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HomeMy WebLinkAbout0125 WIANNO CIRCLE - Health 125 WIANNO CIRCLE - - Osterville - -- _— ~ � A = 140 - 091 ; { s 1 f TOWN OF BARNSTABLE G, LOCATION VAS .Lo, C,:r•C -<_ SEWAGE# [ 1 VILLAGE OSVtc6A{ ASSESSOR'S MAP&PARCEL O�1 INSTALLER'S NAME&PHONE NO. R4 �� ay. 5og-S�fo-9dy SEPTIC TANK CAPACITY /5 C) H-10 LEACHING FACILITY.(type) 3-56 O (size) ►/.$x /D NO.OF BEDROOMS f OWNER X)#, PERMIT DATE: COMPLIANCE DATE: 1 0 ' 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 leachin facility) Feet Edge of Wetland eaching Fac ' (If any wetlan exist withi 300 fil leaching facili Feet FURNIS BY . 3 33 • a y-o y8 - 3s- 3 sA - 5°-6 r � �� �Ni. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Misposal 6pstem Construction 3pPrmit Application for a Permit to Construct(VI/Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. / f W/j mvO C 1R 44 E Owner's Name,Address,and Tel.No.(77¢)$72/—3 8 Q9 p�vip PR2�E�-4R Assessor's Map/Parcel /5/& ©q/ 0�T p0 130 X 83 A0*9A15M0 c,£/Wf 026y3 0 Installer's N ,Ad r ss,and Tel.No. Designer's Name,Address,and Tel.No. 8 M 77-XYJ 3 I D, I Avollvice&hvG rvva nv-tics i a. s qO�� Type of uilding: Dwelling No.of Bedrooms Lot Size /P 6 9X sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 414o gpd Design flow provided 43F . 3 gpd Plan Date /�3�//9 Number of sheets 3,/,3Revision Date , � > To Title�, y yo Sx one_ s y srow /2.- w/4"A-.,D C /R C.l�IE 0% 7', Size of Septic Tank /yob 6 Type of S.A.S. CO w L �' �jFj9yr1,BE/L S Description of Soil /14" $/y ^,6 Z• ����G Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenanc o the afore escribed on-site sewage disposal system in accordance with the provisions of Title^ of the Enviro Int ode n t6'p th sys e ope tion until a Certificate o Compliance has been issued by this 13d4d,,o_04eai j Sig�ed Date / Application Approved by Date U � Application Disapproved by Date for the following reasons Permit No. C cl� Date Issued 0—(6—r n.NO. 0 Fee 1 THE COMMONWI_ TH OF MASSACHUSETTS—' Entered in computer: (9, Ye PUBLIC,HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Tipplitation for MispoSal 6pstem. Construction Permit Application forRa Permii to Construct(L/ Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. <ff.iiI c Owner's Name,Address,and Tel.No.(7 74)S-2/-3 T f 7)I-)V/p /P,.q i2 i167 t 4 A Assessor's Map/Parcel e g o _ '�j ( D S i o N, 0 -/ -3 OArf A) �,�c AX/f p 2�3 O Installer's Na e,Ad ress,and Tel.No. Designer's Name,Address,and Tel.No. C$©Y) N s 77- =13 `E ln,v/1KGS i n c r S RF rir/1 Mc Fii,-;Z�(E-- /7 w Type of .uilding: ). Dwelling No.of Bedrooms . Lot Size /;?.6 9; sq.ft. Garbage Grinder( ) Other: Type of Building No.of Persons Showers( ) Cafeteria( ) t Other Fixtures Design Flow(min.required) ./ L�!O gpd Design flow provided !)S L�, ?� gpd Plan Date 30 1/_j Number of sheets V 3 Revision Date 0 O ' a 'To Title PP j9,0 S�t0Ti`C* S�/57�A+ / 2 S C Size of Septic Tank 6 Type of S.A.S. �`u p frw , a,-/V .S Description of Soil 7. 5 Nature of Repairs or Alterations(Ariswer when applicable) 4 Date last inspected: Agreement: The undersigned agrees to:ensure the construction and maintenanc f the afore described on-site sewage disposal system in accordance with the provisions of Titl ofof theEnvironment ode fo'place th syste 4-n�p�r tion until a Certificate o Compliance has been issued by th' B d of aK. Si .ed i + Date Application Approved by Date / (G Application Disapproved by Date for the following reasons Permit No. Date Issued (0, fc) - =------------------------------------------------------------------------------- ----------------------------------------------------- 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 /2 5 w 7�J n i�C� C /R C % has been constructed in accordance:-, with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer'`Y.R�6 i""rc "fa/it -. Cl; #bedrooms 4 Approved design flow 454. gpd :The issuance of this permit shall not a construed as a guarantee that the system will function deli ed:,� Date J�C� j Inspector - ------------------------------------------------------------------------- ------------------------------------------------ No. 1019 .3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 33isposal .pstem Construction Permit Permission.is hereby granted to Construct(VY Repair( ) Upgrade( ) Abandon( ) System located at /2 S LU i A n.w o c L e 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. Provided:Construction must be completed within three years of the date of this permit. Date r " . ". . Approved by , r T't;awn. of Barnstable �¢tME t t Regulatory'Services Ricttat'd �: Sca4,.Inter itn Directol Public Health Divisio11 \vopq i63g. `��i lF0 NtA't 6/� I'hotnas 1�Icl .eart, ��}ic-ectot' -200 Mahn Street.H} t'rtnis, bi: 02liDl Offace: 508-862-4644 C<tx' 508-7904>30+`. Installer& l)e`si«ner Cerfication Fortin' ' Date: , C+ Sewage,Permit# Assessor's NIa .Designer; � - , Y C vz2Erj 1 -s=----`=����;.l�C,�.��ti7� Installer: Address: J Z _ cIci t ess: UOilf Y - (Z f ' t,5�``Z" �C As issued a p rtuit.tc'� instill a (date} --- {in5tallerl • se�iiic s�steiit at l`Z `� . ��iw�u� C'u.ci — - li.a3ecl on t design di'aGvri b`y (address),,� a r-�. +� r?e_�r'✓1 G1'c � s,fit dated (designer) --- ._ — l c c It v that the Septic system referenced above was'instafled.subSfa:ntially -iccordin=' to the design, \yhtch may in.clucie ll�tnot approved changes such.as lateral relocation of the- distribution box and/or septic tank. Strip olit Of r4 aired) 4Nits ills}ic_cted and tile soils were .found satisl:actorv. 1 certify that the ;eh[tc S_vs[ern rv'Pct�nccd rtbut;c; \ as insrnljcd with nt;:jitr chrtrt-es li:r. atcater than IW lateral relocation of lh(c SAS or any vertical relbctation of any coti1pimc ilt of the septic systet7t) but in accordance with State �� I.;cical Regulations. Rian revision or certified a;-Guilt by desii�ner to fg1low.. Strip out(if required) \vas inspected and;the sails were found satisfactory. l certify that_tlac systena re t,tcttci cl "bori:, was constructed in ,�, ,:• ; of the 1`�:A ap oval,le rS olf applicable} itll the otms PATER T. s �. �AcENTIr s Sig1a•tint. C►V1L N0.35109 ; ____, ots�T���: • (Designer's Signature) � � (Al"fix Design. ere) PLEASE RE"l`LTRN r0 BAR tS7 ABLE P'UI3LIC H. AL"rII Dl�%IS1f�N. -C'ERTIFICA:TE. �F, CO�1PLUif,ANCE �tiILL NO BE ISStJ>✓5 UNTIL .BCT.I•.I: 'rHI FORM AXI M : Q_ 1 BUILT Ct1:RD'AR.0 RECEIVED Bl .I HL 13r Ta1��Is YOU. BARN STABLE P'UBLI(- HEAL`r1j .DYVfS]ON. 'S1,211crCaittftctttiort Furm.hc -I4-13:crc. Engineers note This Certification is limited+o an e b. 'r inspec,i ;t oj s n iir.con Y o?ell;s as installed prior tc ba a(fill.-The engineer did not supeivise construction of tile sysipm. The it ,zll r as ur, resoonsil ility i6r it illat,,ula,No.;,Manship backlillinr m specified grades with Preper con'paction and ssttirm dsersov e s as r, ;:ir or i!rc design pia t. t U$PS TRACKWG# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 940 52 9122704 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service J. 'Town i.fft2tciastable leaiLl°i7Dtvis;ion 8 . 200 Main-Street Hyannis,"I MA 02601 � I I I 1Fily{!11111,111l1ijli rill!,:&])11llil Ili'll]illli1i11i11111l i f THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) � C I M A DATA ;1—. • • o • • DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse /y� 1' j Agent so that we can return the card to you. X' t"'a` A., /❑_ Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date f D livery or on the front if space permits. 06 b Ill 1 Js delivery address different-from item 1? ❑Yes T eliveryry�ddress 6ei6vv ]FNo U.S. BANK, IATIONALASSOCIATinN__� I III IIIIII IIII III SSS�——ter U'cv O=Pnonh' ,ignature ❑Regist,. tignature Restricted Delivery ❑Registep _. Hestrlcted 9590 94W sd Mall® Delivery d Mail Restricted Delivery I eturn Receipt for Ek on Delivery erchandise 1 1 f- f• i< ± ! * i,- i natureConfirmal, 2. Article Number(Tr r _.; -y on Delivery Restricted Delivery9 ail ❑Signature Confirmat�.. 7 015 17 3 O ?i.Restricted Delivery PS Form 3811,July 2015 PSN 7530 02-000 9053 Domestic Return Receipt p o rti N L cO Certified Mail Fee ,�4 iJ T tl �� S $ 6vb 7� Extra Services&Fees(check box,add fee as apprapdate) ❑Return Receipt(hardcopy) $ (-3 ❑Return Receipt(electronic) $ Aa Oostmark s, p ❑Certified Mail Restricted Delivery $ /++ N Here 0 []Adult Signature Required $ .- o; M P p1. m 0- s � a�. U.S. BANK, NAT QNA6AO''C ATION Oti Ln! 24 KODAYA ROAD .LVti WABAN, MA'0`2468 VZ£Z�' o ram- I r r 1 i --r r r•r•r• Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail labeo. for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this, delivery. USPS®-postmarked Certified Mail receipt to the; ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the Z., ■You may purchase Certified Mail service with signee to be at least 21 years of age(not - First-Class Maile,First-Class Package Service®, available at retail). or Priority Mail®service: Adult signature restricted delivery service,which e Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavallabie for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retaiq. of Certified Mail service,does not change the a To ensure that your Certified Mail receipt is r insurance coverage:automaticaliy included with accepted as legal proof of mailing,it should bear a certain Priortl wli itrbms. USPS postmark.If you would like a postmark on tr ■For an additional fee,and with a proper this Certified Mail receipt,please present your i endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. r" electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.6 Save this receipt for your records. Ps Form 3800,Apra 2015(Reverse)PSN 7530-02-000•e047 �L � '�� 1�' ' 1 '� �"'f�' y �� ��� arnstable Services :h Division BARNSTABLE dA0.Y5TA9lFC3TWV11F-mNll•XrANN15 MlJI5NM5 Y1LL5•OSi E0.VILLF-Y-SI LA NSfAC1E an, Director 1639.2014 annis, MA 02601 575 Fax: 508-790-6304 PERATE A FOOD ESTABLISHMENT MENT: CSIDE: TOTAL: -egarding Common Victuallers License Barnstable Harbor Builders David Parrella PO Box 483 Barnstable, MA 02630 (774) 521-3899 Office (508) 246-6185 Cell bhvi@comcast.net www.barnstable6arbor.com I Barnstable Harbor. fealty David Parrella PO Box 483 Barnstable, MA 02630 (774) 521-3899 Office (508)246-6185 Cell bhvi@comcast.net www.barnstableharbor.com f _- Barnstable `oF� Tti Town .of Barnstable �P AD-Amwiea City Inspectional Services Department BARMMABLE. ' 63 Public Health Division 200Main Street, Hyannis MA 02601 200E Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean;CHO CERTIFIED MAIL#7015 1730 0001 4987 7602 August 12, 2019 U.S. BANK,NATIONAL ASSOCIATION 24 KODAYA ROAD WABAN, MA 02468 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 125 Wianno Circle, Osterville, MA was inspected on 07/15/2019 by Neil Jackson, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines, of 1995 TITLE V (310 CMR 15.60) due to the following: • Backup of sewage into the house due to ari overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. ; Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ER OF THE BO RD OF HEALTH WhomWs- cKealn,IZ.S., CI- Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\125 Wivino Circle Osterville.doc ISE Town of Barnstable + ■ARNSPABM 9�A b 9 ,�� Inspectional Services Department rED MA'S� Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 4/26/19 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An "x" marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe• ackup of sewage into the house due to an overloaded or clogged SAS or cesspool ❑ Structurally unsound septic tank or SAS ONE (1) YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA ❑ Single Cesspool o Any "conditionally passed systems" (broken cover,relocation of a pipe, relocation of a driveway due to H-10 components, etc) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER Repair deadline: Q:ISEPTICIDEADLINES TO REPAIR FAILED SYSTEMS.doc Commonwealth of Massachusetts M1 :. Title 5 Official Inspection Form ±= I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ' Y' u— 125 WIANNO CIRCLE t v Property Address . ALTISOURCE ; Owner Owner's Name information is OSTERVILLE MA 02655 07/15/2019 , required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, NEIL JACKSON use only the tab key to move your Name of Inspector cursor-do not J & P ENGINEERING SERVICES use the return Company Name key. 30 MOUNTAIN VIEW DRIVE r� Company Address BELCHERTOWN MA 01007 Cityrrown State Zip Code (413) 896-6607 SI 3579 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 a 4. ® Fails 07/15/2019 Inspector's Signature Date The system in ector shall submit a copy of this inspection report to the Approving Authority (Board of Health or P)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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts ,�p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .......... 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: 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 �y ,,F Title 5 Official Inspection Form I� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments l; 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town 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): El broken pipe(s) are replaced. ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts i ,� Title 5 Official Inspection Form w Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. aty/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 aseptic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 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. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. , ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified , laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to_15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the .questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within,200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well t5insp.doc,�ev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 / Commonwealth of Massachusetts 6F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments A _ 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. Cityrrown 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 all 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)] c t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ............, 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: ? 5 Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Description: Number of current residents: 0 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 years usage (gpd)): PUBLIC Detail: DWELLINGS HAVE BEEN UNOCCUPIED FOR EXTENDED PERIOD OF TIME. Sump pump? ❑ Yes ® No Last date of occupancy: >6 MONTHSDate t5insp.doc•rev.7/26/2018 r Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 r Commonwealth of Massachusetts i, Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments l; L 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: UNKNOWN, NO RECORDS Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 L Commonwealth of Massachusetts_ ,p Title 5 Official Inspection Form r Subsurface Sewage Disposal System Form Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 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: UNKNOWN, NO RECORDS AVAILABLE Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: BELOW BASEMENT FLOOR feet Material of construction: ❑ cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: >20'feet Comments (on condition of joints, venting, evidence of leakage, etc.): JOINTS AND VENTING GOOD, NO SIGNS OF LEAKAGE. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 r . c Commonwealth of Massachusetts �m Title 5 Official Inspection Form ±= Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u � 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 0.75' feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 1000 GALLON If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 4'X8'X4' Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness 10" Distance'from top of scum to top of outlet tee or baffle SCUM ABOVE OUTLET INVERT Distance from bottom of scum to bottom of outlet tee or baffle 4" How were dimensions determined? MEASURED Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): SEPTIC TANK BACKING UP INTO DWELLING, LATERAL TO TANK CONTAINS SOLIDS, SAS IN HYDRAULIC FAILURE DUE TO LACK OF MAINTENANCE, NOT PUMPED,SOLIDS ABOVEOUTLET BAFFLE AND GOING INTO SAS. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 i f Commonwealth of Massachusetts �1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is OSTERVILLE MA 02655 07/15/2019 required for every page. City(Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert N/A 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.): I . 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. 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town 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.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain�why: Type: ® leaching pits number: ONE ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 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.): SOLIDS FLOWING FROM SEPTIC TANK CAUSING HYDRAULIC FAILURE OF SAS. t 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): i t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V � 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is OSTERVILLE MA 02655 07/15/2019 required for every page. City/Town 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 )j r" S C./I-tt— � . i t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 •, Commonwealth of Massachusetts �y Title 5 Official Inspection,Form + I, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is required for every OSTERVILLE MA 02655 07/15/2019 page. City/Town 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: 'TBD feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: SOIL EVALUATION REQUIRED TO DESIGN NEW SEPTIC SYSTEM TO DETERMINE SEASONAL HIGH GROUND WATER AND LOADING RATE. M r 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 l Commonwealth of Massachusetts Title 5 Official Inspection Form i, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 WIANNO CIRCLE Property Address ALTISOURCE Owner Owner's Name information is -OSTERVILLE MA 02655 07/15/2019 required for every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® -C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria)and 6 (Checklist)completed ® D. System Information: i 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 sa t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 7- 96•��' rh$pec of $ t�tPu al Sery ce"stable o ; 20 b!#� Health I)ep$xt 9,athgRab�a FAX: 508-790 6344 4„ M�tl .Str�*Cl,tly „va Q 60 e11t 7 a lilt CERTIFIED° zaR� MAIL#7p15 1 j3p p l 1 ., ,. IT,. August 2, 2019 ,00 49g7,7602 „ o .-BANK-, . NATI 'L 4 KODAYA' "ROAD ASSOCIATION ABA " N, MA 02468 y . ER Tp" WITHCOMpLy STATE . , �.m �� -� ." .�. �.k • �.� . a .. ENVI . RONM The septic system located 1 . ALCODE, TITLE'S, _ 07 ff .at 125,W . . NT T T �. /15/2019 b lanno Circle;Osterville,NIAti yNeilJ r MassachusettsP acOn'.Certified Title VwSeptic°In was inspected on - " P spectorfor o&,Sta The inspection of _ the a�. ., ,. Of 1995 TITLE V. m septic system showed that the system `Fails",under t 31 � 0 CMR, 15,00)due to the following; � . r � he guidelines; Backup of sewage'into . , the'housecesspyool due to an,overloaded or clogged SAS You'are ordered to repair or replace:the se tics stem within siix date P ° you receive this riotif cation. y h'(60)'days frointlte p pti w <. . ° Failure to`repair/re- lace these c°s ste � � 9 � $ _ enforcement a y m within°the ctron.s in period wi r 1' dead - � e 11 u s r � res It m futu a ­ --PMD aTk w 3 ti' p w ER, FTHEBOT W _ RD OF-HEALTH .. � � � � � ° " •I -Thom .. .-_ s. 6Kean, R S. gent of th. ., , and 6f Health y I� - ._ ..w..• ,n m'*n a a .., +,n .a r� S " .. +. T .. •w..W., '° .° n&^. TM ^0° e S n b, � 2q' 11 b R� ,P QLS PT1C1Tide V Inspection Report,Letters MaiiinglFailed or Needs Further Evaluation LettersU25 Wianno Circle 0stevi kdoc� r , ..; a ,. ..tea ,,....._ , __...-,. .. ,a'-..•"�,�w�+^+�.,�....,,:,.,�, �...�..4y,.,y, „w ..+ .ti�R� •'^ :� m. +'..tae '�. .w'sw w a: -, ""„w'+m�" "ee *"� ,.� .. . " .- y. & w a .m�, � s w. ­4 . � GENERAL NOTES: FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH 5'-B• 38'-8' 14'-0• I'-4' E NOTIFY DESIGNER/BUILDER OF ANY DISCREPANCIES. OF IP5U IN THE FOLLOWING LOCATION5:BASEMENT 01-1' 0'-1" 3 AMBIGUITIES.OR INCONSISTENCIES PRIOR TO WALLS,FOUNDATION WALLS.EXTERIOR WALLS AND PROCEEDING WITH THE WORK. OTHER VERTICAL CONCRETE WORK EXPOSED TO THE 10'DIA CONC FILLED WEATHER.AND GARAGE FLOORS-3.000 PSI a 28 SON OTUBE WITH 28'DIA. 2.THE ASSUMPTION HAS BEEN MADE THAT THE DAYS. BASE BIGFOOT BF-28 ITYP.I ELEVATION CHANGE BETWEEN GARAGE SLAB AND THE `4 Oa_ FIRST FLOOR 15 NO MORE THAN 24'. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL �. A S W DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES 1 ``� - Lj z f 3.STAIRWAYS: OR AMBIGUITIES SHALL BE REPORTED TO CEDARVILLE =I A)REQUIRED STAIRWAYS SHALL NOT BE LE55 THAN DE51GN PRIOR TO PROCEEDING WITH THE WORK. a U 3'-O'IN CLEAR WIDTH. MAXIMUM R15E SHALL BE ��-' 8-1/4'. MAXIMUM RUN SHALL BE 9"WITH NOSING NOT 3. THE SILL PLATE OR FLOOR SYSTEM SHALL BE )` 10 DIA.CONC.1` TO EXCEED I-I/q". MINIMUM HEADROOM SHALL BE ANCHORED TO THE FOUNDATION WITH 5/8'0 BOLTS `` 50NOTUBE 1/ all -1 MIN.(TYP.) � o ", PLACED 32'ON CENTER AND NOT MORE THAN 12 8"CONC.FOUNDATION BUILT-UP 2X & B)HANDRAIL[S)SHALL BE LOCATED.IN EACH STAIR INCHES FROM CORNERS. BOLTS SHALL EXTEND A SYSTEM WITH MORE THAN THREE 13)RISERS.AT A MINIMUM OF 15 INCHES INTO MASONRY OR EIGHT INCHES WALL(3000 peU WITH WOOD BEAM(TYP.) S� FDN.DAMP PROOFING HEIGHT LL 30'MIN.1 38"MAX.MEASURED INTO CONCRETE. B VERTICALLY FROM THE NOSING OF THE TREADS. KEYED GRADE , COND. 2 GUARDRAILS.34'MIN.IN HEIGHT,SHALL BE q. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2xL CONC.DTG.W3000 pD) INSTALLED IN FLOOR.PORCH.AND/OR BALCONY PRE55URE TREATED SILL. AREAS MORE THAN THIRTY f30)INCHES ABOVE A PORCH ABOVE _ ��,• FLOOR OR GRADE BELOW. MAX.CLEAR OPENING S. BULKHEAD SIZE TO BE BILCO TYPE'C'IF REQUIRED). BETWEEN RAILS/BALUSTERS OR FLOOR SHALL NOT ro EXCEED FIVE(5)INCHES. L. THE AS UMPTION HAS BEEN MADE THAT THE (n m ELEVATION CHANGE BETWEEN GARAGE SLAB AND •' LINE OF DECK 9. WINDOW SIZES SHOWN WITHIN ARE BASED ON SIMONTON. FIRST FLOOR SHALL NOT EXCEED 24 INCHES. THE ----------- ----------------------- ---------- -�� -, ABOVE(TYP.) WINDOW SIZES 1 QUANTITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR SHALL NOTIFY SQ DESIGN 2 X L P.T.BILL WITH SILL SEAL AND 5/8'DIA. W THE GENERAL CONTRACTOR PRIOR TO ORDERING. ASSOCIATES IF THIS IS INCONSISTENT WITH SITE O Z Z THE WINDOW MANUFACTURER SHALL PROVIDE THE ANCHOR 50LT5 WITH 3'X 3'X J'PLATE F CONDITIONS.PRIOR TO PROCEEDING WITH THE WORK. WASHERS.BOLTS SHALL BE INSTALLED IN J IU C) O ROUGH OPENING SIZES. WINDOWS MUST MEET THE ACCORDANCE WITH THE FOUNDATION NOTES �¢ti to = FOLLOWING CRITERIA: '1. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT -��• � omO N � �W > A)GLAZING CLOSER THAN 18'TO THE FLOOR AND INCHES ABOVE THE FINISHED GRADE ADJACENT TO -Fm 1 - L- _---- ---- -- - ^ N W EXCEEDING SIX(4)SQUARE FEET IN AREA MUST BE THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE ryo� 1` - '`= Q ZZ K TEMPERED MASONRY VENEER 15 USED.FOUNDATION WALLS SHALL B1 EMERGENCY EGRESS: SLEEPING ROOMS SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE - DROP ---------- HAVE AT LEAST ONE(1)OPERABLE WINDOW OR FINISHED GRADE. O I FOUNDATION r2X LEDGER , 0 Q W W W EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS Q 2 �aU BASEMENT FLOOR WALL 24' BOLTED ,n U(J� Q H F OR RESCUE. A REQUIRED WINDOW MUST BE - O GFp I'MIN.CONC.SLAB 13000 pv) SLAB p N O OF FROM THE INSIDE WITHOUT THE USE OF m 10 MIL VAPOR RETARDER SLAB O Q SEPARATE TOOLS AND SHALL CONFORM TO THE - 4'MIN.CON..SLAB 13000 pm) Q FOLLOWING: ^�V 10 MIL VAPOR RETARDER =Z 1.THE SILL HEIGHT SHALL NOT BE MORE THAN Z Z FORTY-FOUR(49)INCHES ABOVE THE FINISH GENERAL - - Q o FLOOR. STRUCTURAL NOTES: 2'-5' S'-°z 5'-, d L_- - ° w w 2.THE WINDOW SHALL PROVIDE A MINIMUM NET CLEAR OPENING AREA OF 3.3 SQUARE FEET (2)I-3/4 X 9 I.SPECIES: LVL BM. r------ -----� W W WITH A RECTANGLE HAVING MINIMUM NET ti IN- W SPRUCE-PINE-FIR[NO.2 OR BETTER] i— r r Q O O z CLEAR OPENING DIMENSIONS )I TWENTY f20> - - - - - - - - - - - - J N E3 INCHES BY TWENTY-FOUR(24)INCHES IN (EXCEPT PRESSURE TREATED DECKS) - - - - - -_ - - - I--•- W EITHER DIRECTION. IF A DOUBLE HUNG UNIT IS PRE55URE TREATED DECKS: SOUTHERN PINE[NO.2 OR T to W O U O USED THEN SUCH DIMENSIONS APPLY TO THE BETTER] _ •• Z U > 1 12'DEEP SPREAD 9-X 4'X.250' L — L — J Ql BOTTOM HALF. O STEEL POST In m 2. CONVENTIONAL LUMBER: FOOTING f3)2XIO BUILT-UP >- 5.DIMENSIONING STANDARDS USED WITHIN THE ALL FRAMING MUST BE 2'MIN.CLEAR FROM ALL - WOOD GIRT ,'L O m Q 0 DOCUMENTS ARE AS FOLLOWS.UNLESS OTHERWISE MASONRY. '. � � �. I '� � X y NOTED: - z A)EXTERIOR DIMENSIONING AT BUILDING CORNERS 3. DOUBLE FLOOR JOISTS UNDER WALLS RUNNING ��� 1 I CAR GARAGE a n u REPRESENTS AN OUTSIDE OF STUD DIMENSION. PARALLEL TO THE FLOOR FRAMING.TYPICAL. p DEE3'-0 X 3'-O'X 12' 4• IN.CONCRETE 5LAB ON ¢ W DEEP TYP. w . S B)EXTERIOR DIMENSIONING AT WINDOWS AND DOORS - p A-I m GRADE 13000 p,J WITH GXG O O U REPRESENTS A DIMENSION TO THE CENTER OF 4. NON-CONVENTIONAL LUMBER: - F 10 MIL VAPOR RETARDER THAT OPENING.FROM THE CENTER OF ANOTHER MICROLAM BEAMS ARE MANUFACTURED BY TRUSS JOIST- 2%10 FLR.1015T5 OPENING.OR THE OUTSIDE OF THE STUD. A WEYERHAEUSER BUSINESS.REFER TO ABV.It•O.C. a op MANUFACTURER'S SPECIFICATIONS FOR DETAILS FOR p, 0 -Ie V 1 C)INTERIOR DIMENSIONING AT STUD,WALLS CONNECTIONS AND FOR HOLES t CUTS.STRICT - REPRESENTS A DIMENSION TO THE MIDDLE OF THE YEA � x ADHERENCE TO THESE SPECIFICATIONS I5 CRITICAL TO I _ _ _ m STUD. MAINTAINING THE INTEGRITY OF THIS FRAMING LUMBER[ O -- - X mQQ D)INTERIOR DIMENSIONING AT STAIRS REPRESENTS % q m'm E,v A DIMENSION TO THE FINISHED FACE OF THE STAIR. - +x EARLY ENTRT SAW y 0.ai v 8 v 5. LOADING: _. J IB'WIDE X 12'DEEP L n ^'moo G.STRUCTURAL HE 1 BEAMS SHALL BEAR ON THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD: IO•_T _ CONTINUOUS CONCRETE CONTRACTION m _ BALCONIES AND DECKS-40 PSF BASEMENT ------li JOINT(T7P.) a FOLLOWING: FOOTING WITH 2-X 4' _ E n A)DOUBLE HEADERS SHALL BEAR ON 4.4 WOOD GARAGES(PASSENGER CARS ONLY)-50 PSF WINDOW fTYPJ KEYWAY(TYP.) j m C m POSTS. ATTICS(ROOF SLOPE NOT STEEPER THAN 3 IN 12-NO STORAGE-10 P5F - '-- ----- - ----------J PO5T5.LE HEADERS SHALL BEAR ON 9xL WOOD ATTICS(LIMITED STORAGE)-20 PSF o - - - - - - ~ I- - C C)STEEL BEAMS SHALL BEAR ON 3-1/2'9 STEEL LIVING AREAS(EXCEPT SLEEPING ROOMS)-40 PSF ------ i SLEEPING ROOMS-30 PSF ]x 10 FLR.JOISTS J r------ -1 ��-Al OP FOUNDATION I n PIPE COLUMNS. .• ABVABV.1,-OLO.C. - STAIRS-90 PSF L J L AS NECESSARY ^" D)LAMINATED VENEER LUMBER(LVL)PRODUCTS T GARAGE DOOR BE WITHIN ARE 51ZED FOR MICROLAM BRAND. IY-I e'-1 " t IT 15 THE SOLE RESPONSIBILITY OF THE GENERAL MINIMUM ROOF LIVE LOAD: - ---3=,• P CONTRACTOR TO VERIFY AND COORDINATE ANY R15E OVER 41NCHE5 PER FOOT TO LE55 THAN 12 INCHES ---- --------- ' ---_-- SUB5TITUTION5. LAMINATED VENEER LUMBER SHALL PER FOOT •. :•: BE HANDLED AND INSTALLED IN STRICT O TO 200 SF-IL PSF ---- _ - h - -- ---- - - -------- - --- ----------- ----201 TO LOO SF-19 PSF a ACCORDANCE WITH THE MANUFACTURER'S OVER L40 SF-12 PSF CO C SPECIFICATIONS. 2X LEDGER BASIC SNOW LOAD: r_PORCHLIMIT FABOVE BOLTEp 1.BEARING PLATES SHALL MATCH OR EXCEED THE ZONE -30 PSF WIDTH OF ALL BEAMS THAT BEAR UPON THEM. Q 8.ALL DUCTWORK AND HOT 1 COLD WATER PIPING SHALL L. CONTRACTOR TO VERIFY ALL BEAM SIZES PRIOR TO COVERED PORCH ABOVE I BE INSULATED AND WHERE NECESSARY A VAPOR CONSTRUCTION. 1-- -� -- --1 BARRIER FOR THE DUCTWORK TO PREVENT CONDENSATION. r `�� ' S" 10'DIA CONC FILLED BUILT-UP L'XL'P.T.POST SON OTUBE WITH 29'DIA. 2X WOOD A-1 a WRAPPED WITH TRIM BASE BIGFOOT BF-28 ITYPJ BEAM ITY OD P.) OR FIBERGLASS I'-q�• c'-,�- _ r-4�' �• COLUMN PER BUILDER c'-,' 3'-3' 9'-c• 3'-3• SEE LEDGER DETAILS AND SECTION ON 0'-c• p•_c• DECKING A$ SHEET A3 FOR BILL CONNECTION — SHOWN ON PLAN$ FOUNDATION PLAN 3 L%L WOOD POST ,,^^ 7X8 P.T.s IL'O.C. TYPICAL WALL BEYOND(SEE SCALE:I/4 1'-O' Y--{ LOT COVERA AL A N W 4 V/ TYPICAL WALL SECTION) I LOT AREA 12AM SF Z W BUILT-UP WOOD SEAM TOP OP FOUNDATION Q ' OVERHEAD DOOR CONCRETE STEM � �Q 4 MAX 20%LOT COVERAGE 2,S3B SF IF- WALL BEYOND MAX 30%FAR 3110TSF U Z 1 WEATHERSTRIPPING (��,-' SED FINISH GRADE ABULL BASE CONNECTOR 4'CONC.SLAB W/G X �{'� Ili' FOAS UNDATION-1,T0SSF L W1.4%WI.I WELDED 4'CONC.AWAY APRON ARAG P51 SLOPED - QC Q Q WIRE SLOPED 2:6 AWAY FROM GARAGE DOOR a PoRCHES=5325F U "..._ ....-� _... 0d -.. _...�1 TOWARDS DOORS �m - 1 -1 -- - - 2'-O•X 2'-O' DO BED RIVEWAY(FINAL GRADE um0 TOTAL HOUSE LOT COVERAGE=M41 SF Q,5W SF(17.6%)'OK - Q -. - - T T ETE INED IN Y i w -I -I 1 1- - ( - 24O.C. HE FIELD) Z LL a4 BARS A Fo r�(� O. FAR AS PROPOSED: I /W �Z -- i— -1 -- -- v LXL WI.9 X WI.9 FIRST FLOOR HEATED=12445F WELDED WIRE [Z- O REINFORCING AT MIDPOINT SECONDFLOORv1.54c SF 10'DIA.CONC. B 4'MIN,LAYER OF 3•-0" MIN a: F" FILLED TUBE O COMPACTED GRAVEL 'TOTAL FAIR=2,188SF<3,80TSF DM)'OK' W r IrrPJ ((� U_W,^ OR STONE SUBBASE O V/ TOP OF FOOTING OPTIONAL CONC.FI DIA. 7-v5 HOR.BARS MA EXPANSION JOINT 0 OOFILLED Ai TOP AND MATERIAL WITH BACKER ROD O O Q BIG-FOOT BASE BOTTOM OF AND SEALANT AT SURFACE THICKENED BLAB ZONING RC SETBACKS - v4 V D.C. FT DOWELS AT �. -74' .C.(GARAGE 20REAR DOOR WALL ONLY) 10 FT REAR 10 FT SIDE SHEET: ' 24'DIA.BASE SECTION A SCALE:(/4"=1'-0" A-I �i PORCH FOUNDATION DETAIL �TURNED DOWN SLAB DETAIL 2 D 2 4 5 8 1D AI SCALE: 3/4" = I-C" AT GARAGE DOORS AI 1/a"e 1'-D" Al SCALE: 3/4" = 1'-0" OF 10 C € o N 5 12-121 S z T•-2J�' 9._II. 5._I. 14'-8}' G._2. 5'-3�" 3'-5#" 5'-3Jj' $ u �@g z s� C, N = ] A • Bs PORCH - o � ao AZEK DECKING WITH PT Q J W N FRAME SUPPORTED ON �JU U) ] Q •CONC FILLED SONOTUBE5 U fm U W N II I U ¢ I- ~ Ili i - III�CLEARANCE ZERO GAS Oe�yfJ 3'-O' e;. a�Z�REPLACE r �9 i Z Z � SOLID 1 La IPO PT r SEAT II W�J N O d� O L -BATH- TI r- I I ti --,L__.el -__ D 4 1 Lou O z HIT GREAT ROOM DINING ROOM o°� ' b -N Ix w 30 HARDWOOD HARDWOOD MUD ti--1--!. I I I 0 W q U I T�� �• Z H U m In HALF WALL A 0 O OW I' IIIIIIIL:11 11IIIIIuIh=" fo 3 u III T54'X4'X I ,I o a m w e =I I .250'STEEL TUBE I OUR FIRE III }b II 75 4'X 4"X STEEL BEAM COLUMN RATED DOOR 4 O O C) ry'e II '250"STEEL TUBE L ABOVE(SEE COLUMN FRAMING PLANS) WALLIS- III ON i WALL$ASS N 4O ON � TYPE X II o� 1EU�� 4'-3" oG� Win •, 1 0 0 ® ISLAND I I I I I Q. n St CO SD I CAR GARAGE-253 S.F. I I N�CNa (I"MI pCOWICT HETE SIAB ,_ - LVL BEAM m (9 (l U J W.W.M.ON COMPACTED -- - ABOVE fSEE I I GHQ GRAVEL ,I O O 33 FRAMING PLANS) I I Q aD I A I I HARDWOOD KITCHEN = I I p�H l ® I I b n III MASTER ----_I - HARDwooD� I, Hon 1 HEAT I I I o ----------�BEDRO O.H.D.W. SINK 90 XT-O 'll I I I - _ GARAGE DOOR THICKEN SLAB To 12"AT DOOR FDYER _�r" ', OPENINGS(TYP.) ' I HARDWOOD e� Q � + Lu ---'I Q 50LID Q POST G rrP.) C�pO��VppE��R+EE�,1D O = (COMPOSITE) -7=L 0 - ro WW II 2.-9. 2._e. T._O. T._O. e•_3• T-9. =V l 24'-0' (L 11'-O" IG'-O' X < O U� Zp >_06 `n FIRST FLOOR PLAN a J B w 1 ou a � SCALE:111'=1- 0 2 4' B' CONDITIONED SPACE e12445F W 0 BULKHEAD,GARAGE,PORCHES=975 SF OO O p LL d) LOT COVERAGE 2,2416E W 0 v� WINDOW • PATIO COOK 9CHC'CUL@ G_ WINCOW9 @XT@RIOR DOOR 9GM@CUL@ N Q ~Q TAG CITY ITTES TYPE ANOERSEN ROUGH TAG CITY ROGn�ODVELLLET HARDWARE DESCRIPTION OPENING iW1711G 7-C MODEL �%4'9'V1' OI I 4u2 DBL.BORE 13 CASING 1-9/N JAMB PFJ 9-LITE 2 PANEL 14-V2'v 82-1/7'u O Q LL A 4 302H DOUBLE HUNG THERMA-TRU ROUGH 6 1 3W12H DOUBLE HUNG TW2144-2 4'-IO 1/T%1'-9 1/1, TAG CIT7 MODEL HARDWARE DESCRIPTION OPENING of 3W2H DOUBLE HUNG TII74443 1'-2 3/1'X 1'-9 I/1' O 1 5-210 12-8 v G-8) DBL.BORE Id CASINO 1-9/14 JAMB PFJ G PANEL 34-1/2'v 82-I/3' (L 2 30H DOUBLE HUNG TW2432 Y-G VB'.X V-S 1/2' 3 1 5-20 12-8 v G-8) DBL.BORE Ivy CASING 1-9/4 JAMB PFJ 9-LITE 31-1/2'v 87-1/2' I 3W2H DOUBLE HUNG TW2132-2 4-10 I/T X 3'-S I/2' O4 1 5-2G2(3-0 v 4-8) DEL.BORE Id CASING 1-9/6 JAMB PFJ 9-LITE 38-1/2'v 82-1/2' SHEET. p I 3mH DOUBLE HUNG TW2432-3 T-2 3/4'X T-5 1/2' a THV WIDE X V-8'HIGH ROGUE VALLEY SPECIAL ORDER DOOR-CONFIRM R.O.WITH MANUFACTURER _ G 1 3MH AWNING AWIN21 2'-0 1/2'X 2-0 1/2' 3W HI DOUBLE HUNG TM432-2 4'-10 V4'X 1'-1 I/1' 2 0 2 4 6 B 10 DF 10 mJ I o � � A i 14'-0• a 2 O y 5._111. L'-2' S'_9�• ,-3] II._IO. 9-,# c-10}' T-I�' S W 3€ i?i 9 @8 g�a - I_I I sIIC- I I N m W H I I II II D W o k II �k� 117 m m II W ea � mUto UQQ In bb _IIIIIIp 1I IIIIIIIII I,I I II " M1°� 2-a I®'� TIL, x _ I :�IIIII IIIIII IIII'.OII I—[. �vI ry`Y� wm =m Z BEDROOM #3 WCARPET O �J_ g,o aW z aJt Ln CARPET TILE- LE BATH }b°t 3 t�lO� II omz WQW Zm ILL En TIL CARPET UU Wua ci T z0' >m�L Ili - 9 U U Q m w it CO 5D o O O U b e - s-,• -��.' it =a o AF II ><�memo BONUS ROOM � puo o CARPET BEDROOM #4 3= 0 - "�- r — OPEN TO BELOW QO CARPET Ui '0 m 'JOW' E BEDROOM fit 94 xa m m CARPET �• > U= - --- OPEN RAIL 1TYP.I ---- _ i I y c 3._y. P-T7 Q. o' c IFFI If o �I I� i � I 1 -L—_---i!f' 2-111• 1•-10j' 10.-0. 1'-0• ,'-O' S'-0' 3'-0- 3•-0- 9'-0• ~W Z 4Q aZ 00 L� ly W 2 SECOND FLOOR PLAN p U Z scALE:vc=4•o o r 4 81 En W —1 Q(� Z U- w CONDITIONED SPACE=1244 BE 3O O2 WINDOW t PATIO DOOR 9C1-F01DULG' BULKHEAD.GARAGE,PORCHES Z O W I N m O W 9 LOT COVERAGE 2,241 SF TAG OT7 LITES PE ANDERSEN ROUGH �X TQRIOR DOOR 9CIiD OUL� W TYPE z O _ MODEL OPENING V A t 302H DOUBLE HUNG TW244t 2'-L'X 4'-9 I/4' TAG OTT ROGUE VALLE7 HARDWARE DESCRIPTION ROUGH ' MODEL OPENING Q W OI I 4W DBL.BORE Fd CASING 4-9/It JAMB PPJ 4-LITE 2 PANEL 44-V7 x B2-1/2'11 a N Z g 0 3W7H DOUBLE HUNG TW344h2 4'-N)I/4'%1'-9 V1' 4 TAG OTY THERMA HARDWARE DESCRIPTION ROUGH ( DOUBLE Q I 3W1H BLE HUNG TWl94c-3 T'-7 3/4'X 4'-9 I/4' MODEL OPENRIG 7 SIGN DOUBLE HUNG TW2432 Y-d VB'X T-5 1/2' 2 I 5-210(2-8 a i-S) DBL.BORE 13 CA51NG 4-9/4 JAMB PFJ L PANEL 34-V7 x B2-1/3' a J E 1 30211 DOUBLE HUNG T13433-2 4'-N3 V4'%3'-5 1/Y 3 I 5-20 I3-S.L-S) DEL BORE Id CASING 4-9/1L JAMB PFJ 9-LITE 34-V2'a 97-17' P I 3W7H DOUBLE HUNG TW2432-3 T-2 3/4'X Y-5 I/2' O4 I 5-232 13-0 x L-S) DBL.BORE 1.5 CASING 4-9/14 JAMB PFJ 4-LITE 38-1/2'•B1-I/7' SHEET: G 9 3W2H AWNING AUN21 Y-0 V7'%Y-0 1/3' 1-3'-C WIDE X V-9-F90H ROGUE VALLEY SPECIAL ORDER DOOR-CONFIRM R.O.WITH MANUFACTURER /..(�J/\/�/\ I 3W2H DOABLE HUXG 7113133-2 4'-N)I/T X 4'-4 V4' AV OF lO 102 —— EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE 2664-10 102 PROPOSED CONTOUR N 04 32'30 W O 0 L �(/� 103.2 PROPOSED SPOT GRADE 8.27' IP —W PROPOSED WATER SERVICE 2. —S PROPOSED SEWER LINE 0 102.96 N �G PROPOSED. GAS SERVICE t�GbV— PROPOSED ELEC/CABLE/TV EX/ST. SHED N \G S`C de�r,cenc TEST PIT (TO BE REMOVED) K LIN e ! ►"1 ` L/ C'} �_ NP, ,, ' `- �io3 s SEAL LEGEND 102.1 10 102,23SHED 102.21 LOTS 114 �205 ' r-- 12,692 S.F. ' 14' CD I v7 I FUTURE PO DECK a• 16' x 32' IN GROUND I ��� ��� M M 38.67' cn 0)' 101,88 " A\�r�(2o' min ) SWIMMING POQG2,44 "� �^j EXISTING HOUSE 6.33' 15.33' � � 1 cn +I D TP 1 ®TP-3 PROPOSED PROP. °Dn c I 102,90 ` HOUSE r` w TP-4 14 II I x14 o 2 f �, CB/ H/FND "? GAR. N t v t `.,"` �..... -- DECK 04 02.35 0 0 �' o Pr2 "~--�_.... t �--- � �103,09 a 14, O y11' .�� y BH T03.2' \ "�i 24' ? 16' O 10 { ' 4 7 0 PROPOSED PROPOSED �--�+6 �} c � PORCH HOUSEad O P14OPOSED GARAGE SEPtAC TANK 10 ; 0 T-.O-.F.=104_.0 s�o £ I / c. BUILDING FOOTPRINTx CB/DH/FND tos-i .2 102.77 (REFER TO BUILDING PLANS) r �q ti 102,73 x �i 101.34 x/ p o FLOOD HAZARD DESIGNATION 7/ MAP NO. 25001 CO757J I�',•.' :" \PORCH O h ,.., ;; SO, V 0) EFFECTIVE DATE: JULY 16, 2014 PROPOSED LL �' � 1 _ �`�a_ i- . ... `� ZONE x PRIMARY S.A.S. — � �`c ^•I � �'� 'PROPOSED � r(i ZONING CLASSIFICATION: ZONE RI x, . � S�� SETBACKS: FRONT YARD=20' 102 SIDE/REAR YARD=10'ERR 101,12 10' N 101.90 x oTl 100,001DRIVEWAY! F, MAXIMUM BUILDING HEIGHT = 30' G v WARNER' TOWN OF BARNSTABLE. ZONING CODE CB SEAL FND No. 38721 ARTICLE VIII 240.91 DEVELOPED LOT f S 01 45'30" E 101 4 �J' �£ gTER�� PROTECTION REQUIREMENTS -'UP 690-8,5-Z' / � MAXIMUM LOT COVERAGE: 20% \ 10001 ~- ,`': EXISTING LOT COVERAGE=10.1 UP 690-8 100— x PROPOSED LOT COVERAGE=19.8 99,52 99,85 edge of pavement 100.00 100,90 I (HOUSE, DECK PORCH, POOL) Iv a?J FLOOR AREA RATIO: 30% (SEE BUILDING PLANS) lJ ����� 0F MASs9c WIND EXPOSURE CATEGORY: Exposure B W 1 1"1.1 d 1 d O CI PLC ' M�NTEE PARCEL ID. 140 91 �M g Nail Set oo.00 �;N PROPOSED SEPTIC SYSTEM SITE PLAN EL.=f00.00 MAG SET ' No, 35109 125 WIANNO CIRCLE, OSTERVILLE, MA c�s1E��° �� ' r ��` Prepared for: Engineered Consultants, Inc. P.O. Box 483, Barnstable, MA 02630 I Engineering by: Surveying by: SCALE DRAWN JOB. NO. PLAN REVISION — 10/21/19 Engineering Works,Inc, WARNER SURVEYING 1"=20' P.T.M. 213-19 1) PROPOSED BUILDING LOCATION (a ( 2 l t `� 12 West,Crossfield Road 22 Long Road PROPOSED SITE PLAN 2) SEPTIC SYSTEM LOCATION & CONFIGURATION Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 9/30/19 P.T.M. 2 Of 3 •1 102.-- EXISTING EXISTING CONTOUR .41 x 100.98 EXISTING SPOT GRADE L:C.C. 2664-70 ` 102 PROPOSED CONTOUR N 04'32'30" W 03.2 PROPOSED SPOT GRADE 8.2T -W PROPOSED WATER SERVI CE IP GND -S PROPOSED SEWER LINE 102.96 N. �� ---G PROPOSED. GAS SERVICE _o ��54 4 p n 96 F oc --UGW- PROPOSED ELEC/CABLE/TV sf EXIST SHED N �C`C SfTeq �0, kode �e e TEST PIT (TO. BE REMOVED) _ CK LINE nO \ �.P FST/CB SEAL 10 .,; 103.05 LEGEND 10211 102.23 + , Y X 102,21 LOTS 114 8 205 12,692 S.F. 14' a I L m I FUTURE '�� '�� u'j\ -M DECK :r 16' x 32' IN GROUND I cr M 38.67' cn 101.88 `° 33 SWIMMING..POQU2.44 '� '`� 15.33' \ (20' min,) ', �' �• EXISTING HOUSE 6 6.33' .I DTP 1, ®TP-3 02.90 I PROPOSED PROP. Lh 1 r 4 HOUSE o N I TP"-4 14 x14' 1 N GB/DH/FND M GAR. CV DECK 02.35 N i vo` o i o P172c� �103.09 c� 14 t, ' 11' BH I 103.2 ' t i \ "� a 16' I + 24' O, 10' I �, 4 7 0 PROPOSED ` _ _ 1 �' h � -PORCH O PF�QPOSED HOUSE PROPOSED D / 1 �v sEP1�C TANK g T.O.F.=104.0 (SLAB) / BUILDING FOOTPRINT 101.6 x I I \ ;:.�, ., .,. CB/DH/FND It.'. ::� �t 102'• -K _ "' »,. ,., . SOS=103.2 / �0 102.77 (REFER TO BUILDING PLANS) ( ....., / _._._. ' O I x .� x102.73 O FLOOD HAZARD DESIGNATION 101.34 03. MAP NO. 25001 C0757J \PORCH 1� O, �rO' ��O ZONE EFFECTIVE DATE: JULY 16, 2014 PROPOSED LL• _ �" _ ... PRIMARY S.A.S. �. �� \� PROP02`06 �' �� Of �tfgs. ZONING CLASSIFICATION. ZONE RC x ...I' 0 _ S SETBACKS. Y,..•,� Q, q FRONT ARO 20' '' 2 / _ 102 _� SIDE REAR YARD=10' a @ G 11 cal TERRY o s 101,12 10 � N N f01.90 x � •• `ANN �; MAXIMUM. BUILDING HEIGHT 30' :DRIVEWAY' WARNER TOWN OF BARNSTABLE ZONING CODE. c a 100.00' CB .SEAL FND v No. 38721 y ARTICLE VIII 240.91 DEVELOPED LOT II 1 ; .,c .,' 101.68 PROTECTION REQUIREMENTS S 01 45'30" E 101 4 i F�, $TES UP 690-8,5-Z / MAXIMUM LOT COVERAGE: 20% 100,01 �- •, l ( N0. EXISTING LOT COVERAGE=10.1 UP 690-�100- x edge of pavement 100.00 100.90 �ry PROPOSED LOT COVERAGE=19.8% 99.52 99.85 "� (HOUSE, DECK PORCH, POOL) a� FLOOR AREA RATIO: 30% (SEE BUILDING PLANS) WIND EXPOSURE CATEGORY: Exposure 8 ' OF lgss WIAN.N�O CIRLICE PARCEL ID: 140-91 o PETER T. TBM McENTEE PROPOSED SEPTIC SYSTEM SITE PLAN �. Mag Noll set 100.00 " N EL.=100.00 MAG SET CIVIL No. 31os 125 WIANNO CIRCLE, OSTERVILLE, MA IC15iF Prepared for: Engineered Consultants, Inc. P.O. Box 483, Barnstable, MA 02630 ti Engineering, by: Surveying by: SCALE DRAWN JOB. NO. PLAN REVISION - 10/21/1 fl Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 213-19 1) PROPOSED BUILDING LOCATION PROPOSED SITE PLAN ca � \ tc1 12 West Crossfield Road 22 Long Road 2) SEPTIC SYSTEM LOCATION & CONFIGURATION Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 9/30/19 P.T.M. 2 Of 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED . FINISH GRADE SHALL NOT BE < EL:99.0 �+ FOR A DISTANCE OF 15 AROUND THE r +� SEPTIC TANKOIL LOG INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S.SA AND SET TO 6 OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. DATE: JUNE 22, 2019 (P#TPT-19-66) PROVIDE ACCESS TO GRADE OVER. OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE ONE .ACCESS MANHOLE. TO .WITHIN 3 SOIL EVALUATOR: PETER .McENTEEPE, SE#1542. T.O.F.=104.0 COVER SET. TO 6" OF GRADE OF FINISH .GRADE FOR INSPECTION PURPOSES WITNESS: DAVID STANTON IRS HEALTH AGENT F.G. EL.=103.2t F.G., EL=102.3f ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH F.G. EL.=102.8f F.G. EL=102.4f f 101.8. 0" 100.8 0" MAINTAIN 27. GRADE (MIN.) OVER S.A.S. A A 7� LOAMY SAND LOAMY SAND - + - ... 10YR 4/2 10YR 4/2 L - 17' L 19' L 16. 101.1 8" 1.01.1 8„ ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) B B 4"SCH40 PVC _ LOAMY SAND LOAMY SAND 4'SCH40 PVC 4'SCH40 PVC - 10YR 5/8 10YR 5/8 am mm 98.6 38" 98.6 38" 11 10^I 14' 6 aam8aaam C C . mammamm PERC INV,=100.00 48" LIQUID 40''/58" LEVEr ADD INV.=98.83 PROPOSED INV.=98.66 2 6' 4.8' 2.6' J � INV.=100.50 GAS BAFFLE D BOX EFFECTIVE WIDTH = 10' ` ". INV:=99.75 INV.=98.50 3-500 GALLON LEACHING CHAMBERS MED. SAND MED. SAND PROPOSED SEPTIC TANK 2.5Y 6/6 2.5Y 6/6 SURROUNDED WITH STONE AS SHOWN H-10 RATED INSTALL PIPE BETWEEN CHAMBERS TOP CONC. ELEV.=99.3f NOTES: BREAKOUT ELEV.=99.0 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=98.50 mama m mmm INVERTS, PRIOR TO INSTALLATION. aeaam ®ea®a ease 90 8 132 90.8 132 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=96.50 NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' ENDS 8.5' I 4' NO 4' OF NATURALLY OCCURRING = STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS EFFECTIVE LENGTH 41.5' SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL 3) .INSTALL INLET & OUTLET TEES AS REQUIRED. 5' ABOVE GROUNDWATER LEACHING SYSTEM SECTION 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTT. OF TP-2, EL.=90.8 ELEV. . TP-3 DEPTH ELEV. TP=4 DEPTH 3/4" TO 1-1/2" DOUBLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. - 102.6 0" 102.6 0" WASHED STONE q A 3" LAYER OF 1 8" 70 1/2" LOAMY SAND LOAMY SAND / 10YR 4/2 10YR 4/2 DOUBLE WASHED STONE 101.9 B g" 101.9 B g SEPTIC SYSTEM PROFILE (OR APPROVED FILTER FABRfC) .LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 99.9 32" 99.9 32„ DESIGN CRITERIA G 48' c PERC E0®®® 0 ®®®® 40"/58" NUMBER ,OF BEDROOMS: 4 E3®®®®® ® EO®®E3 33" SOIL TEXTURAL CLASS: CLASS I w ®,®E3®E3 ER ® EO®E3® MED. SAND MED. SAND DESIGN "PERCOLATION RATE: <2 MIN/IN N z ®L-a®®E3 ®E2 EO 2.5Y' 6/6 2.5Y 6/6 (0.74 GPD/SF LOADING RATE) - DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD 102,, GARBAGE GRINDER: NO LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 4" KNOCKOUT 92.6 120 92..6 120 .74 GPD/SF 20" DIA. COVER NO GROUNDWATER OBSERVED, PERC RATE .<2. MIN./INCH PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 4" KNOCKOUT / 4" KNOCKOUT 58 PROPOSED SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES WITH STONE AROUND AND BETWEEN CHAMBERS (10.0' x 41.5') 125 WIANNO CIRCLE, OSTERVILLE, MA SIDEWALL AREA: 2(10.0' + 41.5') X 2 = 206.0 SF 4" KNOCKOUT Prepared for: Engineered Consultants, Inc:: P.O. Box 483, Barnstable, MA 02630 BOTTOM AREA: 10.0' x 41.5' = 415.0 S.F Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA:............................................................1.... 621.0 SF 500 GALLON CAPACITY, H-10 LOADING Engineering Works, Inc. WARNER SURVEYING N.T.S. P.T.M. 213-19 CHAMBERS 12 West Cros�sfie0 Road 22 Long Road Fo�estdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 GPD/SF(621..O SF) 459.5 GPD (508) 477-5313 (5o8) 432-8309 9/30/19 P.T.M. 3 of 3