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HomeMy WebLinkAbout0059 PONTIAC STREET - Health 59 PONTIAC ST., HYANNIS A=269 - 67 j i Nov- 25-98 09 : 50 BA _ 'ys DATA:—+ -�� fly ��,,:,,'\o'� a''� � ;"�, �•�_ r :�3AR\4TAHIL•.•� �,a .. RCCv� BY Town of Barnrstab ldd Sr=. DATE: Board of Healsth3 0 1999 '1167 Main Street, 'rI��arulis Ntrl 02 h7traR,f , Susan G.Rbk.R.S. FAC: 3J&•79^b3)a Sunnis Kaufman.M.S F S. Rai7G A Murphy,M.D. V_kRIANCE REQUEST FORM LOCATION F-opera;Address: Sa -iPONT►6-e__ `:=irr b t S Assessor's%lap and Parcel Number: Zaq Ca Size of Lot: VZ-, 0 L,0 S f= Wetlands `Kithin 300 Ft. Yes Subdi,.Isior, `:ame: O Business Narte- APPLICc_k CONTACT PERSON Name:--' K. tZ e v!D Name: ' Ad:re�'"'S0.�2. vA...�tt�• l,¢i�cc-t �2�w--te�5tr�eO,address: ��( (3'ls�sf�l ST �A.2..�-o.�'t1� P one: P.,one* 3c-Z.- f-4S�t FAX: FA.Y: 3�'Z - ctf580 VARIANCE FROM REGULAILC N :.uimRty BEACON FOR VARIANCE illay a'Uch if more sp-.=c•rdcd) ts.-2.t&4 01 N -CA-.0 i►J et t� btt.a.1�t+�r..es ire- 3°Sa tZ� -I,�_efist%rc. be,70mc aed h-o;-7%c stclirpo scr,recz:oing variance regru:sr applicat:orri � _ Four(4)copses of Flan submitted finc:uding sectic sysem :Pans andior rest2 �urt door plyis) l Applica^,t :r:def5ta135 that the 3bL'^.e 5 :lust be zzztified by certified mail at least ten L--s prior te.meeting l date a:app'.icancs expense(for T:t!e V andlor locni sewage regulation variances only) ` r o va.-iancrs o^.i_• Full menu submitted map _) ' Variance request app!icaoor•fee collected(+.inr, tfew"Co-WikaUuc'!nn.d.,geae or.?1vsid: —I,.f eapnno�10 L1t-.4k �R an.ny ynanu rere..L l�ve6•,tc m[t naw:.ix•tnsice to main fulm%e Ile anatu.arfion.t ,o a veil Variance request submitted ai!east !5 days prior to meeting date i �'.A Ri.4>t�=APPROVED Susan G.Rask,R.S.,Citairrran `QT.APPROVED Sumner f�su:man, R.VAL_ Ralph A.Murphy.M.D. P.EASON FCR D!SA?P A. ' 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. December 22, 1999 Timothy H.Covell,P.L.S. land court Daniel A.Ojala, P.L.S. surveys Barnstable Board of Health 367 Main Street site planning Hyannis, MA 02601 sewage system Re: Variance request for 59 Pontiac St., Hyannis designs Proposed 3 bedroom dwelling Assessors Map 269,Parcel 67 inspections Dear Board Members: permits The attached is a request for variances from Title 5 15.214(1)under 15.005 I (Transition Rules) and Barnstable Board of Health's"330 Regulation"(Part VR Section 8) . Our client wishes to permit the construction of a 3 bedroom dwelling on a 12,010 +/_ sf lot at the above-referenced location. The lot resides within a WP District according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available at this time. No other variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3) (isolated lot), the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. We are proposing the addition of a denitrifying system (F.A.S.T.)to reduce the nitrogen in the effluent. On behalf of our client,we are requesting a variance from the Title 5 regulation and Barnstable Board of Health"330 Regulation"to allow a 3 bedroom house on a 12,010 sf lot within a WP District. The addition of a three bedroom home will not appreciably increase the nitrogen concentration in this area, in that the use of the denitrifying system will significantly reduce the nitrogen in the effluent. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: A. Rood I tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362-9880 mass 02675 down cope en,gineefing civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala, P.L.S. surveys December 22, 1999 Karen Rood site planning 3962 Laura Leigh Friendswood, TX 77546 sewage system designs Re: 59 Pontiac Street, Hyannis Dear Ms. Rood: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 permits regulation and a Barnstable Board of Health Regulation. The variances ' requested are as follows: Title 5 15.214(1) Nitrogen Loading Limitations: To allow construction of a 3 bedroom dwelling on a 12,010 sf lot (to be allowed under 15.005, "Transition Rules".) Note: a F.A.S.T. system is proposed to reduce the nitrogen content in the effluent. Note: a two bedroom design (without the F.A.S.T. system) is also proposed as an alternate. Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably in January, 2000. Please check with the Health Department to confirm exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health Abutters to Map 269/67 67 (locus) Hilarion and Florence Zarate, c/o K. Rood, 3962 Laura Leigh, Friendswood, TX 77546 58 Barnstable Housing Authority, 146 South St.,Hyannis 02601 66 Pauline Peters, 66 Woodland Ave., Hyannis 68 Loreen Curtis,48 Woodland Ave., Hyannis 188 Wayne and I. Anita Bednark, 64 Pontiac St.,Hyannis 187 William Johnson and Karen L. 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I .60� a_ - L i • � Q �2 0t7 � 6• r y9 I g 3: 97 I E r97 q4 688 a j -"4C s T ct /02 C A �"► 67 b 71� O lf• 4 /OJ �2 t 129SOA •ror ,.9� C 1 ro 4 ® CCILn N�.o � 93 11 Dc Is3 / 233 I 'b 3s54C 106 -46AC •� ., 09 264C .52AC JAM 04,ft IIQ /. I .344C r _ .41644 �`C• c.C. u326B) 9e 2 t 114. 113 250 " 0 VAr- .18 C It2 G` f' oe Ap Gtop N I a•s�wN rs4o; .2aAC .33AC ZAP sc� • 3'e� a s0L) C tA' b teI fir Sur WI 7J•6" •�►+a REIN. RY AVIS `f ` I••.tra-joa) ORIGINAL _ MAn � 3 9 249 270 291 K 269 1 . 249 2E9 290 209 i No`. .. �, ' Fee y� THE COMMONWEALTH OF MASSACHUSETTS Ej-teAcomputei�4 ��Ihs,�� Yes ` UBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MA`SSAUETT}S Q 1999 2pplication for Migpooat *pgtem Con.5truc�tion P,ermit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) El Complete System El Individual Compno nts Location Address or Lot No. ,S l R*—t_.A,— Gam.. Owner's Name,Address and Tel.No. Assessor's Map/Parcel 1.jI s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 3 /tin t•� S c� 3 1.L�. •4-t Type of Building: Dwelling No.of Bedrooms 113 Lot Size I 7-tc)l O sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3`fC c gallons. Plan Date Number of sheets Revision Date FI A Title gy- Size of Septic Tank Type of S.A.S.( 4:1 'ji,WtS AsrbNti_/'Fti; S.?' Description'of Soils P RyJ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 1 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 to operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 1wisoozar *pztemn Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by .; No �R "`: r Fee ' 6 Entered in computer: , 1 :THE COMMONWEALTH OF MASSACHUSETTS yes PUBLIC,HEALTH)DIVISION. TOWN:OF BARNSTABLE, MASSACHUSETTS , - ` 21pplication for Mi!5pogar.*patent Conearuction Permit ` Application for a Permit to.Construct( XRepair( )Upgrade( ')Abandon( ) ElComplete System ❑Individual Components Location Address'or Lot No. �� - Owner's Name,Address and Te1.:No. j Assessors Map/Parcel t `rb'^-�►..s' . x. 7,C,cA A Installer's Aurae,Address,and Tel.No. ` Designer's Name,Address and Tel.No. y G4-- Q �.mac_� S� �•i ' ;TyPe of Budding ' . , - _ y x '` Lot Size '', pl s ft. Garbage Grinder w a r Dwelling a No of Bedrooms,. q. g ( ) 1 - a Other Type of Butldmg No: of Persons:. Showers( ) Cafeteria:(,, ) w, Oilier Fixtureys . Design Flow = gallons per day. Calculated daily flow �'�`°� gallons: Plan Date ( -" `4•" ``%1:� Number of sheets Revision Date N :•, 'Title Size of Septic Tank �o Type of S.A.S.!4 ' i-1', n' S�SRaa-Irz/ i /yL! S,"('. . ,Description of Soil Nature'of Repairs or Alterations(Answer when applicable) Date last`inspected:., Agreement: . The undersigned agrees-to ensure the construction and maintenance of the;afore described on-site sewage disposal system " :in accordance with the provisions of Title5'of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by-this Board of Health. P . w . .''Signed ` Date ,,;Application„Approved by Date Application Disapproved for the following reasons ,P Permit No.` Date Issued 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 at has been constructed in accordance"-., with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ----------------------------- -----=-- No. �. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Miqu al *proem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( . ) System located at and as described in the above Application forDisposal System Construction Permit.The applicant recognizes his%her duty to comply with Title 5 and the following local provisions or special conditions. :r Provided: Construction must be completed within three years of the date of this permit. f Date: ""�_ Approved by r TOWN OF BARNSTABLE C LOCA7P,,ON 59 A n C, '5trf-Cn+ SEWAGE # /62— VILt,AGE [4 lI o-n n I ,; Q ASSESSOR'S MAP & LlOT INSTALLER'S NAME&PHQNE NO�Z I I Q.CQ u a Va/7 sT rj(ho 6 50 �f 3 3 ,481?q SEPTIC TANK CAPACITY U-00 lW/6n I Lc7 LEACHING FACII.11Y: (typey-ro (size) NO.OF BEDROOMS i BUILDER OR OWNER So mip—ry; PERMTTDATE: ° / . � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by d . 2 3' r 39" r- Commonwealth of Massachusetts -, Title 5 official Inspection Fora i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy R Owner Owner's Na information is required for every y H annisme MA 02601 05/07/20 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, use only the tab Mathieu Rebello key to move your Name of Inspector cursor-do not N/A use the return Company Name key. Norse Rd Co � Company Address South Dennis MA 02660 City/Town State Zip Code 774-722-0271 SI-14140 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. [] Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 05/07/20 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 c Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �. 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Citylrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water.level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts lg Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: 'q **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for PJ1 inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4 System Failure Criteria Applicable to All Systems: cont. Y PP Y (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ o 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. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well t5insp.cloc•rev.712 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Citylrown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered"yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes"or"no"for each of the following for 6H inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were.not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts I= Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 59 Pontiac St v Property Address Gayle P Kennedy Owner Owner's Name information is Hyannis MA 02601 05/07/20 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 68 gpd 9 ( Y 9 (gpd)): Detail: 2019-25,000 2018-25,000 Sump pump? ❑ Yes ® No Last date of occupancy: current Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 7 of 18 . Commonwealth of Massachusetts Title 5 official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: N/A Design flow(based on 310 CMR 15.203): N/A Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): N/A Grease trap present? ❑ Yes ® No Water treatment unit present? ❑ Yes ® No If yes, discharges to: N/A Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: N/A Last date of occupancy/use: N/A Date Other(describe below): NIA 3. Pumping Records: Source of information: pumped every 3 years per owner Was system pumped as part of the inspection? - ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? sight tube Reason for pumping: maint. pump i t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts IRVIF Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 2000 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: N/A feet Comments(on condition of joints, venting, evidence of leakage, etc.): joints tight,proper venting, no evidence of leakage. t5insp.doc-rev.726/2018 TiUe 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is requirequiredd for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: '6' feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) 1500 gallons If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallon tank Sludge depth: 10" Distance from top of sludge to bottom of cutlet tee or baffle 22"--------— Scum thickness 5" Distance from top of scum to top of outlet tee or baffle 81- Distance from bottom of scum to bottom of outlet tee or baffle 14" How were dimensions determined? sludge judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tee's in place in working condition, no signs of leakage or over loading. Liquid level is equal with outlet invert. Tank will be pumped after inspection. t5insp.doc•rev.7/26/2018 Title 5 official Inspection Form:Subsurfaoe Sewage Disposal System•Page 10 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap(locate on site plan): Depth below grade: N/A feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): N/A Dimensions: N/A Scum thickness N/A --- Distance from top of scum to top of outlet tee or baffle N/A Distance from bottom of scum to bottom of outlet tee or baffle N/A Date of last pumping: N/A Date Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): N/A 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: N/A Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): N/A Dimensions: N/A Capacity: N/A p tY' gallons Design Flow: N/A gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is Hyannis MA 02601 05/07/20 required for every y page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: N/A Alarm in working order: ❑ Yes ❑ No Date of last pumping: N/A Date Comments(condition of alarm and float switches, etc.): N/A *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): box is level and solid with no sign of carryover or leaking in or out of box. . t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. 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.): N/A *If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: N/A Type: ❑ leaching pits number: ® leaching chambers number: 4-infiltrators ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 16 Commonwealth of Massachusetts �a Title 5 official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Used inspection camera to inspect SAS, soil found clean and dry.No signs of hydraulic failure at time of inspection.6" of ponding at bottom of SAS 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration N/A Depth—top of liquid to inlet invert N/A Depth of solids layer N/A Depth of scum layer N/A Dimensions of cesspool N/A Materials of construction N/A Indication of groundwater inflow ❑ Yes ❑ No Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/A t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments a 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: N/A Dimensions N/A Depth of solids N/A Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/A t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 I c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately g�c� YCA 3 � [6 O 1' q 3"- a g 3 . 3 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 f - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �9W-I 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ 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:. 11/24/1999 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: design plan shows bottom of test hole EL=26.5 with no groundwater encountered. Bottom of SAS EL=35.17 giving 8.7 seperation Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 I c Commonwealth of Massachusetts �. Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments -u 59 Pontiac St Property Address Gayle P Kennedy Owner Owner's Name information is required for every Hyannis MA 02601 05/07/20 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4(Failure Criteria)and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank-Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 TOWN OF BARNSTABLE I Q 'HET O ,' Cy. �P� o OFFICE OF 13AMNSTAM o BOARD OF HEALTH y MAS& pj �o i639• `00 367 MAIN STREET DMaY°r' HYANNIS,MASS.02601 February 18, 2000 Sarah Ojala Down Cape Engineering 939 Main Street Yarmouth, MA 02675 RE: 59 Pontiac Street, Hyannis Dear Ms. Ojala: You are granted a variance on behalf of your client K. Rood, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 59 Pontiac Street, Hyannis, with the following conditions: (1) If a two bedroom dwelling is proposed, the submitted floor plan showing two bedrooms (2 24 x 48 Cape Ranch) shall be constructed. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) If a three (3) bedroom dwelling is proposed, a floor plan shall be submitted showing a maximum of three (3) bedrooms in the dwelling. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to MA DEP. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms or three (3) bedrooms, whichever is proposed. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. (4) If three (3) bedrooms are proposed, the septic system with an innovative/alternate technology unit designed to reduce nitrate-nitrogen levels, shall be installed. The septic system shown on the plan dated December 4, 1999, showing a F.A.S.T. system shall be installed. pontiac y I (5) A monitoring plan shall be submitted which meets the provisional use approval conditions of the MA Department of Environmental Protection. This variance is granted because it is the Board's policy to grant applicants approvals to i construct two (2) bedrooms on lots of less than 18,000 square feet in size. If an innovative/alternative type system which is designed to reduce nitrate-nitrogen levels and other contaminants is also proposed, it is the Board's policy to approve three (3) bedrooms. Sincerely yours, Susan G. Ra , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs pontiac Nov- 25-96 09 : 50 BARNSTABLE HEALF-F—OE7'T -95 X \tt FEE �O ' BAmswsa x tt I�// RMEC, BY Town of Barnstable Sr'HEL. DATE: 'Board of Health '1167 Main Street, Hyannis Iv A 02601 Orlcc 5CS-790%23S SusYn G.Rz-,k.R.S. FAX 3JS•%SC b3 7a Sur)ser Kaufr.:an.KS F H. Upt.A.Murphy,M.D. V R[ANCE REQUEST FORM LOCATION F-aperc; Address: ASIA 4wel-A no"}-y t s assessor's Map and Parc_I dumber. �v9 Size of Lot: 17-, O L e S F Wetlands `xitFin 300 Ft. Yes Subdi,.Ision `:ame: Business Narne• APPL ICA-1E CONTACT PERSON Name: K. tZ e o)O Name: Addre l.¢tGCtf �Qara-t�x�+o0a.ddress: � ( IAar�! S'F -R4 Phone: 't't5'{` Phone: 3�Z- r-F S 4-1 FAX: FA.X: 3Lz - g880 V a RI.A SCR FRO'MI R EQUAILOTE tU«+Res.) REASON FOR VARIANCE 04-v;1vc.4 if more sP=I-dcd) N t i,t.oa�t�-t �Oh-�o t►-1 cz "ham f'st'rc be cunre!sreJ 51 c?;7%c rfctjpe•scr.r,-ce:rrng vGriance request applicat:orti _ Four(a)copies of clan submitted finc:uding sectic system:tans andlor rzstau art toot plans) Applica^.t understands that the abu^.ers .just be notified by'certified mail at least test Lys prior to meeting date a:zpp:icanccs expense(for T:t!e V andlor local Sewage regulation variances onlyl ' Full menu submitted.•for %oxiances oci} grease trap ) Variance request app.icaaOr:rea collected iv fee rx efey wo-w irtut,c:mn.al.,cto,e vcd wrcme a.i:I --c cve.1r�ee a.-1 xaids 1 o:n.;vnucere'e.�t tscner+u;tat:M�.;.ix•snulce torwtr ru{eei—se (-iy,r w -4-.-r a.dj) Variance request submitted at!east!5 days prior ro meeting date i RiANC=APPROVED Susan G.Rastc,R.S.,Cnairrr an NOT.�PPROvED Sumner Kaufman,M.S.P.H. I REASON FCR D`.SAMO�'ai Ralph A.tvt:nhy,�1.0. tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineefing civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. December 22, 1999 Timothy H.Covell,P.L.S. Daniel A.Ojala, P.L.S. land court surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 sewage system Re: Variance request for 59 Pontiac St., Hyannis designs Proposed 2 bedroom dwelling Assessors Map 269,Parcel 67 inspections Dear Board Members: permits The attached is a request for variances from Title 5 15.214(1)under 15.005 (Transition Rules) and Barnstable Board of Health's"330 Regulation"(Part VHL Section 8).. Our client wishes to permit the construction of a 2 bedroom dwelling on a 12,010+/_ sf lot at the above-referenced location. The lot resides within a WP District according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available at this time. No other variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3) (isolated lot),the system is designed to the i maximum extent feasible and is slated to be completed within 3 years of obtaining the JDisposal Works Permit. On behalf of our client, we are requesting a variance from the Title 5 regulation and Barnstable Board of Health"330 Regulation"to allow a 2 bedroom house on a 12,010 sf lot within a WP District. The addition of a two bedroom home will not appreciably increase the nitrogen concentration in this area. Very truly yours, C*4 Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: A. Rood 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. Timothy H.Covell,P.L.S. land Court Daniel A.Ojala, P.L.S. surveys December 22, 1999 Karen Rood site planning 3962 Laura Leigh Friendswood, TX 77546 sewage system designs Re: 59 Pontiac Street, Hyannis Dear Ms. Rood: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 permits regulation and a Barnstable Board of Health Regulation. The variances requested are as follows: Title 5 15.214(1) Nitrogen Loading Limitations: To allow construction of a 3 bedroom dwelling on a 12,010 sf lot (to be allowed under 15.005, "Transition Rules".) Note: a F.A.S.T. system is proposed to reduce the nitrogen content in the effluent. Note: a two bedroom design (without the F.A.S.T. system) is also proposed as an alternate. Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably in January, 2000. Please check with the Health Department to confirm exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health bl-3 nr .33AC ° 1e♦ .1s•• el A e Ib 63.3 /v♦ CvtE 1ao 144 el-2 - w jshc o 31nC so6 11 23AC eS tom. ' ns 2yec 1� .13 O .26•a e7 ,•7 1 `28� 'O 79 e6 r,c 26a`' /4L t ze•C �� ,�e 0 rNE a ./►�• 2 /9/ M111�S pD S 79 yN ''µ 2 K .x K Q .23at 4 e9 AS AC 144 /Ye 9p 26C la•c 1s.c SAC 6S = t 77 21at ! � 23'c f 40 46 S9 �' If? 139 31K E 22.c 52 13K s 91 is rAG SI SAC 66 aC rac O iz ao- I.qLe` „a •T .ss•e 67 76 fi0 e 20K 21C 26aCi 0 32aC fERMy►E = 48 /47 HK t7.! 68 I ` 517 iC 24AC-S o O h'21 49 o- u 13 AC t7 6c �O b p✓Vo 56 I c �o/ AaC E 69 33 J i .aa•• 12 u� 16 1G oeC a 55 .16AC v /ta y s1•a. CEpgq = CouRr Cowoo 1S J /t1 I • O O �33 3 .59t I as/� er ar.� 1 L1 r =+ //c .1 ta.a c.a1 A. I 2 o 9 3t I �9C a Rs" E ,t97 : UGC r 1012 Ic 129 : ?2� M 8 /994C soAc 104 Ic © - 4 I pc y 93 3 AC 106 153 :•x•c I IZ9-I �► a 26aC .5tAC •46AC e� oa .76" J�N �� I too I I¢ 113 0 I i e AC �' 9oC ' 1 oe RI) N crass wri rt�y: 1 I f 1 Cr^'s� .arm REV. tY AY/S ��►'� ` In•zw., � ORIGINAL ISSU[: r/CD M+tiA 39 249 270 291 h 269 248 us 290 >es7 2" 2t9 I � . 1 Abutters to Map 269/67 67 (locus) Hilarion and Florence Zarate, c/o K. Rood, 3962 Laura Leigh, Friendswood, TX 77546 58 Barnstable Housing Authority, 146 South St.,Hyannis 02601 66 Pauline Peters, 66 Woodland Ave., Hyannis 68 Loreen Curtis, 48 Woodland Ave.,Hyannis 188 Wayne and I. Anita Bednark, 64 Pontiac St.,Hyannis 187 William Johnson and Karen L. Gonyea-Johnson,Box 597,Hyannisport 02647 No. Fee uteri THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zlpprication for Migpaal 6pgtem Construction Permit Application for a Permit to Construct(A)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. CA- {�0,�-`I p� S Owner's Name,Address and Tel.No. Assessor's Map/Parcel 4 mod'- r-4 t Z1v Installer's Name,Address, d Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1 ► sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Z gallons per day. Calculated daily flow Z Z 5 gallons. Plan Date ZO I Zr '-! lj,�t Number of sheets t Revision Date ►-4-JA Title TiT%-1F_;; S S 1T'G- P t-,.-- -} Size of Septic Tank 1-foo Type of S.A.S. IN Fi Description of Soil 15"- 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector - -- - - - ------------------ ---------------------- -- -No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wig;p0al *potem (Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by .3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - Yes. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for Mizpaal 6potem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System D Individual Components +, Location Address or Lot No. ��ptil'[1 Aa S j Owner's Name,Address and Tel.No. tit I S Assessor's Map/Parcel� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1+j Type of Building: - Dwelling No.of Bedrooms Lot Size 2 1 `' sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) ` Other Fixtures Design.Flow ze;> gallons per day. Calculated daily flow Z gallons. i Plan` Date `� ��`� Number of sheets Revision Date n•.: _ Title Size of Septic Tank Type of S.A.S. 14 FI L-;-It a �< Description of Soil Nature of Repairs or Alterations(Answer when applicable) D Date last inspected: s x Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this­fioard of Health. `t Signed Date f Application Approved by Date - Application Disapproved for the following reasons Permit No. 1 Date Issued . --- ---- --- --------- - __ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS � Certificate of Compliance ,rt THIS 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. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector } —`----------------= — -------------'--- No. ; Fee y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5pogal *pgtem Congtructton Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by I tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cope enffiaeering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. December 22, 1999 Timothy H.Covell, P.L.S. Daniel A.Ojala, P.L.S. land court surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 sewage system Re: Variance request for 59 Pontiac St., Hyannis designs Proposed 2 bedroom dwelling Assessors Map 269,Parcel 67 inspections Dear Board Members: permits The attached is a request for variances from Title 5 15.214(1)under 15.005 (Transition Rules) and Barnstable Board of Health's"330 Regulation"(Part VHI, Section 8).. Our client wishes to permit the construction of a 2 bedroom dwelling on a 12,010+/- sf lot at the above-referenced location. The lot resides within a WP District according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available at this time. No other variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3) (isolated lot),the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. On behalf of our client,we are requesting a variance from the Title 5 regulation and Barnstable Board of Health"330 Regulation"to allow a 2 bedroom house on a 12,010 sf lot within a WP District. The addition of a two bedroom home will not appreciably increase the nitrogen concentration in this area. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: A. Rood T • k No. tic-' '"OS�` THE COMMONWEALTH OF MASSACHUSETTS FEE 0 BOARD OF HEALTH "� " 70WAI O F APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Lo at' Owner's Name Z (oC�—o. Map/Parcel# Address Lot# ^� Telephone#q� Clln�I^` installer's Name Q�� w-��Designer's dd =Name Adrr_eesss(`•' �/ ,'7 `7Address v Telephone # 3 Ib 41 Telephone# Type of Building: dGIr_C-e— Lot Size 17-V/'0 Sq.feet Dwelling—No.of Bedrooms Z Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.requ'red) Z gpd Calculated design flow gpd Design flo prov'ded Z Z gpd Plan: Date Number of sheets Revision Date orl Title ,T. E S- .5 IT- Description of Soil(s)_ " ' Soil Evaluator Form No. Name of Soil Evaluator/ Date of Evaluation_ g DESCRIPTION OF REPAIRS OR ALTERATIONS / The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and rt}er awees got to place the system' operation until a Certificate of Compliance has been issued by the Board of Health. Signed / Datj.2 b "6 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ''�',..+"'i�l'rt}tif7YQ`'}+��•''yT f p`r•ti�...r.�y t.l ♦ .ri��,�• . ... � x�-. .-s••./ ..ti.. .-�-..�y� JY"s.. -?^^r,� Y •"'1 r _.�' NO.eZdae72- THE COMMONWEALT�fi' F-MASSACHUSETTS FEE d 4 ✓� (,,2 `�.. BOARD A R'D O F' HEALTH ' /J 1'v:,Z O 1 � APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (� Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components S / lee"/ Lo at' Owner's Name 2 � 1_0 Map/Parcel# Address Lot# Tel # ry ti �7�aJ CALF ;�Z F 1K - ` Installer's Name ��} q g Designer's Name Address � /�/� ' �s Ad dre ss � /56 _ �y3 Telephone# 33 t�y Telephone# k ' Type of Building: Al Lot Size 0 'Sq.feet Dwelling—No.of Bedrooms Z- Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures •' Design Flow(min.requ'red) 2 20 gpd Calculated design flow ? mot/ gpd Design flow provided' Z 2 gpd Plan: Date 1 Number of sheets Revision Date Z Z d1! Title / .v-z-E 5 5 ilL a-s,4,/ Description of Soil(s) Soil Evaluator Form No.d Name of Soil Evaluator J�A�/i� Date of Evaluation _ DESCRIPTION OF REPAIRS OR ALTERATIONS / The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE S.and era ees got to place the system in operation until a Certificate of Compliance has been issued by.the Board of Health. Signed ! Date FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONW�E"ALTH OF MASSACHUSETTS , FEE 401 BOARD OF HEALTH CERTIFICATE OF COLIANCE Description of Work: ❑ Individual Component(s) &� omplete System-, The undersigne ereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned by: 1 at s 1q has been installed in accordance with the rovisions of 3 0 C R 15.00 (Title 5) and the approved design lans// uilt plans relating to application No.dd"/S dated _j//3 Ap roved Design F 2 25.N (g d) Installer A11A 0 v / Designer: Inspector/G Date The issuance of this certificate shall not be construed as a guarantee that the 1s�stem will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 'No. ���� THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH - DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereb ran to Construct ( �Reit ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at g / ---� G?�i h.%� as described in the application for Disposal System Construction Permit No. �6��S 2 dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date —1.�- Q� Board of Health. L_� FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN'"' PUBLISHERS- BOSTON TOWN OF BARNSTABLE �ETHETO OFFICE OF EAMTAXLE, : BOARD OF HEALTH y NAM p °p 1639• 367 MAIN STREET a M \ HYANNIS, MASS.02601 February 18, 2000 Sarah Ojala Down Cape Engineering 939 Main Street Yarmouth, MA 02675 RE: 59 Pontiac Street, Hyannis Dear Ms. Ojala: You are granted a variance on behalf of your client K. Rood, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 59 Pontiac Street, Hyannis, with the following conditions: (1) If a two bedroom dwelling is proposed, the submitted floor plan showing two bedrooms (2 24 x 48 Cape Ranch) shall be constructed. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms:are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) If a three (3) bedroom dwelling is proposed, a floor plan shall be submitted showing a maximum of three (3) bedrooms in the dwelling. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to MA DEP. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms or three (3) bedrooms, whichever is proposed. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health rior to obtaining a disposal works construction permit. (4) If three (3) bedrooms are proposed, the septic system with an innovative/alternate technology unit designed to reduce nitrate-nitrogen levels, shall be installed. The septic system shown on the plan dated December 4, 1999, showing a F.A.S.T. system shall be installed. pontiac `4 (5) A monitoring plan shall be submitted which meets the provisional use approval conditions of the MA Department of Environmental Protection. This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of less than 18,000 square feet in size. If an innovative/alternative type system which is designed to reduce nitrate-nitrogen levels and other contaminants is also proposed, it is the Board's policy to approve three (3) bedrooms. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs pontiac 96 r TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE 14 y&n n I ASSESSOR'S MAP& LOT I. INSTALLER'S NAME&PHOoNE NO�Z . ��J I IQCQ Ll fl �anSfritL�7t)A SDf• V33 °4899 SEPTIC TANK CAPACITY /S"D0 O LEACHING FACILITY: (type-rn#6/J4E1,4or S A-20 (size) `3 X 4 g�S NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: ' • 13' 06 COMPLIANCE DATE: 20 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 j j within 300 feet of leaching facility) Feet Furnished by � z 9 _. P Cl2--20-2 000 R? U 3_ a 2 r DEED RESTRICTION . WHEREAS, KAREN Z. ROOD, EXECUTRIXX OF THE ESTATE OF FLORENCE A. ZARATE ("Owner")of Friendswood, Texas, the owner of real estate located at 59 Pontiac Street, Hyannis(Barnstable), NIA, and being more particularly described as Parcel 1 in a Deed at Book 3098, Page 165 at the Barnstable County Registry of Deeds, WHEREAS, KAREN Z. ROOD, EXECUTRD as Owner of said parcel has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said parcel as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this parcel, NOW THEREFORE, KAREN Z. ROOD, EXECUTRIX does hereby place the following restriction on said parcel in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall tun with the land and be binding upon all successors in title: The land described as 59 Pontiac Street, Barnstable(Hyannis), as referenced in a deed at Book 3098, Page 165 as Parcel I may have constructed upon the parcel a house containing no more than two(2)bedrooms and OWNER agrees that this shall be a permanent deed restriction. This restriction, however, shall not prohibit the expansion of the septic system on the premises to accommodate more than 2 bedrooms if the system, as designed and/or upgraded, conforms with the provisions of the State Environmental Code, Title V and the Town of Barnstable Board of Health Regulations. For title see deed at Book 3098, Page 165 and also Barnstable Probate No. 88P-0270-E1. SaibO'd NIana Aiiu ©b:bT ©c©Z-8Z-93d EXECUTED as a sealed instrume is day of , 2000. IT Karen Z. Rood,Executrix Of the Estate of Florence A Zarate By Sean F. Eagan her attorney in fact State: N.A79.' County: %atT�F- Date: Then personally appeared the above-named individual and acknowledged the foregoing instrument to be his/her free act and deed, before me. otary P�: iTa-')'nP. Blasche' My commission expires: 9/4/2003 s©/so'd N I ena Aiid i P:t7 i 00 E-K-93_� BK 12SS2 F GO6 f 11677 02-2E3-2000 lam' 01 e 2 r POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that I/we, Karen Z. Rood, Executrix of the Estate of Florence A. Zarate, and individually and on behalf of the heirs of Florence A. Zarate do make, constitute and appoint, John C. Stephenson, Richard S. Dubin or Sean F. Eagan as our true and lawful attorney for us and in our name, to represent us in the sale and conveyance of the following described real estate situated in.Barnstable(Hyannis), Barnstable County,Massachusetts: 59 Pontiac Street,Hyannis,MA as described in Book 3098, Page 165 at the Barnstable County Registry of Deeds Our said attorney shall further have the authority to sign, seal, execute, acknowledge and deliver purchase and sale agreements, extensions, deeds, bill of sales, releases and escrow agreements to the purchaser or purchasers; further to sign, seat, execute, acknowledge and deliver all documents including but not limited to, those required government forms concerning the transaction and the reporting of sales to the Internal 'Revenue Service, UREA Formaldehyde Foam Insulation (UFFI) Certificate, Mechanics Lien forms, Real Estate Settlement Procedures Act forms, Disclosure forms, Lead Paint fors, and any and all other affidavits, statements and forms to said attorney the right to receive and disburse on our behalf the proceeds for any sale; and to do all such other things necessary or convenient to accomplish the sale of said real estate as we might do or could do if personally present. Seller warrants and represents that the aforementioned premises are free of UREA Formaldehyde Foam Insulation and hold attorney harmless on account of same. I/We hereby agree and represent to those persons dealing with our agent and attorney-in-fact that this power of attorney shall not terminate on disability of the principal and may be voluntarily revoked only by a written instrument of revocation filed for record in the office of the County Clerk of Barnstable County, except that, if this power of attorney has not been sooner revoked; it shall, in any event, by automatically revoked and terminated and shall become null and void without any further action at 5:00 P.M. on the 31 st day of March,2000. SOi G'd NIand Aiiu 62:PT 000Z-K-933 i I 1 2000. IN W=S$ V4 REOF, Uwe have hereunto set our hands this `F day of February, aL K en Z. 'Rood,Executrix f the Estate of Florence A Zarat6 State of Texas County. GALVESTON Februaryl12000 Then personally appeared the above-named Karen Z. Rood, Executrix and acknowledged this execution of the foregoing instrument to be his/her free act and deed as aforesaid, before me, 11 to day of February, 2000. Conrr,. E::p, 04-28-2001 Notary Public; Helen Cook My commission expires: April 28 2000 SOi£0'a W a n Aiid 0b:V T , 000c-8E-933 O O R S C N D TY. UNIr 1 . 3 4 5 6 7 8 9 10 11 12 13 114 15 16 x rr �6X6 H.C.INTERIOR I 24X66 H. INT RIOR 4 1 2SX6 15 TE EXTERIOR 1 2BX68 9 LIFE EXTERIOR O 6 1 40X66 1Nr RI R IFO 7 FOLD W I N D 0 W S CE D U L E N T HT A 4 24 X 24 12 OVER 1 w 4 4 X 6 QV ER Q 4 I > 10'X 12'P.i.DECK W/HANDRAIL 4 X 16 6 OVER 6 l 0 X l 2 DECK Mr 34 11 4 X 6 1 J 34'-0" � !t/o' 7_1'}1-0 4'_)- 6'_0• 12'-8" 4'-11" 5'-3' S'_ \ Y ` 6.-I- 5.-5. S-7. _ 7•_0. 6'WEi A WALL OR �^ • FOR PLUMBING I (-�/ • iT S:,'„.+ •.r7 • . BATH Rl'• � •<tl' .. ._ II FBOXED OUT—IDO' KITCHEN - c _ BATH (� - BEDROOM N2 :1Ff;o'JL j 11'-10" X 9'-9" /J KFAST L RE115- 5'_3- J'_6• � ( � U 4'-0" e- 3'-6- 2'-8- 8" •� •�.«G :,..-�j - T5'Jn �C MASTER BEDROOM �'J R J 6' R-2• `'�C W 17 -0 X 12'- - t __7___ ➢D4 ry _ .. WRAPPED OPENING- C\ `J-6-%6'-6'WRAPPED OPENING II 2'-4- II • 13'-2" X 10'-2"____ OPEN RNL(END AT CEILING)N DINING II ��cHNr1G uNE LIVING ROOM HEAR H - wR1DOw LOCATION MAY vAR'I\ O ° uOxE J'-0" tlAl- / ° I - '^w o o T Vl W n A I T n ___�___ PAEE� CD > 4'_0" 2'-fi 2'-fi 3'-2- 2 J-fi 2'-•' 4'-8' L2'0112-fi-0" OPTIONAL COVERED PORCH r-z 2' 4X4 P.T.P09T STEP - OR SIMILAR(TYPICAL) SECOND FLOOR PLAN 17'-0" 4 34.-0' FIRST FLOOR PLAN o GENERAL INFORMATION U FIRST FLOOR LIVING AREA =816 S.F. SECOND FLOOR LIVING AREA 667 S.F. N DECK AREA- 120 SF. EI..I COVERED PORCH AREA= 204 S.F. FIRST FLOOR BASEBOARD = 252 L.F. Q FIRST FLOOR GYPSUM =2832 S.F. > SI�Ipp I� SCALE: DATE: PROJ. $: J L G Lll y A FLOOR PLANS 244' X 3413 CARE SHEET #685 JEFFREY A. BARNABY, CPBD to—cesmu5.14e5 L v l n D e s n s DES1°NS�E R O„E.oa E..LY PESE�ES I,S CERTIFIED PROFESSIONAL BUILDING DESIGNERBID q q N N uw c T. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. - STOCK PLAN #S 685 a"aE pEPPP°1�Lo.nuNCE°°N c°PIL°. TEL 508-888-2747 0 �C GESEESTO SE�BROUtNT TO TIE ATTTEENTIONEo 4 508-88 — 747 N°DESIGNS PPION 10-START OF A_ OF 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. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys December 22, 1999 Karen Rood site planning 3962 Laura Leigh Friendswood, T% 77546 sewage system designs Re: 59 Pontiac Street, Hyannis Dear Ms. Rood: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 permits regulation and a Barnstable Board of Health Regulation. The variances requested are as follows: Title 5 15.214(1) Nitrogen Loading Limitations: To allow construction of a 3 bedroom dwelling on a 12,010 sf lot (to be allowed under 15.005, "Transition Rules".) Note: a F.A.S.T. system is proposed to reduce the nitrogen content in the effluent. Note: a two bedroom design (without the F.A.S.T. system) is also proposed as an alternate. Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably in January, 2000. Please check with the Health Department to confirm exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health Abutters to Map 269/67 67 (locus) Hilarion and Florence Zarate, c/o K. Rood, 3962 Laura Leigh, Friendswood, TX 77546 58 Barnstable Housing Authority, 146 South St.,Hyannis 02601 66 Pauline Peters, 66 Woodland Ave., Hyannis 68 Loreen Curtis, 48 Woodland Ave.,Hyannis 188 Wayne and I. Anita Bednark, 64 Pontiac St., Hyannis 187 William Johnson and Karen L. Gonyea-Johnson,Box 597,Hyannisport 02647 ,y bl-3 »� ~ /(0 .33AC o 1�� .a■.a 61 A 11C .a 63.3 ao 4 /.a 22 S9Ac ta.e M SAC 'r bl-2 6 136 16 o / o .31.C. 6o 26rL c 23 K /f6 ./3rt ^ c6.�w•rrl '� 3 .ai.a 9>' + 1 1.3•L� Isac. sT Lent ,0 66 '11� ni 79 2+K 61-I 10 f o3.1 ,■i.s 23AC vv ,A$ACIto .Nr• �Lz O� M/ MIIICES o� /4 1 z as a 76 14% .nµ AC 2?AAC O .64 23K Q 69 ssK .sew 11� 90 26.0 .Nt•• 65 ■ 77 S 65 0 27K 1� E T2►C 52 s59 3AC S 66 ■ 91 If, �6Ac SI 6AC j7AC 3200 f0' LVt... ♦Y• Q no ♦T .as.e 76 00 a 2oC 218iC 67 e O 32K `MNpME 2 4 8IAAC 26C-6 / 7 ' 4 8 68 a7.0 I20 K C OC •PP�f. 'a7 At. !tom o )O r b PlV o6) S6 I s �o� Arc C 69 O I I .17K g 'Psis ' Y .a2" I 33 J A." 55 S'K It �Aof. e .16.0 I j Q t Y 3 M e. S •n'a 34 CEDAR les ~t 6n z CcuRr •as.a +la comoc p 34t '.3 -bay V7 •tea s ILl / I e Q 099 �. y ^ I f R, i gd le � j '�nC S 7 `t ee /02 t129•� r 24C 8 1.994C SOAC 104 Ic 93 I.3s4C 106 IS3 t.b4r ta4ec .c '• 26AC SLAG (ir 04 I n. •rM w 110 /� '` � S Vol" , -344C •al,ti �7j ® T �a o >, (c. a4 y M r (`C• a C. u328B� ae 2 i t 114. zso n IIJ y ' I ?� .39.e �y igK 1Q � ae RS j t .33 a� K® �, .or N ADr aVd zaL� (r ut 1 (I.,.VA .ar,� REV. R7 AY/S I�t'r IMzw-+ ) ORIGINAL ISSOC: An 3 (] 9 249 270 291 M 269 : . _•N� am a29M0 1- • } -__67 - 00 ` y Wo 04#-ef4— 2 IV _ a , r _ 3 ry WALBAN[NE® Itl 64y5! >. ', IC ARCHITECTS'STANDARD FORM o 'z T.O.F. AT EL.41.0 LEGEND ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) �So WATER SHUT OFF VALVE EL40.3t WITHIN 6" TO FIN. GRADE 2" DOUBLE WASHED PEASTi:NE PROPOSED LOCATION EL39,5t 2% SLOPE REQUIRED OVER SYS`;Ev1 ' MINIMUM .75' OF COVER OVER PRECAST EXISTING WATER LINE HYANNIS,39.5t 36.83 PROPOSED LOCATION N D PROPOSED 1.5� RUN PIPE LEVEL Gso GAS SHUT OFF VALVE ^�/ FOR FIRST 2' c E .3s.s3 GALLON SEPTIC J` TO BE LOCATED 36 TANK (H- 10 ) GAS 6H:,lOZ EL36.5 _ PROPOSED OOBO LOCATED LINE FAW (7tJ •, EL38.02 ,BAFFLE EL36,19 o FLOW LINE o LOCUS _ PROPOSED PHONE LINE t6" �`'� TO BE LOCATED 1 6"zf CRUSHED STONE OR M7 ECHANICAL DEPTH OF FLOW = 4' COMPACTION, (15,221 [2)) g, 3.5' O SIDES 10 - 3.5' o SIDES PROPOSED ELECTRIC LINE 00 3 A ENDS 3' ENDS $ F 000o uooS I EL35.17 TO BE LOCATED REQUIRED TEE SIZES: H-20 INLET DEPTH = 10" MIN. BELOW FLOW LINE 3/4" TO 1 1/2" DOUBLE WASHEL STONE PROPOSED CABLE T.V. LINE � OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE -Tv- TO BE LOCATED 39---- EXISTING CONTOUR ( . SLOPE) ( . SLOPE) ( . SLOPE) +38.5 LOCUS MAP EXISTING SPOT GRADE FOUNDATION 10' SEPTIC TANK 19' D' BOX -2" 2' LEACHING FACILITY T1t" LOW OVER HEAD .WIRES SCALE 1 = 1000' ` SYSTEM P 8.7t• -._ ELECTRIC CABLE T.V. TE PROFILE & PHONE WEST SIDE OF WOODLAND AVE. ASSESSORS MAP 269, PARCEL 67 (NOT TO SCALE) EAST SIDE OF PONTIAC ST, FLOODZONE: C, BARNSTABLE PANEL # 6 - e- PROPOSED CONTOUR •ZONING DISTRICT: RB & WP (ZONE II) BOTTOM OF THI EL28.1 x395 PROPOSED SPOT GRADE FRONT: 20' SEE SOIL LOGS SIDE: 10' TH 1 REAR: 10' SOIL TEST HOLE SEE TEST HOLE LOG(S) '`TO BE CONFIRMED BY BUILDING COMMISSIONER BOTTOM OF TH2 Ei,26.5 SEE SOIL LOGS SEPTIC DESIGN:': (GARBAGE DISPOSER IS NOT ALLOWED) NUMBER OF BEDROOMS: 2 PROPQSED DESIGN FLOW: 2 BR x 110 G/D/BR' 220 G/D .StiD`L ABSWPAGW SY57Eil/ USE A 220 G/P REQUIRED DESIGN FLOW 4 H/GH GAPAC/TY/Nf/L7RAT<.1PS H-20 SEPTIC TANK: IW715H 15' Of'STLWE ALGWC 7HE SrDE$ USE PROG/D OS = 440 G/D USE PROPOSED 1,500 GALLON SEPTIC TANK AND 3'a'Sn WE AT 7H£ENDS LEACHING: SIDE AREA: N/A NOTES PROPQS£D 1, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS / D-BOX BOTTOM AREA: 9 83' x 31' 304.7 SF APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING sN ' - SIDES: SF CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE i � PAtPOSED + BOTTOM: ;304.7 SF (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ,. .,.-rr.... 1,.YiAL. �) .7 U4 SF EQUIPMtNI 'IN- 1Ht LUtvSikuGuJw 11hLA FOR VERIFICATION OF LOCATIONS. I ' PROPOSED CAPACITY: '304.7 SF x 0.74 G/D/SF = 225.5 G/D O.K. 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. „ I SEPTIC SYSTEM DESIGN DATA 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM HYANNIS QUAD 0 EL.40.0. f Z 4. DESIGN LOADING FOR ALL PRECAST UNITS O. TO 160,44' BENCHMARKLi 5. THIS BPLAN S S OFOR1 A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND lS NOT TO 1 19• o '`iu.. CONCRETE BE USED FOR ANY OTHER PURPOSE: I BOUND 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL(S). 49.6 `* 39.5 X EL.,41.92 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. �LI I W 39 8'- 40.3 I ASSUMED 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 0.5" INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TEL FROM BOARD OF HEALTH. _ 4g-11 5" RISER 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. _ 40.3 10. PIPE JOINTS TO BE MADE WATERTIGHT. I _ I rn0 MIN 0 402 '� 11. WATER TEST D-BOX FOR LEVELNESS. o �^°' t w 2 'MIN. PROPOSEp 46.6t' 0Lij 1 Z uj o , 9,6�' 2 BEDROOM DLLiNG Q TP,EL 41.0 GARAGE 0 1 9 locus 9 g3' , 3' "' SLAB_ LOT AREA DEPTH (in.) TH1 ELEVATION DEPTH (in.) TH2 ELEVATION 0 . .s 40 EL.40.5 <v 12,010 S F f I 0. A 40.1 0" A 38.5 35'- 0,, v 1 -10 I SAND LOAM SAND LOAM I TH 2 ¢ „j 1NSUT AB E SOIL CLASS: I (SANDS, LOAMY SANDS) I w LINSUTA 1 SOIL CLASS: I (SANDS, LOAMY SANDS) 0 416'-4" I 10 39.3 ( 10 37.7 I 40.4 � (� PERC RATE: < 2 MPI (5 MPI DESIGN) PERC RATE: < 2 MPI (5 MPI DESIGN) LOAMY SAD PRESOAK: 9:48:00-9:53:30 I LOAMY SAD PRESOAK: 10:05:00-10:10:00 �.5t'�`--- p O i 10 YR 5 8 10 YR 5 $ i cv cfj 1 w N TA (24 GAL < 15 MIN.) I N TA (24 GAL. < 15 MIN.) 9': 9:53:30 24 36.5 I � � 0 24 Cl 38.1 C1 9,,: 10:10:00 �� I MEDIUM SAND BOTTOM PERC: AT 42" EL.36.6 I MEDIUM SAND BOTTOM PERC: AT 48" EL34.5 22� // 22 �g // Q w 5b Y&CO I w 50%;G&CO i !-- 66 34.6 66 33.0 r TH1 - MEDIUM. SAND I MEDIUM SAND NO MOTTLING OBSERVED NO MOTTLING OBSERVED 2.SY7/6 2.5Y7/6 NO WATER OBSERVED I NO WATER.OBSERVED I 144" 28.1 144" 126.5 FENCE PROP EOS I P#: 9620 /' 15,983, DRIVEWAY KEY I DATE: 11/24/99 i 507, G&CO: PERCENT GRAVEL & COBBLES ENGINEER: MICHAEL S. FARIA, SE ' Fe (DOWN CAPE ENGINEERING) NCf 1 5 WITNESS: EDWARD F. BARRY VARIANCE REQUESTED: EXCAVATOR: BORTOLOTTI CONSTRUCTION PART 8 SECTION 8A OF BARNSTABLE BOARD OF HEALTH 330 REGULATIONS TEST HOLE LOGS O/ I REQUEST PERMISSION TO ALLOW A 2-BEDROOM HOUSE IN A WP DISTRICT NOT TO SCALE ON LESS THAN AN ACRE. SITE PLAN k �► d off. 508-362-4541 SCALE: 1 ;'=20' TITLE 5 SITE PLAN � , fax 508-362-9880 OF LAND IN down cape engineering, Inc. _ HYANNIS L MA ✓ •• iH of Mqf PREPARED FOR ART ROOD CIVIL ENGINEERS °'`" °f "'As�`� �o�� ARNEH. p°s� LOCATED AT 59 PONTIAC STREET z ARNE \y OJALA HYANNIS, MA 02601 ND SURVEYORS H. 1 CIVIL t310 LA O,IALA No.30792 SCALE: 1 "=20' DATE: 12-4-99 939 main St. yarmouth, ma 02675 BOARD OF HEALTH No. /� ,�j 90 9Ec 4��OQ,� � '�''cf �-G���4 REVISED: . ------ K ( NA MA 1�C % VVV" 20 0 20 40 60 Feet 99-3 4 APPROVED DATES DATE ARNE H. OJALA, P.E,, P.L.S. i _ : , rw+w.ww,ww.w+wpm , • — - I - , r U3, , a JN be- 10 0 Ilk 6-01 i � I l a/�/ f . i j I m y 1 � t i 5 , • "� t� � PC) rl - b L ANENE® 1p . 5 STANbARD,PO►�M Q i 7- I _y I P . _ ✓fit. ,.� �I r�E I rtn— FF ip Tit a Gar. Y4 ---------- _ -- - - j r Y j 1 I 1 f I i i i �Y 2 as � 17 3o, _._._.-_ _ _ ._._._. --- - V---- MADE IN U.S.A. I T.O.F. ATE 41.0 LEGEND ACCESS COVERS TO FIN. GRADE ACCESS COVER (WATERTIGHT) �So WATER SHUT OFF VALVE �/ � WITHIN 6" TO FIN. GRADE 2" DOUBLE WASHED PEASTONE O PROPOSED LOCATION EL40.3t / �EL39.5t 27 SLOPE REQUIRED OVER SYSTEM OF ICOVER75 39.5t ...__ EXISTING WATER LINE HYANNIS PROPOSED LOCATION OVER PRECAST D L3' RUN PIPE LEVEL S GAS SHUT OFF VALVE z 36.63 3 0 38 FOR FIRST 2' vOo TO BE LOCATED m m GAa EL.36.5 � PROPOSED GAS LINEFAw TrC. AH:-10 �o EL36.02 TO BE LOCATED oN EL36.19 00 - LINE4 000o LOCUS PROPOSED 1.500 1 6" CRUSHED STONE OR MECHANICAL �' PROPOSED PHONE LINE GALLON PRECAST TANK COMPACTION. (15.221 [2]) 6 0 16' TO BE LOCATED 2-COMPARTMENT (SEE FAST® TANK) 3.5' O SIDES 10 3.5 O SIDES (H- 10 ) 3' O ENDS 3' ENDS EL,35.17 TO BELOCATED ELECTRICSED LINE DEPTH OF FLOW = 50" H-20 O PROPOSED CABLE T.V. LINE REQUIRED TEE SIZE: 14" 14" TO BE LOCATED INLET DEPTH = 10" MIN. BELOW FLOW LINE 0000 ocog EL34.0 -39-- EXISTING CONTOUR '' c (� SLOPE) (. SLOPE) ( ' SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE +38.5 EXISTING SPOT GRADE LOCUS MAP FOUNDATION 10' SEPTIC TANK 19' D' BOX -2' 2' LEACHING FACILITY LOW OVER HEAD WIRES SCALE 1" = 1000' SYSTEM ELECTRIC CABLE T.V. ►J 1 ►J TE M PROFILE WEST SIDE OF WOODLAND AVE. ASSESSORS MAP 269, PARCEL 67 (NOT TO SCALE) 5.9f' EAST SIDE OF PONTIAC ST. FLOODZONE: C, BARNSTABLE PANEL # 8 5-8" B R NIT WITH HOOD --�- PROPOSED CONTOUR *ZONING DISTRICT: RB & WP (ZONE II) SEE NOTE 1 X395 PROPOSED SPOT GRADE FRONT: 20' A N OV R T RA 7.5t' 1 7 VENT PIP, SIDE: 10' SEE NOTE 2 MICROFAST ® TH1 REAR: 10' I- - - - - -I SOIL TEST HOLE I 20" cLEANouT COVER _ INSERT SEE TEST HOLE LOG(S) *TO BE CONFIRMED BY BUILDING COMMISSIONER ERs 1 ,X1 C ANO T COVER BOTTOM OF TH1 EL28.1 1 1 4" AIR PIPIN I I I I SEE SOIL LOGS 1 A I I I I I i I I SEPTIC TANK BOTTOM OF TH2 EL26.5 SGYL AB51�4P71AN SrSIFM 1!io I I OROEOUALAN. INC. SEE SOIL LOGS 4 H/D'Y CAPAO?Y hVRL 7RA7ZWS H-20 1 Nl7H J5 OF SANE'ALGWC THE SIDES, � I � -I I SFOPC (TYP.) NR M HOUSE 3.. 3'0r S7 WE AT THE DVDS 3 MIN. ABOVE TR AT WA AND 74' At STLWE BELOlY OUTLET FAST UNIT o OUTLET SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) NOTES - - NOTES _ v' NUMBER OF BEDROOMS: 3 1. BLOWER MUST BE WITHIN DESIGN FLOW• 3 BR x 110 C/D/BR = 330 G/D 1. THE LOCA'DON OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS ]00 FEET OF FAST®UNiT 500 GAL`~ 1000 GAL. USE A 330 G/P REQUIRED DESIGN FLOW APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING \ I I J I SEPTIC TANK: CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 2. RUN VENT TO DESIRED "� 330 G/D (2) = 660 G/D (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR LOCATION AND COVER USE 1500 GAL SEPTIC TANK WITH FAST INSERT 1 ?CI P n'T_' T4 Gc"rST " �„ n i -rOF:-'vERIFiCATIvN"Vh LOCATIONS. I PRG►°IRSED OPENING WITH _ - • - -- I 1,500 GALLGW SEPAC TANK INSECT SCREEN. ---- F'zrH'r.'G: 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 A 3. FOLLOW FASTS SPECIFICATIONS. AND BARNSTABLE HEALTH REGULATIONS. PRIOSEO 38" 78^ SIDE AREA: 2 x 2' x (9.83' + 31') = 163.3 SF PLAN VIEW F A R7® IT1 A NTT 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM HYANNIS QUAD ® EL.40.0 _ �_. li x, l TANK 1K1 _. VIEW A-A BOTTOM AREA: 9.83' x 31' = 304.7 SF 4. DESIGN LOADING FOR ALL PRECAST UNITS 1 Z B SIDES: 163.3 SF • • , TO BE AASHTO-H10. + BOTTOM: 304.7 SF Io 16d 44',' NOT TO 'SCALE) ENCHMARK 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO W j 79' o � CONCRETE TOTAL: 468 SF BE USED FOR ANY OTHER PURPOSE. %n 1 BOUND PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/D O.K. 6. PUMP DRY" AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL(S). Z 39.5 1 EL.41.92 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. I Q 39. x40.3 ASSUMED SEPTIC SYSTEM DESIGN DATA 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT W INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1 01 r 1 TEL FROM BOARD OF HEALTH. , Q Q RISER 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. i x 403 10. PIPE JOINTS TO BE MADE WATERTIGHT. Q O �O'MIN. �M 21' x 40.X / ` o I 11. WATER TEST D-BOX FOR LEVELNESS. Z 1 � N n PROP. 3 BR DWELL. GAR Q ' M 46' _ 1 J 9.83' 9 3' I ~ DEPTH (in.) TH1 ELEVATION ( DEPTH (in.) TH2 ELEVATION LLJ O 39.5 a •5 40.3 - - LLJ 0" 0; A 40.1 I O' 0 A 38.5 1 - _ i SAND LOAM SAND LOAM TH2 4 .3 x UN URA 1 SOIL CLASS: i (SANDS, LOAMY SANDS) I 1NSQBI 1 SOIL CLASS: I (SANDS, LOAMY SANDS) 40.4 40 4 (� 10" B 39.3 PERC RATE: < 2 MPI (5 MPI DESIGN) I 10" B 37.7 PERC RATE: < 2 MPI (5 MPI DESIGN) 1 O ! LOAMY SAND PRESOAK: 9:48:00-9:53:30 I LOAMY SAND PRESOAK: 10:05:00-10:10:00 I' O yo, 10YR58 10YR5/8 � I 24• N UITA E 38.1 (24 GAL < 15 MIN.) I UNSUITABLE (24 GAL < 15 MIN.) Cl9": 9 53:30 24" Cl 36.5 9 10:10:00 Il ( MEDIUM SAND BOTTOM PERC: AT 42" EL.36.6 I MEDIUM SAND BOTTOM PERC: AT 48" EL.34.5 2.5 // 207 G& 0 ' 66 50%C&CO 34.6 I 66" 5 C2 C 33.0 TH1 MEDIUM SAND I MEDIUM SAND Z 2.5 Y 7/6 NO MOTTLING OBSERVED 2.5 Y 7/6 NO MOTTLING OBSERVED i •1 1 � NO WATER OBSERVED I NO WATER OBSERVED 144 28.1 144" 26.5 FENCE 9620 LOT AREA TE: 11/2 15g•8�> , KEY DATE: 1/24/99 1 12,010 SFf I 507. G&CO: PERCENT GRAVEL & COBBLES ENGINEER: MICHAEL S. FARIA, SE FENCE X (DOWN CAPE ENGINEERING) WITNESS: EDWARD F. BARRY VARIANCE REQUESTED: EXCAVATOR: BORTOLOTTI CONSTRUCTION / PART 8 SECTION 8A OF BARNSTABLE BOARD OF HEALTH 330 REGULATIONS TEST HOLE LOGS o REQUEST PERMISSION TO ALLOW A 3-BEDROOM HOUSE IN A WP DISTRICT NOT TO SCALE I ON LESS THAN AN ACRE. , 1 SITE PLAN x off. 508-362-4541 SCALE: 1 -20 ' TITLE 5 SITE PLAN fax 508-362-9880 OF LAND IN HYANNIS , MA down cape engineering, inc. PREPARED FOR ART ROOD CIVIL ENGINEERS ��PUH of Mqs ���N OF LOCATED AT 59 PONTIAC STREET or ARNE 9�ti ��' HYANNIS, MA 02601 LAND SURVEYORS - - - -. H. r ARNE H. �Gn ° `� °''ALA SCALE: 1 =20' DATE: 12-4-99 BOARD OF HEALTH No. 6348 -" 939 main St. yarmouth, ma 02675 '° _Q No CIVIL REVISED: � ll/-z�J L G� M� l 2/ s �a � STERN• `�� 20 0 20 40 60 Feet Al 99-364 APPROVED DATE DATE ARNE H. P.L.S. - s . T.O.F. AT EL.41.0 LEGEND ACCESS COVER WITHIN 6" TO FIN. GRADE ��� '''��� ACCESS COVER (WATERTIGHT) y�SO WATER SHUT OFF VALVE EL40.3t / WITHIN 6" TO FI' . GRADE 2" DOUBLE WASHED PEItSTONE PROPOSED LOCATION EL39.5t / 712% SLOPE REQUIRED OVER S`ISTEM 39,5t EXISTING WATER LINE HYANNIS MINIMUM .75' OF COVER OVER PRECAST _ PROPOSED LOCATION E 36.83 _.. - D PROPOSED 1,500 RUN PIPE Lti_VEL Gso GAS SHUT OFF VALVE z IF FOR FIRST 2' TO BE LOCATED � GALLON SEPTIC � m IEL.36.63 E 36.38 TANK (H- 10 ) GAS H-10 - EL.36.5 PROPOSED GAS LINE FAW TT �d o EL36.02 TO BE LOCATED ONO BAFFLE EL.36.19 00000 00`�FLOW LINE `. oor' LOCUS o - -- PROPOSED PHONE LINE _.- - EL3s.0 -- -#= ll 16" '- �' TO BE LOCATED CRUSHED STONE OR MECHANICAL - COMPACTION. 15.221 2 ) go 3' ® ENDS 10 3 3' ? SIDEND5$ DEPTH of FLOW = 4' ( � � I � -.,�` PROPOSED ELECTRIC LINE 0000 __. 000S EL35.17 TO BE LOCATED REQUIRED TEE SIZES: H-20 INLET DEPTH = 10" MIN. BELOW FLOW LINE 3/4" To 1 1/2" DOUBLE WAS> LED STONEIt PROPOSED CABLE T.V. LINE OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE TO BE LOCATED -39 EXISTING CONTOUR, T T ( SLOPE) (� SLOPE) (� s:.oPE) EXISTING SPOT GRADE LOCUS S MAP FOUNDATION 10' SEPTIC TANK 19' D' BOX -2' 2' LEACHING FACILITY 7.1t' LOW OVER HEAD WIRES SCALE 1" = 1000' & SYSTEM P 310FILE 8.7t' - w� ELECTRIC CABLE T.V. WEST SIDE OF WOODLAND AVE. ASSESSORS .MAP 269, PARCEL 67 EAST SIDE OF PONTIAC ST. (NOT TO SC,�LE) FLoODZONE: C, BARNSTABLE PANEL # 8 ,9 PROPOSED CONTOUR *ZONING DISTRICT: RB & WP (ZONE II) BOTTOM OF TH1 EL28.1 x 39.5 PROPOSED SPOT GRADE FRONT: 20' SIDE: 10' SEE SOIL LOGS TH 1 REAR: 10' SOIL TEST HOLE _ SEE TEST HOLE LOG(S) *TO BE CONFIRMED BY BUILDING COMMISSIONER 8 TTOM OF TH2 E 28.5 "'' SEE SOIL LOGS SEPTIC C„ I N: (GARBAGE DISPOSER IS NOT ALLOWED) PROPOSED NUM6ER OF BEDROOMS: 2 DESIGN FLOW: 2 BR x 110 G/D/BR = 220 G/D Sm'L A85ORP770V SY57El/ USE A 220 G/P REQUIRED DESIGN FLOW 4 HI&Y CAPAC/7Y/NAIL IRA rORS H-20 P TI T INK: 220 %D (2) = 440 G/D IN7H .15' Of'S7AN£ALOVC 7HE SYOES USE PROPOSED 1,500 GALLON SEPTIC TANK AND J' OF 57DVE AT 7H£ENDS LLAQHI SIDE AREA: N/A NOTES . AWOPOS£O 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS j D-BOX BOTTO 11 M AREA: 9.83' x =31' = 304.7 SF' APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING V I . SIDES: SF CONTRACTOR SHALL MAKE THE REQUIRED 72.HOUR KOTIFICATION TO DIG SAFE s� PRl.V 02V ± BOTTOM: 304.7 SF (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR , j 1.1�� ...ALCM/J..... ., ;.�,- __.._. .. ,. - � .. _ .... .:..... - ..-_.,. .. ..,.,..•.' F.. : THE f` F .... ., . : �, 4. uv-... �i IN__...,,_-.,..,NS.RUCTi01', AREA 4R` VERIFICATION A_ OF IOC; TIONS. r _PROPOSED ,APACITY. 304.7 SF x 0.74 G/D/SF 225.5 G/D O.K.OK 2. ALL SEPTIC WORK,AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. ' 0 S EPTIC SYSTEM DESIGN 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM `HYANNIS QUAD ® EL,40.0. : DATA 4. DESIGN LOADING FOR ALL PRECAST UNITS I .LI ; TO BE AASHTO-H10. I o 160•44' BENCHMARK 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO W I 19, o ! CONCRETE BE USED FOR ANY OTHER PURPOSE. I BOUND 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL(S). I U EL,41.92 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. j 4g 6�, 39.5 39 x 403 I ASSUMED 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ' LLJ 8'-0.5" "---_$ INSPECTION BY BOARD of HEALTH AND PERMISSION OBTAINED 1 TEL FROM BOARD OF HEALTH. Q 49'-115" RISER 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 40.3 40 10, PIPE JOINTS TO BE MADE WATERTIGHT. 0'MIN• �C, ' 0 , 11. WATER TEST D-BOX FOR LEVELNESS. z p W 2 ' co MIN. r PROPOSEp 2 B 46.6t' o uj N r o EDROOM DOLLING _ I Q ' 9.6�' TF-El.41.0 _ locus , 3' M GA 9'g N RAGE i LOT AREA ~ DEPTH (in.) TH1 ELEVATION I DEPTH (in.) TH2 ELEVATION � 1 9• 3' SLABS - " " 39.5 5 EL.40.3 <v 12,010 SFt I Lj 0 40.1 0 38.5 1 :y : ' 40. (tJ A I A O , 35'- O,. �1'-10 I SAND LOAMR LO 1M I SANDY YR LOAM 1 THE ¢ •3 I F-- UNSUITABLE SOIL CLASS: 1 (SANDS, LOAMY SANDS) • UNSUITA SOIL CLASS: I (SANDS, LOAMY SANDS) 0.416'-4" 10 39.3 PERC RATE: < 2 MPI (5 MPI DESIGN) I 10 37.7 PERC RATE: < 2 MPI (5 MPI DESIGN) I 44. LOAMY SAD PRESOAK: 9:48:00-9:53:30 I LOAMY SAD PRESOAK: 10:05:00-10:10:00 I O O� 10YR58 10YR58 N � 1 (24 GAL < 15 MIN.) I " N TA (24 GAL. < 15 MIN.) " N T 24 C1 38.1 9': 9:53:30 24 C1 36.5 9": 10:10:00 I MEDIUM SAND BOTTOM PERC: AT 42" EL.36.6 I MEDIUM SAND BOTTOM PERC: AT 48" EL.34.5 25 66" 5b�Y&CO 34.6 I Ism" 9A G&C//O 33.0 1 TH1 MEDIUM SAND I ' Z N0 MOTTLING OBSERVED MEDIUM SAND NO MOTTLING OBSERVED 1 Q' 144 28.1 1 N0 .WATER OBSERVED I NO WATER. OBSERVED I M c�• 44" 2.5 Y 7/6 26.5 FENCE PROP ' P#: 9620 I OSep I r KEY DATE: 11/24/99 159.83, DRIVEWAY bo 1 50% G&CO: PERCENT GRAVEL & COBBLES ENGINEER: MICHAEL S. FARIA, SE F (DOWN CAPE ENGINEERING) ENcc j WITNESS: EDWARD F. BARRY k VARIANCE REQUESTED: EXCAVATOR: BORTOLOTTI CONSTRUCTION PART 8 SECTION 8A OF BARNSTABLE BOARD OF HEALTH 330 REGULATIONS TEST HOLE LOGS o/ 1 REQUEST PERMISSION TO ALLOW A 2-BEDROOM HOUSE IN A WP DISTF"ICT NOT TO SCALE ON LESS THAN AN ACRE. SITE PLAN X i ►5. 214��� TITLE 5 SITE PLAN off. 508-362-4541 SCALE: 1 "=20' fax 508-362-9880 OF LAND IN down cape engineering, Inc. _.. HYANNIS MA �� ��H o PREPARED FOR ART ROOD CIVIL ENGINEERS - ��`tN o1 M`'qy �d AR NE H. `�� LOCATED AT 59 PONTIAC STREET - o� AFiNE cJALA HYANNIS, MA 02601 LAND SURVEYORS H• '' civic OJALA " SCALE: 1"=20' DATE: 12-4-99 No.26348 4 .o No.30792 939 main St. yarmouth, ma 02675 �:r:, BOARD_ OF HEALTH 90 �fc ��, Q,wcr �o���� REVISED: ---- �/ Q" NA �G\ MA 20 0 20 40 60 Feet 99-3 4 APPROVED DATE DATE ARNE H. OJALA, P.E., P.L.S.