAN 14" . 14" oo°00000 0000000 , • ` . 0000000° o0000000 _� USE C LAYER CLASS 1 SOILS FOR LEACHING ( SEE 15.240(4)) oo,o 0 o . o 0 o O ®®® ®®®®. O ®®®® o°o°o°o° o°00000° . 20.16 10 19.83 10 p o�o°p°o 0000000 ®®®® ®®®® ®®® :• .. 20 AT 1.5% TEE TEE ° ° ° ° ° ° ° LEACHING: 550 GPD X 1.5/0.74 GPD/SF =1115 SF LEACHING AREA REQUIRED. TEE TEE °.o 0 0 0 0 0 0 ® ®® ® ®® ® 0000°o°o °00000°° 0 0 0 0 0 0 0 o°;`° o ° ° o USE (7) 8.5'X4.83'X 2'EFF. DEPTH LEACHING GALLEYS W/ `4' STONE - 5 AT 2% o 0 0 0 0 0 1500 GAL H-20 1500 GAL H 20 " o 0 0 0 0 0 0 0 "� °o=00000°9°0°0°0 °o�o°o°o °o°o°o°o AT SIDES AND 4' STONE AT ENDS 68' X 12.83' OVERALL DIMENSIONS) 0 0 0 0 o 0 31' AT 1% o 0 0 0 0 0 0 0 ®®®®®®®®®®® ®® ®®® ®®®® ®®®®®®®®®®® o 0 0 0 0 0 0 0 4 OSCH40 PVC o 0 0 0 0 0 0 0° ° ° ° ° ° ° SEPTIC TANK #1 GAS BAFFLE >. SEPTIC TANK #2 GAS BAFFLE o 0 0 0 0 0 0 0000°0000000 o°o°000° 0000000° ( (WITH VARIATIONS- SEE PLAN) 4' AT 2% 0 0 0 0 0 0 0 4OSCH40 PVC o0 _ 0000 0000• 0000 .. o 0 0 0 0 0 o 'o000000co 0 0 0 4' LIQ. LEVEL 4"OSCH40 PVC :- 4' LIQ. LEVEL PIPES LEVEL 1ST 2 0 0 0 0 o _. - BOTTOM CAPACITY = 870 SF X 0.74 = 643 GPD , 0 GPD ACM ACME OR EQUAL 19.4 EL. 17.0 ., .; 19.31 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST BOTTOM REMOVAL SIDEWALL 156' X 2.0'='312 SF X 0.74 = 873 GPD O.K. " ---'-- OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. "ELEV. 17.6t V.I.F. 1182 SF 11 20 D BOX ON " GeMPAGTED GRAVEL 7 UNITS REQUIRED " ACME DB9 H-20 OR A /4"-1-1/2" DOUBLE WASHED STONE 4' MIN. . EQUAL COMPACTION. (TYP) COMPACTION TYP. AT SIDES AND ENDS OF PRECAST STRUCTURES 5.7' OVERALL DIMENSIONS TO OUTSIDE OF STONE: 68 X 12.83 ' H-20 RATED F&C LeBARON L.B268-3 N-20 �rK EQUAL r� MA.?THOLE FRAME AND COVERS "�' t . T ! _ SEP _ I C PROFILE SYSTEM -_ " r4. ..;x_..__.... <..,.._ ,_.__. E?_LED DRAIN" ,-_ " j - 2 1 ROLLS IN COVER __ 6 1 .,.1_ _ _. - _ '1 ..0 cc attD DISTURBED AREAS -- APPROX. SCALE. 1 4 1 0 � �. T y_ S NO GROUNDWATER Fu.�NU (TYP.) BUILDING DOWNSPOUTS 6" LOAM & SEED ADJUSTING BLOCKS/H-20 RISER ALL DISTURBED MORTAR ALL COMPONENTS AREAS (TYP.) 4"OR 6"OSCH-40 PVC AT 2% MIN. TYP. P 10 389 FROM ROOF DRAINS # CLEANOUTS TOP STRUCTURE EL. LISTED GRADE TYP. E ON PLAN TH1 SOIL EVALUATOR.-RICHARD JUDD, R.S. TH2 SOIL EVALUATOR. RICHARD JUDD, R.S. TOG CAST IRON TRENCH DRAIN ( ) BOH: DAVE STANTON RS BOH: DAVE STANTON IRS AS SHOWN H-20 8" MIN. EXCV. ELLIS BROS. EXCV. ELLIS BROS. NOTES• PITCH TO DRAIN NEENAH OR EQUAL. o,o°°...o„., 0D .o.'0000go 0 0 0 0 0 0 0 0 0 \ / / / / / (TYP.) ON PRECAST H-20 TROUGH 000000000 DATE: 12-6-02 11 AM DATE: 12-6-02 11 AM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS ° ° ° ° ° °°° ° ° 4 MIN. PEASTONE \/\\/\\ / /\\j\ - " APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING / o 0 o 0 0 0 0 0 0 0 SEE AVEMENT SECTION oOoo°000000 °0000°000 AND MIRAFI 140NS EL 22.3 0 EL. 24.5 0 CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE °o°°o°o°o°o°oc'o°°odOoo 000i00000a000000o0o0o 0000000go 6'-8' X 6'O � 00000.o (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR :00000000000000°o�Oo° °o°.°000"0000°000°000 0000°o°o° H-20 al 00000000a FABRIC OVER STONE i. 000„o„o�o�o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000'- °0000000° o 0 0 0 FILL FILL EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ° ° ° ° ° 1000 GAL. °o°o°o°o° o°o°o°o;o o°o°o°o°o~ - o 0 0 o LEACHPIT o 0 ., 0 22 30 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ° ° ° ° ° ° ° A HORIZON A HORIZON PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. 4"OSCH40 ROOF DRAIN o0000000o SHOREY OR EQUAL oo0o_o000 o 0 0 �. o 0 0 0 0 0 0 0 0 0 - SANDY LOAM SANDY LOAM °oo° 000°00000 000°00000 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD TO ROOF DRAINS 2% MIN. 12" PROCESSED GRAVEL �o�00000�„ ° 6"SCRAG rPVC AT MIN. o0o000000 Go 10YR 10YR 3/1 " 10YR 3/2 TO ROOF DRAIN (SEE DETAIL) °0000000° 0000 34 33~ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. MDPW M1.03.1 VIB. ROLLER COMPACTED °°°°°°°°° I° nono °°° 0 0 0 0 0 0 00 0 „o o„o„o „o„oo„o , ALL °oao°o°oao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 0000000 AND BARNSTABLE HEALTH REGULATIONS. B HORIZON B HORIZON o 0 0 . 0 0 0 0 0 000 0 0 0 000 0 0 000 0 000 000 FINE SANDY LOAM FINE SANDY LOAM TRENCH DRAIN r 1OYR 4/4 1OYR 4/6 3. VERTICAL DATUM IS NGVD29 (MSL DATUM) ' 56" EL.20.33 50" 3/4" - 1 1/2" EL 17.6 , e DOUBLE WASHED STONE / 4. DESIGN LOADING FOR ALL PRECAST UNITS ROOF DRAINS ClHORIZON } 4' MIN. AROUND PIT Cl HORIZONUNLESS NOTED. & 6" UNDER PIT P RC RATE: <2MIN IN. COARSE SAND TO BE AASHTO-H20 COARSE SAND / 2.5Y 5/6 24 GAL IN 5:17 2.5Y 5/6 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO NOT TO SCALE 10% GRAVEL " 10% GRAVEL BE USED FOR PROPERTY LINE STAKING ss " 82 65" 12"X3" CAPE COD BERM o arj q�yG ��4t�of Mgssgc ROOF DRAIN SECTION 86 6. 6 LOAM AND SEED ALL DISTURBED AREAS NOT PAVED„ M6.03.0 SEED. DANIELA u+ o DANIEL 9G 1 TOPCOAT MASS DPW 4 - m N NOT TO SCALE " OJALA R. C2 PERC RATE. <2MIN IN. A GRAVITY SEWER PIPING 4 O SCH-40 PVC UNLESS NOTED 1 8 FT. FT. MIN. o 7. ALL / I � TYPE 11 c, to A. � 24 GAL IN 8:21 8. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 2" BINDER CIVIL U O NOTE: AREA DRAIN SAME EXCEPT 2' STONE AROUND AND H-20 F&G C2 HORIZON C2 HORIZON 84" INSPECTION BY ENGINEER AND. BOARD OF HEALTH AND PERMISSION OBTAINED. I -° A0' 0980 FINE SAID FINE SAND2.5Y 6/4 9. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. 2.5Y 6/ / o 0 0 0 0 0 0 0 0 ,`b��3T�,.aG�a ( '.fiESS�� p f oo;o-o000000u oo °o° TONAL ti 1 06 EL. 11.3 132" EL' 14.5 120" 10. CONTRACTOR TO VERIFY LOCATION AND DEPTHS AND AVAILABILTY �/'� / ,n000°o°000noc,o o 000 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. 000 . 0 0 0 0 0 0 11. ALL ROOF RUNOFF TO BE CONTAINED WITH DRYWELLS, CONNECT DOWNSPOUTS TO 12" PROCESSED GRAVEL LESLIE _DRYWELLS WITH 4"SCH40 PVC AT 1% MIN. AS SHOWN. MDPW M1.03.1 VIB. ROLLER COMPACTED RESIDEN E TEST HOLE LOGS REMOVE TOP & SUBSOIL C NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL DETAIL SHEET 219 GREEN DUNES 1\ES DRIVE L'TO A DEPTH OF 36" BELOW FINISHED GRADE. ■ 7 L REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL PROPOSED CONDITIONS ' (LESS THAN 10% DRY.WEIGHT PASSING #200 SIEVE) CO WEST HYANNISPORT MA ' NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. , - PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. CIVIL SITE PLAN off 508-362-4541 PAVEMENT CROSS SECTION _ _ A fax 508 362-9880 NOT TO SCALE RE ♦ ISED• 16 04 REVISED: 9-26-06 down cape engineering, inc. - ALSO SEE ARCHTECTURAL AND LANDSCAPE SPECIFICATIONS FOR VARIOUS PAVERS Cl I//L ENGINEERS AND OTHER SURFACE TREATMENTS. LAND SURVEYORS 9J9 Main Street - YARMOU THPOR T, MASS. _I u DCE 99-377 SHEET 2 0f 2 99-377 LESLIE GREEN DUNES\DWG\99-377 REV-SITE-01_14-04.DWG (DAO) I i l I i rL�g(01 Ij� PAVE \\ \ 0 T C R AD I L \ �V \ CRAI LLE BEp G zA,;)l 0 I z 7 ° ° \\ �G Dch —— — LOCUS ° SQUAW ISLA NANTUCKET SOUND DRIVE 22 \ \ \ \\ LOCUS MAP \ \ \ N-w/ NOT TO SCALE ASSESSORS MAP 245 PARCEL 24 \ s OWNER OF RECORD �t Y � \ \ 5 \\ BONITA LESLIE v v>\-LO o� \ \ 226 MAIN STREET o> CENTERVILLE, MA 02632 CA 69 \\ REFERENCES -0, n6 \ LCP 15694G 0 ,O � • .. . _.. .. \ � '.•.'....'.'.•.. ::.:. __ -NOTES . e 2 � \ FUTURE .•..:.•. m , BENCHMARK: \ \ BARN .... .. 21: : ♦ \ 1. DATUM IS NGVD 29 TOP OF LAND COU'0 BOUND is :::: :":. �A \ (:.. O `� 2. CONTRACTOR SHALL BE RESPONSIBLE ELEVATION 22.73' �•' r, \ FOR CALLING DIGSAFE \.''•' �G;`�' \ �; :' G� \ (1-888-344-7233) AND VERIFYING THE � LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO V. COMMENCEMENT OF WORK. 3. BUILDING IS NOT LOCATED WITHIN A O ) N \ FLOOD HAZARD ZONE ZONING SUMMARY 77 3 N ZONING DISTRICT: RD-1 DISTRICT R M VA F �NSUlf BLE 5 E O L O � rn R AR UND NOTE: EXISTING O I REQUIRED SOIL RE Q ` :�' w '�:•':'::'''•':'::''•'' '''•" LOT LINE MIN. LOT SIZE 43,560 S.F. R F � ING I L CO PERIMETER 0 LEA I i �;:' •'�:•'•'•'• '.•'•'•'•'• COMMON OWNERSHIP d' i' .� .��:''• MIN. LOT FRONTAGE 20 ITA I ': 4 OWN TO U LE d- D i FACILITY, 1 1 '.::':': MIN. T WIDTH 125 SOIL LAYER. REPLACE � r �, .•.�•.•,.;.'.•.'�. LO MIN. FRONT SETBACK 30' CLEAN MED. SAND, TO M ET to I .., F 10 MR s r MIN. SIDE SETBACK 10' SPECIFICATIONS 0 3 15.255(3) r r1�$?: , �.. ;: :....:.:.:.zL ? .. w 23 MIN. REAR SETBACK 10' j '" ' �a �� MAX. BUILDING HEIGHT 30' tq;...:.. . ...' :. ::::' .. SITE IS LOCATED WITHIN AQUIFER PROTECTION OVERLAY DISTRICT 24 r I r 6) / 70.0' � r r 4XIST. ,� `�• r r GARAGE r CONCR G LEGEND � I 99— EXISTING CONTOUR r O —[99}-- PROPOSED CONTOUR r I � `�;i '� 198.41 PROPOSED SPOT EL. TH2 °c PROPOSEDTEST HOLE Y h DWELLING ;c`.''•"•�•''''•"•' '''•'•.'.'''•'''.... o 22 CATCH BASIN r ---- FFLR=272' -- / / uTlurr POLE JJ V) . cV FIRE HYDRANT :• c M V O DEMO EXISTING / HOUSE AND GARAGE- MANHOLE COVER 07 �� SEWER COVER �� O �»1 S �,..�'�� t; / GAS METER / CIV EXISTS O / N G GOO GAS SHUT OFF O�ge FRAME 9• / h�`gro°�� LIGHT FI S F100219 o MONITORING WELL j G ` BE R Et. 6.14 GQ �'s BED S \' O° WATER SHUTOFF \ �ZSJ OG C GUY WIRE 35.5' n SIGN // 1 "�•'�. �Z3 �24 7 N W WATER LINE G GAS LINE OHE OVERHEAD ELECTRIC j WQRe LIM/T L/A/E- _T&E COMMUNICATIONS w 1 O E ISTIN ` 100' OFF T—Op' "�'�'+��C �� —... —X—X— FENCE COASTAL BANK _"'••- NOTE. NOT ALL SYMBOLS MAY APPEAR MI DRAWING ,L YBE RY X f �cD LANT GS EDGE OF LAWN AT MULCH z MAP 245 I N `,I # 24 LAWN- I EXISTING HEDGE 22 i 00 - OFF TOP COASTAL BANK _ CS\\ 50 _ o e 23 h 0 23 o I \ \ `c EDAGE T OF LAWN I ` _ CH / 13 22 M 77 70 19 20 _ — — FLAG 9 9 18 _ 1 FLAGPOLE FLAG 8 / — r ` 1;7 76 FLAG 7 EDGE,OF DUNE COASTAL 19' T3W AND STAT€• X � { L` M 1$' 0 ` NK ,. FLAGS BY AMW ASSOC. 7 G 6 / O REF. BCC 0 of C H ARE� AZARD ZONE _ FLAG 1 OF MINIMAL FLOOD _ ` ►•'') �6- —_ . F 5 9 IONf k l ZONE VE EL.16 TOWN AND STATE 1° N F 3 _ TOP COASTAL BANK 8 ' 13 CONC. WALKING 9 � — / / EXISTING CONCRETE / STAIRWAY & WOOD RAIL 9\ , f 8 SITE PLAN S EXISTING PATH OF #219 GREEN DUNES DRIVE 2 W. HYANNISPORT, MA PREPARED FOR. - EDWARD & BONITA LESLIE ISSUED FOR PERMIT: OCTOBER 29, 2014 4 SCale: 1"= 20' �I"OF�3 CKET SOUND s 2 \ 0 10 20 30 40 50 FEET p ° DANIELA. G� �o D:f'NIEL � 4\ OJALA ' civil c% OJAI. moff 508-362-4541 q No.46ou2 No.4098U 3� fax 508-362-9880 GISTE �a, �o� 1 downcape.com 0 �SS�ONAL E�CS `�NOSURNE�°� • • • do we c4Ae eo814eer1o491 tor, 2 civil engineers land surveyors to ' �-� 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 LICE # 99-377 DATE DANIEL A. OJALA, P.E., P.L.S. SHEET1 of 2 . 99-377 UPGRADE 2011.DWG I j I SYSTEM DESIGN: j GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR DESIGN FLOW: $ BEDROOMS 0 110 GPD = 880 GPD (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. USE A 880 GPD DESIGN FLOW j ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE (2 REQ.) 2" PEASTONE OR GEOTEXTILE \ TOP FOUND. EL. 26.82' FILTER FABRIC OVER STONEif SEPTIC TANK: 880 GPD (2) = 1760 (FIST COMPARTMENT) 25.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 4"SCH40 PVC 880 GPD (1) _ _880 (SECOND COMPARTMENT) PRECAST H-20 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR USE A 3000 GAL. DUAL COMPARTMENT SEPTIC TANK RISERS (TYP.) PRECAST RISERS 2'o 4"OSCH40 PVC • b, PIPES LEVEL 1 ST 2' 2.5 MORTAR H-20 20 5 j~ 10" ENDS �SIDES EL 21.33 LEACHING: *21.74 TEE 1a" no?ono-T, •: > SIDES: 2 (73 + 11.8 2 (.74) = 251 GPD 21.39' - .. . ° ° oo 9.96' TEE 21.14' ,°o°°°o00 ®�En ®® >00 0 0o0 BOTTOM: 73 x 11.83 ( 74� _ 639 GPD 5.52 °°O°O°O°O°O °o°00000 ,=, 09MIN ® ®�� °o°o°°°o GAS BAFFLE .. °?c000000000, goo°o°o°o °00000°o ) ° O00 ° 000 TOTAL: ' GPD°o°o°o°° °°°o°°°0 1202 S F. r. 890 000000 1900 GAL COMP. 1054 GAL COMP. 20.98 1 °o°o°o°o °o°o°o°o g000;oo° og°oo;000°000;°000000;o°o;000;oo� USE 8 500 GAL. H-20 LEACHING CHAMBERS °0000000r°,o,° ° ,°,0000000�°,o�°,o�°,o,°,o,°,o,°�o,°,00000° " H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ( ) 3/4"-1-1/2 DOUBLE WASHED STONE (8) UNITS REQUIRED ' ALL AROUND PRECAST STRUCTURES (ACME OR EQUAL) WITH 3.5 STONE SIDES 2.5 ENDS. 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS To OUTSIDE OF STONE: 73.00' X 11.83' COMPACTION. (15.221 (21) N 1 NOTES ( 2.5X SLOPE) 11.3' BOTTOM TH-1 ( 1 X SLOPE) ( 1 X SLOPE) NO GROUNDWATER FOUND 1. DATUM IS NGVD29 FOUNDATION 11 SEPTIC TANK 13' D' BOX 33' LEACHING 2. MUNICIPAL WATER IS EXISTING H-20 3000 GAL FACILITY DUAL COMPARTMENT H-20 D69 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. i :4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 1 H- 20 ° 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE' IN ACCORDANCE WITH 1 MASS. ENVIRONMENTAL CODE_TITLE 5. t � 7. THIS PLAN IS FOR PROPOSED, WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. i I 1 P#10,389 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. I TH1 SOIL EVALUATOR: RICHARD JUDD, R.S. TH2 SOIL EVALUATOR: RICHARD JUDD, R.S. BOH: DAVE STANTON RS BOH: DAVE STANTON RS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED EXCV. ELLIS BROS. EXCV. ELLIS BROS. WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION DATE: 12-6-02 11 AM DATE: 12-6-02 11 AM OBTAINED FROM BOARD OF HEALTH. EL. 22.3 - 0" EL. 24.5 - 0" 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FILL 22" FILL 30" DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION I A HORIZON A HORIZON OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO j SANDY LOAM SANDY LOAM COMMENCEMENT OF WORK. 10YR 3/1 34„ 10YR 3/2 33" ' B HORIZON B HORIZON 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. FINE SANDY LOAM FINE SANDY LOAM EL. 17.6 10YR 4/4 56" EL.20.33 10YR 4/6 50" 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE Cl HORIZON Cl HORIZON REMOVED 5' BENEATH AND AROUND THE PROPOSED COARSE SAND P RC RATE: <2MIN/IN. COARSE SAND LEACHING FACILITY. 2.5Y 5/6 24 GAL IN 5:17 2.5Y 5/6 10% GRAVEL 86" 10% GRAVEL 65" 13. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS I C2 PERC RATE: <2MIN/IN. AND RE-CONNECTIONS WITH APPROPRIATE VENDORS. 24GALIN8:21 C2 HORIZON C2 HORIZON 14. INSPECTIONS REQUIRED BY OWNERS ENGINEER, 24 HOUR FINE SAND FINE SAND 2.5Y 6/4 2.5Y 6/4 NOTICE REQUIRED FOR ALL INSPECTIONS. EL. 11.3 132" EL. 14.5 120" NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ` TEST HOLE LOGS 1 i HEAVY DUTY H-20 COVER LABELED "DRAIN" F&C DRILL (2) 1"0 HOLES IN COVER COMPACT BACKFILL IN 6" (4) TOTAL ON DRAINAGE 8" H-20 F&C LIFTS (TYP. ALL DRAINAGE) MIRAFI 140N FABRIC OVER H-20 I PRECAST . . it FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"0 HDP DRILL (2) 1"0 o i \ AS REQ. ADS N-12 OR EQ. HOLE � SRI ADJUSTING COURSE ." '. SET L INV. SNP) 4 X4 OAK CURB STOP MARKER PAINT BLUE ° • PROPOSED 2.0' ( P. H-20 C.B. TRAP LEACHPIT. INV. 12"0 HDPE PIP CARE SHALL BE TAKEN NOT TO DAMAGE LISTED 6'OX6'-8" SHOREY t WATER SERVICE DURING HOME CONSTRUCTION. j H-20 LP OR EQUAL INV. LISTED 2' IT IS SUGGESTED To BURY THE COVER 6", ` H-20 CATCH BASIN THEN TELESCOPE TO SURFACE ONCE LANDSCAPING �T.ONE:..• 4' MIN. SUMP IS COMPLETE. SET OAK, MARKER 6" CLEAR MIN. 4.''•MIN AROL1 PIT q j • •Y W-6" X 4' I.D. SHOREY SOLID 6" STONE UNDER 4'II!D. ECCENTRIC TOP I 3/4"-1-1/2" DOUBLE WASHED STONE (TYP.) n � STAINLESS STEEL SECTION TH R U D RAI NAG E WIDE BAND STRAP ON SERVICE SADDLE D i TELESCOPING CAST IRON � CORPORATION COCK MUELLER OR EQ. 3 (110 COMPRESSION) SERVICE BOX AND COVER z BUFFALO 94E OR EQUAL MAINS WET TAP UNDER FULL PRESSURE ONLY. COMPACTED FILL TRACING WARE-#12 THHM, SOLID COPPER i -11 /` BLUE IN COLOR • _ :IIIIII: 6" LOAM ac SEED DISTURBED AREAS _11I CURB STOP 8" H-20 Face (TYP.) 1�, 11 (� 1" MUELLER OR EQ. FILTER FABRIC UN R -I 8"WATER TURN LEFT j GRATE USTABILI ES MAIN TO'OPEN` SLEEVE ANY CROSSING UNDER SEWER WITH 2" SCH40 PVC 20' SECTION CENTERED ON SEWER. 18" MIN. VERT. SEPARTION REQ. AT CROSSING, SEE GENERAL NOTE 18 ON SHEET 1. ADJUSTING BLOCK$M-20 RISER DOMESTIC SERVICES TO BE 1" 200 PSI CTS PLASTIC LINE TO DISTRICT SPECIFICATIONS SLEEVED WHERE REQ. MORTAR ALL COMPONENTS (TYP) j DOMESTIC SERVICES ON SAME SIDE OF STREET AS WATER MAIN SHALL CONSIST OF 8' OF PLASTIC, OR AS ;r r NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER o00000000 a" MIN. PEASTONE DOMESTIC SERVICES ON OPPOSITE SIDE OF. STREET AS WATER MAIN SHALL CONSIST OF 33' OF PLASTIC, OR AS ° 0 , o.00p-ooj AND MIRAFI 14ONS NECESSARY TO HAVE THE CURB STOP INSIDE THE PROPERTY LINE BY 2 FEET, A CORPORATION, CURB STOP, BOX, AND MARKER 4"oSCH-40 PVC AT 27G MIN °°,°°°°°0 000000000 SLEEVE ANY CROSSING UNDER SEWER WITH 2 SCH40 PVC 20 SECTION CENTERED ON SEWER 000000000 000000000 FABRIC OVER STONE - " FROM ROOF DRAINS o00oo0o.o S'-O" X 6'$ 000°oo°0000 o00000oo°o H-20 p 00000oa°oo - 0°0°0°0°0 600 GAS„ to 0°0°0°0°0 - °°°°°°° °°°°°°°°° TRACING WIRE SHALL BE INSTALLED AND SPACED 12 INCHES ABOVE AND DIRECTLY ON TOP OF THE PLASTIC TUBING. CARE SHALL BE TAKEN SO °°o°°o°°o°°o° LEACHPIT o°oo°o°°o°o° 0 0 0 0 0 o 0 0 0 0 0SgogBgog SHOREY OR EQUAL 10 010 0 THAT THE WIRE DOES NOT COME IN CONTACT WITH THE PLASTIC TUBING. WIRE SHALL BE STRIPPED AND WRAPPED AROUND THE C.C. THREADS OF THE CORPORATION AT THE WATER MAIN WITH ONE ADDITIONAL FOOT OF WIRE LOOSELY TIED To THE CURB STOP. °°°°°°O°° G°°°°°°°° o°o°o°o°o o°o°o°000 000000000 000000000 000°0°000 _ 000000000 0 0 0 0 0 000000 - aoaoaoaoao 0 0 0 000 0 0 0 0 0 0 0 0 o coo.0o00000 0 0 0 0 0 0 ° o ° ° ° ° o 0 0 0 0 0 ° ° ° o 0 0 DOUBLE WASHED STONE / WATER SERVICE SECTION 4' MIN. AROUND PIT ac 6" UNDER PIT NOT TO SCALE ROOF DRAIN SECTION NOT TO SCALE I • j 1 - TOWARD SITE EXCAVATION a x 2" X 2" X 36" WOOD POST WD. POST 1 8' MAX. C.C. MIRIFI SILT FENCE OR EQUAL j i FABRIC DETAIL SHEET Y PLAN VIEW TO ACCOMPANY 1'0 COIR FIBER WATTLE NTS METHOD FOR JOINING SILT FENCE SECTIONS SITE PLAN POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS OF AROUND EACH POST AT LEAST ONE TURN 1 NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CHORD U WIRE TO #219 GREEN DUNES DRIVE i PREVENT FLOW-THROUGH OF BUILT-UP EXCAVATED TRENCH SEDIMENT AT JOINT. COMPACTED BACKFILL W. HYANNISPORT, MA NOTE: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER PREPARED FOR CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. EDWARD & BONITA LESLIE ' 3. DRIVE POST INTO GROUND AND LAY THE TOE-IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. ISSUED FOR PERMIT: OCTOBER 29, 2014 SILT FENCE INSTALLATION, 1„ 1'- 0'' I i OF�ssgcy N of - �o DANIELA. ��, o DANIEL o OJALA � A. c' CIVIL en � OJALA N off 508-362-4541 No.48502 No.40980 fox 0�``� °�'ESS%o� , do nOcope.com80 ss'°NAL LNG 9"°SURj�y� we cape engineerin8, Inc. civil engineers f land surveyors O J ( • 939 Main Street ( Rte 6A) I / ~ YARMOUTHPORT MA 02675 DATE DANIEL, A. OJALA, P.E., P.L. D cE # 9 9- 3 7 7 SHEET 2 of ,2 99-377 UPGRADE 2011.DWG i ADDRESS: #219 GREEN DUNES DRIVE, WEST HYANNISPORT, MA ASSESSORS MAP 245 PCL 24 PLAN. REF. LCP 13907 B LOT B, LCP 15694 G LOTS 51 & 52 (ALSO 4/30/01 DCE ANR INTO 2 LOTS SHOWN- APPROVED 6/ x 4/01) ZONING DISTRICT: RD-1 43560 SF 20' FRONTAGE RD-1 SETEACM: 30' FRONT, 10' SIDE, 10' REAr, MIN. LOT WIDTH 125' MAX BUILDING COVERAG' 25% AD GROUNDWATER OVERLAY DISTRICT: 'AP CRNU (ALSO ZONF 9, A13 & V16 ON LOT) FLOOD ZONE: HOUSE IN ZONE C', EXISTING USE: SINGLE FAMILY T3SIDENCE 'PROPUM _IJM- SINGLE FAMIL'�' RESIDENCE z z 41 7,9 X' C, LOCUS b(,5 22 SQUAW ISLA c �o DRIVE- NANTUCKET SOUND Q) N N 4-� LO C/l MAP SCALE 1 2088' 0,> 7' N �0 Q? tx 4� V �\C) Nc� V �n �0. C51- Y 61 A c� x 61 cq, V NrC) xq� NO, xrl� V. rl x < EXISTING LOT LINE (COMMON -�NNERS�"P). 15 0 X" (0 ?) -- ---------------------- 09 23 OF x 0 LOT 1 I- 1 .01 A N4 2�3 AC, '(1.62 UPLAND 0.65 WETLAND) x Q; 24 xe 19 x 0 lb < J) CN 0 @ < V, v) MAP 24 `181) 24 xl�l' X' 61 01 # 2119 �kcv, 4� c N�D 41 d� x Xr z LEGEND ANN C� 0 EXISTING CESSPOOL C�- FL(fOD LIGHT GROUND LIGHT X, tx 0-\- EXIST. FLAG r-El ELECTRICAL RISER N b EXISTING CONTOUR x Lo Q> X, xll� 2,3 23, +49.40 EXISTING SPOT GRADE (SURVEY) (0 Ko SPOT-GRADE X* 22 NO z O/vE �s W— WATER LIINE )NE, N VD, —G— GAS LINE \0 <1 (D Q, 0 ----------- c� L 4s 71, -_R SHUT OFF 76 �9- 10 ell rbo A-7 12 -b G CIA 77 b, ZONIE C Q� 0 B ZONE 43 Tl 4111- 9 1 S T I N G C ONS 97 9 x IAN. (9" 7 x1l OF I/ 1"iln IN Aip rl jw 4 V16 �j ---------------- A F_V� VE � , ii 7 4,9 ,Qu T -b 7 x 2 Zo -0 U 'D "OR.- -7 Nl, inv A�j juxXi 0 - ; ;,i 'kTITA LES' D WA R I U, & 3 x- N�b S -6 -21-02 /Q1 CUE: 1 10' OATE 11 x 4� 4 20 0 20 40 60 Feet 01� off�508-362-4541 fox�508 362-9880 I.n C. do wn Cape en -7g In e erll >c kip"-JT SO C/VIL ENGINEERS NANTUCI LAND' SUR VE YORS x -IPOR T, MASS. ARN E H. OJALA PLS, PE DATE 9,39 Main Street YARMOU T1 NOTE: RESOURCE AREAS MAY BE APPROXIMATE ON THIS SHEET ONLY. E xISTING CONDITIONS TO BE VERIFIED BY! CONTRACTOR. X N',.�:I)FY DESIGN ENG-INEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. Dt�" E OF SURVEY - 11 -02 NOT�F'Y DIGSAFE, ALL UTILITY LOCATIONS APPROXIMATE AND ARE NOT COMPLETE ARNE H. OJALA PLS, PE DATE 0 U) > Q > > 0 :�E c- m m r (b (b 0 m m 00 c_ C/) > > �0 F U) 7� z q c c m F 0000 C/� m > 0 K - m -mi 0 > z 0 �70 -7j r i, <4 z m ::z t.A Z,u (b m m 6. Q� FT� F Q ts 0 m F� 400 C) LA 0 FTI 4�1- (.0 S 0/1 < > m U) LESLIE RESIDENCE 219 GREEN DUNES DRIVE WEST HYANNISPORT, MA FIRST FLOOR ELEV. 27.33 GARAGE FIRST FLOOR ELEV. 27.81 CABANA H-20 CONC. COVER A_ PEA540NE v BLOCK UP D-BOX, 24"I.D. RISER FILTER FABRIC H-20 RATED CONC. TO WITHIN 6" OF GRADE (TYP.) FIN13HED GRADE 3' MAX. OVER PRECAST SEPTIC SYSTEM #1 DESIGN DATA TO GRADE. MORTAR ALL COMPONENTS OVER ST0 NE TITLE 5 FLOW: NO GARBAGE DISPOSALS ALLOWED PRECAST H-20 ONE BEDROOM OVER GARAGE: 110 GPD RISERS` TYP.) POOL CABANA- EST. 22 SWIMMERS X 100PD = 220 GPD *A IF 2'0 TOP OF CONCRETE EL. 23.0 MORTAR A BLOCKS OR TOTAL DESIGN FLOW: 330 GPD ALL COMPONENTS .1 3' INV'S EL.22.0 PRECAST RISERS SEPTIC TANK: 330 GPD (200%) = 660 GALLON REQ. (1500 GAL. MIN.) 5' UNSUITABLE SOIL REMOVAL 215 USE 1500 GALLON H-20 SEPTIC TANK 11 00 0 000 0 USE C LAYER CLASS I SOILS FOR LEACHING ROM r 0 P 10 0 1 p En�l 0,0 00 :4 n . TEE 1 00". I I 1 0 mm g.;gg 0"O".go TEE -CL) 0 0�0, LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED. 4"OSCH40 PVC Ir I 00-Ho.0--, 14- 'r '111 .18" 10" v T 22=68 11' AT 2% 0', '0' 00001, �080�0 USE (3) 8.5'X4.83'X 2'EFF. DEPTH LEACHING GALLEYS W1 3' STONE 15 8 AT li �000� 1.� .0 0 00 '0." 00 GAL H-20 0 0-060 - 0 18' MAX. AT 1% 0 06. 4"OSCH40 PVC u t 0 uo� oaoaoaoa 60. AT SIDES AND 3' STONE AT ENDS (31.5 X 10.83' OVERALL DIMENSIONS) SEPTIC TANK GAS BAFFLE 0)00000 00000000, 1 � 0.,-,"-. 00 10 0 Mo�,.- GARAGE 55 AT 1.5% 0 4"08CH40 PVC U0,0,606i 0�0�0�011 09. 0 0�0� BOTTOM CAPACITY = 31.5'X 10.83' = 341 SF X 0.74 = 252 GPD CABANA 32' AT 2.5% 4' LfQ. LEVEL PIPES LEVEL 1ST 2 SIDEWALL 2(31.5'+10.83') X 2.0'= 169.3 SF X 0.74 =125 GPD C-A _09_010AC \ EL. 20. BOTTOM REMOVAL 510 SF 377 GPD O.K. ME 22.35/ 22.1d H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST ELEV. 20.3± V.I.F. ..7 OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. I (3) UNITS REQUIRED -76--GRAVEL'& MECH. 11 20 D 13OX GN 12" GOMPAGTED GRAVEL 3/4"-11-1/2" DOUBLE WASHED STONE 3' MIN. COMPACTION (TYP.) v. ACME D85 H-20 OR EQUAL AT -SIDES AND ENDS OF PRECAST STRUCTURES 55 OVERALL DIMENSIONS TO OUTSIDE OF STONE: 31.5 X 10.83' SEPTIC PROFILE SYSTEM #1 APPROX. SCALE: 1/4" l'-O' EL. 14.5 BOTTOM TH'S NO GROUNDWATER FOUND -FIRST FLOOR ELEV. 28.0 H-20 CONC. COVER H-20 CONC. COVER Y PgARTONIZ AA FINISHED GRADE 3' MAX. OVER PRECAST SEPTIC SYSTEM DESIGN DATA FILTER FABRIC . #2 BLOCK UP D-BOX, 24-I.D. RISER H-20 RATED CONC. TO WITHIN 6' OF GRADE (Typ.) /TO, GRADE. MORTAR ALL COMPONENTS TITLE 5 FLOW: A GARBAGE DISPOSALS IS ALLOWED ON THIS SYSTEM ONLY PRECAST H-20 z Yffliffm F6 �T- PRECAST H-20 OVER STONE R15 k I T t . RISERS (TYP.) MAIN HOUSE: 5 BEDROOMS (INCL. OFFICE) 5 X 1 t 0 550 GPD 2.0 2'o TOP OF CONCRETE EL. 20.0 MORTAR A BLOCKS OR TOTAL DESIGN FLOW: 550 GPD COMPONENTS• 4. INV'S EL.19.0 PRECAST RISERS SEPTIC TANK: 550 GPD (200%) = 1100 GALLON REQ. (1500 GAL. MIN.) X2 -20 21D. 5' UNSUITABLE SOIL �Ek,'OVAL USE (2) 1500 GALLON H-20 SEPTIC TANKS PER 15.226 ;0 );0 010 0 0 0 . _. .:.. �0� 0 0,0, ROM 0 En F= El F�l 0 Fn n 14" '[-.-. - I I - - 115 $F LEACHING AREA REQUIRED. 1.1, , LFACHING: 550 GPD X 20.16 10" 14" 0 19.83 10" 0") 0.0 0 rl FM r",rn!7 0., 1.5/0.74 GPD/SF =1 TEE 0 20' AT 1.5% TEE '0 �'7) 8.5'X4.83'X 2EFF. DEPTH LEACHING GALLEYS W1 4' STONE 4701- TEE TEE N 0. � P, �p7r . 0 pq_ F.-I AT S�, ,Q po 0. u.�, . _.R R , ,, ., 1 11 1 � �e I I 3 0 R I- -20 N_� S Al 0 P 1500 GAL H 1500 GAL H-20 AND 4' 177(-.NF AT ENDS (F8' X 12,�3' OVFIRALL DImENSIONS) Ki" C��42 T. I 0; 31' AT 1% 0., �0�0�0� E�,L� 10 4"OSCH40 PVC I 00go.,-0, SEPTIC TANK #1 GAS BAFFLE 0 0 0 4"OSCH40 PVC 000,u)o 0'0'00�o -'.0. 4' AT 2% SEPTIC TANK #2 GAS BAFFLE 0 1010000 lio� 0 0fl BOTTOM CAPACITY = 68'X )2.63' = 872 Sr X L�_, 6j"j- PIPES LEVEL 1ST 2' SIDEWALL 2(68'+12.83') X 2.0'= 323 SF X 0.74 239 GPD 4' LIQ. LEVEL 4"OSCH40 PVC 4' LIQ. LEVEL 1 4 1 __ - )% - -_ - I \ EL. 17. 1195 SF 884 GPD O.K. ACME OR EQUAL 19. 19.31 H-20 500 GAL. LEACHWG CHAMBER BY ACME PRECAST BOTTOM REMOVAL ELEV. 17.6± V.I.F. 'AL H T. OR SHEA CONC. PRODUCIS 'DRY WELL 500 -20 OR EQUAL. (7) UNITS REQUIRED 6" GRAVEL ME61 1. 6 GRAVEL & MECH. 11 20 D BOX ON 12" GOMPAGTED GRAVEL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. COMPACTION (TYP.) COMPACTION (TYP.) ACME D69 H-20 OR EQUAL AT SIDES AND ENDS OF PRECAST STRUCTURES 5.7' OVERALL DIMENSIONS TO OUTSIDE OF STONE: 68' X 12.3,3' 2 SEPTIC PROFILE SYSTEMk5 APPROX. SCALE: 1/4' 1'-0' OCirl-OM tH'S NO GROUNDWATER FOUND I O A \> 0� O P#10.389 TH1 SOIL E\iALUATCR: RICHARD ::J;�b il,�l SOI[L Rf\-r,ARD JUDD, SOH: DAVE STANTON IRS BOH:' DAB l-11 STANTON IRS EXCV. ELLIS BROS. EXCV. ELUS BROS. DATE: 12-6-02 11 AM DATE: 12-6-02 11 AM 0. 0. EL. 22.3 El.. 24.5 FILL FILL 22" . 30 A HORIZON A HOR170N SANDY LOAM SANDY LOAM 10YR 3/1 10YR 3/2 34" 33" 8 HORIZON 6 HORIZON FINE SANDY LOAM FINE SANDY LOAM EL. 17.6 10YR 4/4 56" EL.90 33 1G I YK 41/6 50" Cl HORIZON Cl HORIZON ARCHITECT. COARSE SAND P--_RC RATE: <2MIN/IN. COARSE SAND 2.5Y 5/6 24 GAL IN 5:17 2.5Y 5/6 10% GRAVEL 10% GRAVEL 82* 86- 65" C2 PERC RATE: <2MIN/IN. 24 GAL IN 8:21 C2 HORIZON C2 HORIZON T f'� FINE SAND FINE SAND 84" DORIEVE N"; 2.5Y 6/4 2.5Y 6/4 H-20 RATED F&C ARCHITECT INC. EL. 11.3 132 EL 14.5 120" BUILDING DOWNS!�OUTS 6- LOAkA '-77, LeBARON L8268-3 H-20 OR EQUAL NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED MANHOLE FRAME AND COVERS 812 MAIN STREET N AREAS (TYP,) LABELED "DRAIN" OSTERVIELILE,MA 02655 6" LOAM & SEED DISTURBED AREAS DRILL (2) 1-0 HOLES IN COVER TEL.508-420-5298 FAX 508-420-2240 CLEANOUTS TO GRADE (TYP.) AS SHOWN TEST HOLE 'LOGS 12")43" CAPE COD BERM CIVIL ENGINEER: 1' TOPCOAT 1,iASS DPW Typi� i ADJUSTING BLOCKS/H-20 RISER off 508-362-4541 2" BINDER MORTAR ALL COMPONENTS 2 4"OR 6"OSoasa � CH-40 PVC AT 2% MIN. (TYP.) fox 508 362-9880 FROM ROOF DRAINS TOP STRUCTURE EL. LISTED ON PLAN 400"00 00 0 10, (TYP.)00 0 4'OSCH40 ROOF DRAIN 00.00-0 C_ down cape engineering, C., 4 .................. TO ROOF DRAINS 2% MIN. IL P CESSED GRAVEL 0 0 _�O 0 00000 0 0 0 0�0,01 CIVIL ENGINEERS . 0 MDPW MI.03.1 VIB. ROLLER COMPACTED 00000�)O�oc 4" MIN. PEASTONE 000000000 000�. SURVEYORS REMOVE TOP & SUBSOIL 00000 000 6'-8' X 6-0 0 '.�?,��" AND MIRAFI 140NS LAND 000000000 0 0000000,00 FABRIC OVER STONE 000000000 000000000 NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL 000000000 H-20 .1 000000001, 9,39 Main Street YARMOU THPOR T, MASS. 000000000 000000000 1000 GAL. TO A DEPTH OF 36" BELOW FINISHED GRADE. 2-9 90900 0 0 0.0000�0000000 LEACHPIT REPLACE WITH NON FROST Sf�'SCETPTIBLE MATERIAL ROOF DRAINS '0"' 0000000,030000(, SHOREY OR EQUAL (LESS THAN 10% DRY WEIGH'T P.�16.;!NG #200 SIEVE) NOT TO SCALE 0 0 000 0 IN 0 0 "000- -0 0,00 NOTES: NOTE: COMPACT ALL FILL 6" LlFr, T'Cl '�5� '00 10 0 0 1000 PROCTOR DENSITY WITH VIBRATORY ROLLER 0 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 0, 0 0 0 8. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 0 r-7 3/4" - 1 1/2 PROJEC (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR PAVEMENT CROSS E G 111-- DOUBLE WASHED STONE EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, NOT TO SCALE 4' MIN. AROUND PIT 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 6" UNDER PIT PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. DRAWN BY: AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD ALSO SEE ARCHTECTU CATIONS FO I R VARIOUS PAVERS CAST IRON TRFNCH AND OTHER SURFACE TREATMENTS R, A I SECTION SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. RAL AND ND SPECIF1 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. P� H TO DRAIN OR EQUAL. NOT TO SCALE AND BARNSTABLE HEALTH REGULATIONS. SCAL: AS NOTED (TYP.N GN PRECAST H-20 TROUGH 3. VERTICAL DATUM IS NGVD29 (MSC DATUM) NGTE� A�`�rA r�7�AIN' •'-AME r, ','CEPT 2' STONE AROUND AND H-20 FrC- SEE PAVEMENT SECTION 0�6000 00i g0*0 (>00 00 0 1 010 _000* 0 000 0-0,0 0. 900 MOM q 0 4. DESIGN LOADING FOR ALL PRECAST UNITS '0 0 0 ,00_,i�o 0 0, DATE: JANtJARY 16, 2004 TO BE AASHTO-H20 UNLESS NOTED. 0� 0 0 0 ;0 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING, 6"SCH40 PVC AT 2% MIN. 6. 6- LOAM AND SEEC ALL DISTU'2BED AREAS NOT PAVED, M6.03.0 SEED, 12- PROCESSED GRAVEL TO ROOF DRAIN (SEE DETAIL) 7. ALL GRAVITY SEWER PIPING 44 SCH-40 PVC UNLESS NOTED 1/8" FT./FT, MIN. MDPW M1.03.1 VIB. ROLLEP C' �JIACTED 8. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEER AND BOARD OF HEALTH AND PERMISSION OBTAINED. 9. COORDINATE UTILITY REMOVALS/INSTALLATIONS WITH APPROPRIATE VENDORS. 10. CONTRACTOR TO VERIFY LOCATION AND DEPTHS AND AVAILABILTY - OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ON THE SITE. 11. ALL ROOF RUNOFF TO BE CONTAINED WITH DRYWELLS, CONNECT DOWNSPOUTS TO DRYWELLS WITH 4"SCH40 PVC AT 1% MIN. AS SHOWN. II TITLE DETAIL SHEET PROPOSED CONDITIONS CIVIL SITE PLAN REVISED: 1-16-04 C3 BLOCKS PRE( H �135 MOM M R&S LL 7a!7.46 Or, - 31 3 PVC 4 O�PIPES 19.4 LEGEND TH1 SOIL TEST NN F BFAC R AD FLOOD LIGHT GROUND LIGHT N, rn m IN z EXIST. FLAG POLE 0 ELECTRICAL RISER 0 LOCUS EXISTING CONTOUR SQUAW ISLA DRIVE _C14 PROPOSED CONTOUR N� NANTUCKET SOUND CY __)0 0 N/F +49.40 EXISTING SPOT GRADE (SURVEY) NANCY A. ODELL 22 DOWNSPOUT LOCATION CONNECT TO DRYWELL WITH 4"SCH40 PVC LOCUS MAP + WATER LINE SCALE 1 2083' _G- GAS LINE 4S WATER SHUT OFF HYDRANT 0 0 HAYBALE + SiLTFEN 150, CE LINE tl DDRESS: #219 GREEN DUNES DRIVE, WEST HYANNISPORT, MA ASSESSORS MAP 245 PCL 24 L) OWNER: EDWARD and BONITA LESLIE 226 MAJN ST. CENTERVILLE, MA 02632 CERTIFICATE # 156945 0 C14 N PLAJ�1�ff. LCP 13907 8 LOT B, LCP 15694 G LOTS 51 & 52 QWN AS LOTS 68 & 69 ON, LCP 16594 M PENDING 4_1 6,X6, AOW SHO 101) 1000 GAL LEACHING CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. ILA CATCH BASIN RIM 19.8 939 MAIN STREET YARMOUTHPORT,MA 02675 TOP STRUCTURE 18.0 Cv ARNE H. OJALA PLS, PE N. DANIEL A. OJALA, PLS, EIT N\ PH. 1-508-362-4541 FAX 1-508-362-9880 ARCHITECT: DOREVE NICHOLAEFF AIA John A. Dvorsack, Project Manager 812 Main Street �Q, P.O.Box 1034 Osterville, MA 1-508-420-5298 + LANDSCAPE ARCHITECT: -_7 LANDWORKS STUDIO, INC. 10 DERBY SOUARE,,4TH FLOOR SALEM, MA 01970 -1-978-745-7181 PROPOSED t RELOCATED + EXI T4 �SE- VENGi-E FAMILY RESIDENCE WATER LI 4 /1" I WAT —PROPOSED PROPOS8�-,VS�. SINGLE FAMILY RESIDENCE WITH ACCESSORY STRUCTURES DS EA EN RELOCATED ZONE E;,,A!3-& V16 om Lor, FLOCID ZONE: Hou�'� �IN ZONE,C. (ALSO Z HYDIZANT Rt & ZONING.DISTRICT- RD -1 43560 SF 20'� FRONTAGE ---&ASEMENT 6'X6' RD-1 SETBACKS: 30' FRONT, 10' SIDE, 10' REAR 1000 GAL LFACHING - MAX. BUILDING COVERAGE 25% IT. RIM 17.5- MINI LOT WIDTH 125 NOTE: EXISTING T STRUCTURE 16.5 VERIFY ALL BUILDING SETBACKS WITH BUILDING COMMISSIONER LOT LIN PRIOR TO ANY CONSTRUCTION ON SITE COM N OWNERSHIPit % 0 zo C�l GROUNDWATER OVERLAY DISTRICT: AP LL) r- N H + 1. THE L N OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS T'O Cq Id N 4&JJ7�, TE ANY EXCAVATION ON THIS SITE, THE EXCAVATING 0 04 P APPSO PRIOR TO C NTRA R SHALL M.AKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE T 2 7 34 7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 4 ui EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. co DO Ak C,0 toj- I- 9�, - 2. ALL tONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 09 0 68 SION REG$. 7 C PROJECT WORK $HALL CONFORM TO THE TOWN OF BARNSTABLE SUBDRA 8 0 .01 40 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD Up A SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, ROO ft--GAL ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. C41,1R 4 AND BARNSTABLE HEALTH REGULATIONS. N4 _,,'D 4 W RIM .2 SEPTIC SYSTEM 12 Ld ERTICA_ DATUM IS NGVD29 (MSL DATUM) 3. (7) 500 GAL -7- INV. 23.5 SAS- H-20 LEACHING 'r, 4. D GN LOADING FOR ALL PRECAST UNITS R\ '-,AkkSHTO-H20 UNLESS NOTED. GALLEYS WITH 4' To STONE ALL AROUND 0;,6 ry 5. THIS IS FOR PROPOSED WORK ONLY AND IS NOT TO (1195 EFF. SF.) A�l V N BE US 0 FOR PROPERTY LINE STAKING. CY r 6. 6" LOAM ND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. hol-1) -!c I fo 7. ALL GRA.71 SEWER PIPING 4"0 SCH-40 PVC UNLESS NOTED 1/s" FT./F-r. MIN. N + 8. SEPTIC COMPONENTS FOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTIONBY ENGINE&R AND BOARD OF HEALTH AND PERMISSION OBTAINED. co >\ i�ROPRIATE VENDORS. 9. COORDINATE bTILITY REMOVALS/INSIALLATIONS WITH, Ai lip w + H 10_ CONTRACTOR To VERIFY LOCATION AND DEPTHS AND A;AILABILTY OF ALL UTILI�IES PRIOR TO ANY CONSTRUCTION ON Tilt SITE. t1Q) I ALL ROOF RUNOFF TO BE CONTAINED WITH DRYWELLS, Ck�nANECT DOWNSPOUTS TO _C� 0 v (0 + DRYWELLS WITH 4"SCH40 PVC AT 1% MIN. AS SHOWN. NOTE: SEE EXISTING CONDITIONS PLAN FOR ` aELUNG AND CESSPOOLS TO BE REMOVED PRIOR TO CONS!,`VCTIGN LIMIT 5' UNSUITABLE N T 21 1 COORDINATE UTILITY DISCONNECTS WITH APP'__1,,'_'�-1UATE VENDORS. N/ISCEETREMMaL& LIUSEIREIMS LOGS LEE E GAL 1500 1 E VI E SEPT[ C —22 N TANK C*4 IV L cNi N J.- LLs L & L_ - _j 1,4- ii L7L. LL SEPTION&SR6MLP. & SHEILA K. GARGANO SAS- (3 500 GAL H-20 LEACHING N, N? GALLEYS WITH 3' A�l STONE ALL AROUND CG,r, (510 EFF. SF.) L4," L), A8. HSE LIMIT 5' UNSUITABLE SOIL REMOVAL -)3 CO SEE SOIL LOGS ON C14 P 24�' IN 24 1,NI # 219 N_ E ISTIN Nil RY LANT NGS 4 EXISTING X BENCH Ak�l w* EXISTING HEDGE OOF DRAIN k _�I-q col BACKWASH PIT\, X FOR POOL V TOP STRUCTURE 21.0 low 122 CIS R tANDSCAPE NOTES: 4 _D FROM THC FOLLOWING: J 'PROPOSED MITI�ATION PLANTINGS TO BE SELECTE 0) 1 X vi 00 'K BEAR9ERRY- �AR,"Toc"APHY�-C�'�- R*- ARTER�ESIA SSR DUST( MILLE + b - 6 SPREADING 'COTTONEASTER- CO-IfONEASTER ADRES-SUS DWARF CREEPING JUNIPER JUNIPERUS HORIZONTALLIS BLUE MAT MP 24A ROSES- ROSA VIRGINiANA OR CARO,LiNA MARCELLA HEATHER- CALLUNA VULGARIS ENGLISH IVY- IHEDRU',�') SSP WORK LIMIT LINE WINTER CREEPER- E1,,0NYUMUS FORTUNE[ SILT FENCE + HAY BALES OR SIMILAR MATERIALS DEPENDENT ON AVAILABILITY AT THE TIME- OF INSTALLIATION. ED 2) SIZE AND SPACING TC, BE DEPENDENT ON MATERIALS SELE�,T �GS 0) PROPOSED PLANTII� 544D SF AND BEST LANDSCAPF PRACTICES. EDGE OF LAWN U-) AT MULCH PROP SED PLA LO 323 SF -70NE __7 /0 79 -�)o FLAG 9 FLA6 FLAGPOLE e2o C, 7,5 A9 FLAG 7 TOWN AND $TATE EDGE 017 DUNE PROPOSED PLAN TOP COASTAL BANK FLAGS BY AMW�ASSOC. 7 IN EXISTING MULCHED AREA G 6 13 3300 SF FLAG I 16- 7 F 5 TOWN AND STATE 10 F 3 ZONE C TOP COASTAL BANK ZONE 5 E ING EXISTING STORAGE BOX CONC. WALK, ZONE 8 FEMA MAP 9 ZONE A PER EL ONS EXIST= CONCRETE STAIRWAY & WOOD RAIL 8 7 EXISTING PATH ZONE 8 PROPOSED CONDITIONS zo 16 ZONE B-PIR-FEMA MAP ONE A PER EL IONS 7 rr 10 OF LAND 11—N ISPORT WO 11YANN A&IN,-A& MA E A13 EL.12 -9 d""'VEN DUNES DRIVE 6 ZONE A13 EL.12 #21 %xim-rd PREPAIMD FOR: ZON EL.15 off 508-362-4541 ZONE V16 I..L.1-5 JuJud fox 508 362-9880 EDWARD BONITA wSLIE SCALLE: 1" 20' DATE: 11-21-02 -? c down cope engineering, NANT T SOUND (BANK DELINEATION, WLL) REVISED: 12-10-02 Cl VIL ENGINEERS (PLANTING AREA, WLL) (TI1D REVISED: 12-11-02 LAND SURVEYORS r7 (MODIFY HSE, SEPTIC ETC.) '16-04 --]REVISED: 1 20 0 20 40 60, Feet 9,39 Ma'in Street YARMOUTHPORT, MASS. 99-377 ARNE H. OJALA PLS, PE DATE z u u) 0) 0 > C) > > 0 m m r— C_ 0 m M -0 U) ---i C) > Cu -0 > 0 :z m Z r X m Ln Ln m C C 0 4� U) (f) rm P.'00D m > z > z 0 Q) 00) 1,J X m m fll 4 con HE E0- C Fq F— Z ro)l 0 M �7 Fr� tA C) 1\3 0 FT� < _P.. (.0 (-n > m \A