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HomeMy WebLinkAbout0096 OLD FARM ROAD - Health F 6 Old Farm Road, Centerville =251 - 003.004 0.ECVClFp�o2� UPC 10259 No. H� 1�R HASTING8.MN S\ c U Ot v r ` u z s � s c4- s s r f Fee I ��No. V THE COMMONWEALTH OF MASSACHUSETTS Wk THE in computer: [1 / Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for Disposal bpBtem Construction permit \0 Application for a Permit to Construct(W�Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �17 co(,PFAQf fi Owner's Name,Address,and Tel.No.7707 �/ iI 4 c� � Zq/ os r�2��� c�✓ Assessor's Map/Parcel Z-311ze. G� 2 Installer's Name, a 1.No. Designer's Name,Address,and Tel.No.IF08•89 6(p0/ Type of Building: Q Dwelling No.of Bedrooms ?j- Lot Size (> 260 sq.ft. Garbage Grinder( ) Other Type of Building 5//IWmay f�No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(main.required) gpd Design flow provided ?2!Y/cy gpd Plan Date(p•S'•?O�5V• �p',32•.?Humber of sheets l Revision Date a •,4© • ZL-D Titled ?15 rm OA�&l Size of Septic Tank /. Zoo Type of S.A.S.LF�}G� GEjA-wt f it�S T Description of Soil Sa I(— Lp La S O1V k,,AW Nature of Repairs or Alterations(Answer when applicable) Date last inspected: A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i ed _ Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. j A5 14 Date Issued r No. D � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Enteredincomputer: Yes Or PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS n 014lication for iisposal.6pstrm Construction permit { \U . Application for a Permit to Construct Re air Upgrade Abandon R60*om lete System Individual Components PP ( P ( ) Pg ( ) ( ) L� P Y � P Location Address or Lot No. Owner's Name,Address,and Tel.No.777M �AV Z4"-L f 7 27/ C15 7Z;e V&4 F— 4AI Assessor's Map/Parcel Z6 G"4V ( V A/U Ne- N f2f-- -- GA , �iL Installer's Name,Address,and Designer's Name,Address and Tel.No. e)u / wt177 �� s w�, r �, l c t� ASS e Type of Building: �1 t Dwelling No.of Bedrooms Lot Size G J G�570 sq.ft. Garbage GrinderIF ` Other ';•--Type-of Buiidin yp g /IUl?l �C. i'�df I&V.:No'.of.P,.ersons., Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided `z gpd Plan Date �O ��'IJ_ ',2e•,70Number of sheets Revisio_ri Date F© Zd ; -Ti(le &GfUS rrg - �, Size of Septic Tank Type �PA Vt1(i,-(G� Description of Soil �Pk c7-,en 1 L Le--)e�S o/J IiL—A,AI) ,t. Nature of Repairs or Alterations(Answer when applicable) r r.. ti jJ Date Ilast inspected: Hun) Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and riot to place the system in operation until a Certificate of W. < _ s;� - ... Compliance has beessue `by this Board of eat : , i . e Date Application Approved by 117E4 U Date v A Application Disapproved by \ Date \'for the following reasons Permit No. Date Issued - - - - - - ---= -------- ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Prtificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed O Repaired( ) Upgraded'( ) Abandoned( .)by. • at ,n a been construct d in accorrated ce with the provisions of Title 5 and the for Disposal System Construction Permit NOX Installer Designer #bedrooms Approved design flow gpd The issuance of this permit sha t be construed as a guarantee that the syste : will functi,R esi ned. Date ' Inspector\ -----. ---------- ----------------- --------------------------------------------------- -------------------- ��/THE ---Fee COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSE_TTS.�_ . ,� �_ a a - Disposal Opstem Construction 3dermit Permission is hereby grant d to Construct ) Re air( _) "U ade(0 Abandon((!A&��� System located at 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. fProvided:Construc on)st a comp,et dwvithin three years of the date of this permit. f Dater/ Approved b i PP Y �:" Town of Barnstable t"ETO�Y Inspectional Services Public Health Division BARNSPABM MAC � Thomas McKean, Director Ar�cr�+A�A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7- 12-2 I Sewage Permit# Assessor's Map\Parcel GY 1/9-6 Designer: To qM o gm LL-K Installer: � �,�/iI� Address: e r ' ���� �� i/1.0� 1. IDLY I�SSoG, t►�L Address: , To hy- 1773 . On as issued a permit to install a 'd (date) installer) septic system at Is O N(2+/A z> based on a design drawn by (address) A SSOC, INC. dated 6 —,7`2-o crv1so q — t ej•-2_0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the to rms of the I\A approval letters (if applicable) N OF MASsq+► a� c JOHN M. cn staller s Signature) z o'REILLY �+ c� clw NO. 36200 ` A A, (Des lgnature) (Affi c 4L Safi'4 p Here) PLEASE RETURN TO BAR ABLE PUBLIC HEALTH DIVISION. ,CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Woa\deptAHEALTH\SEWER connecllSEPTICU)csigner Certification Form Rev&14-13.DOC Bk 32995 Pg276 #29262 Town of Barnstable 06-18-2020 @ 11: 59a Zoning Board of Appeals ZO ,flit; '22 Decision and Notice Special Permit No.2020-020-Kalkus Section 24047.1 (B) (4)-Family Apartment To convert an existing detached accessory structure to a Family Apartment Summary: Granted with Conditions Appflcartt: rmothy J. and Maria J. Kalkus 17291 Osterville Lane, Huntington Beach CA Property Address-, 99 Old Farm Road,Centerville,MA Assessor's Map/Parcel: 231/026 Zoning: Residence D-1(RD-1) Hearing Date: May 27,2020 Recording Information: Deed Book:28598 Page:76 Plan Book:36 Page:69 Background Timothy J. and Maria J. Kalkus applied for a Special Permit pursuant to Section 240-47.1 - Family Apartments The Applicants propose to convert an existing detached accessory structure into a Family Apartment. The subject property is located at 99 Old Farm Road, Centerville, MA as shown on Assessors Map 231 as Parcel 026. It is located in the Residence D-1 (RD-1)Zoning District. The subject property consists of a .41 arse lot with frontage on Old Farm Road overfooking Lake Wequaquet in Centerville. According to the Assessors records, the lot is currently developed with a single-family-dwelling consisting of 1;394-square'feet of living area (3,056 gross square feet), 2 bedrooms, and constructed in 1948. There is a 440 square foot accessory structure on site constructed in 19M. The,principal-dwelling.,will not change.but-the.Applicants are proposing to create a family apartment within the existing accessory structure. The area consists of mostly undersized lots and residential in use. Procedural a Hearing Summary Special Permit Application No. 2020-020 to convert an existing detached accessory structure into a family apartment was filed at the Town Clerk's office on April 1, 2020 and office of the Zoning Board of Appeals on April 6, 2020. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on May 27, 2020 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were: Alex Rodolakis, David Hirsch, Jacob Dewey, Paul Pinard and Bob Twiss. Matt Teague of Reef Builders presented the application before the Board. Mr. Teague reviewed the application and the family need for a family apartment. He presented this application for a Special Permit as this family apartment is proposed in a detached structure. Mr. Teague described the property, the.family history, and the construction required. He stated the applicants will comply with the requirements of the Ordinance. The Board discussed setbacks and reviewed the requirements for a family apartment. , The Board Chair requested public comment. No testimony was given. Bk 32995 Pg277 #29262 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2020-020-Kolkus Findings of fact At the hearing on May 27, 2020, the Board made the following findings of fact in Special Permit Application No. 2020-020, a request to create a family apartment in a detached structure: 1. The application falls within a category specifically excepted In the ordinance for a grant of a special permit- Section 240-47.1. S. allows a Special Permit for a Family Apartment in a detached structure. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinanoe and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed family apartment would not be substantially more detrimental to the neighborhood than the existing dwelling. The Board found the structure already exists and therefore would not alter the neighborhood. 5. The single-family nature of the property and of the accessory nature of the detached structure are preserved. The Board found the structure already exists and therefore would preserve the nature of the property. The vote to accept the findings was: AYE: Alex Rodolakis, David Hirsch,Jacob Dewey, Paul Pinard and Bob Twiss NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2020-020 subject to the following conditions: 1. Special Permit No. 2020-020 is granted to Timothy J. and Maria J. Kalkus to establish a family apartment in the existing detached accessory structure at 99 Old Farm Road,Centerville, MA. 2. The site development shall be constructed in substantial conformance with the plan entitled "Existing Conditions Site Plan' by J.M. O'Reilly and Associates, Inc. dated March 12,2020. 3. The proposed development shall represent full build-out of the lot. Further developmentxotthe-.. lot or construction-6f additional accessory structures Is prohibited-v*hout:prior-appreval•from the Board. 4. The Applicant must comply with the restrictions in Section 240-47.1 Family Apartments C. Conditions and Procedural Requirements 1-4 of the Ordinance as follows: a. Certificate of occupancy. Prior to occupancy of the family apartment, a certificate of occupancy shall be obtained from the Building Commissioner. No certificate of occupancy shall be issued until the Building Commissioner has made a final Inspection of the apartment unit and the single-family dwelling for regulatory compliance and a copy of the family apartment accessory use restriction document recorded at the Barnstable Registry of Deeds is submitted to the Building Division. b. Annual affidavit. Annually thereafter, a family apartment affidavit, reciting the names and family relationship among the parties and attesting that there shall be no rental of the principal dwelling or family apartment unit to any non-family members, shall be signed and submitted to the Building Division. c. At no time shall the single-family dwelling or the family apartment be sublet or subleased by either the owner or family members). The single-family dwelling and family apartment shall only be occupied by those persons listed on the recorded -':.:. :- .... -- -a.-=:a-"r�un:._N::ca:»e_.n-ae+.cxr�•,m::;ur-x'::,sr+�.•:s.-1. Bk 32995 Pg278 #29262 Town of Barnstable Zoning Board of Appeals-decision and Notice Special Permit No.2020-020-Kalkus affidavit, which affidavit shalt be amended when a change in the family member occupying either unit occurs. d. When the family apartment is vacated, or upon noncompliance with any condition or representation made, including but not limited to occupancy or ownership,the use as an apartment shall be terminated. Alf necessary permit(s) must be obtained to remove either the cooking or bathing facilities (tub or shower) from the family apartment, and the water and gas service of the utilities removed, capped and placed behind a finished wall surface; or a building permit must be obtained to incorporate the floor plan of the apartment unit back into the principal structure. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Bamstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to the issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE:Alex Rodolakis, David Hirsch,Jacob Dewey, Paul Pinard and Bob Twiss NAY: None Ordered Special Permit No. 2020-020 to create a family apartment in a detached structure at 99 Old Farm Road, Centerville, MA has been granted with conditions. This decision must be recorded at the 13amstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be fil d in the office of the Barnstable Town Clerk. S oZ� Alex Modolakis,Chair D;R Sig ed 1,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk- Signed and sealed this day of under the pains and penalties of Perjury Ann Quirk, Town Clerk 3 Bk 32995 Pg279 #29262 "4t WL Town of Barnstable „a = Assessing Division '�P • 367 Main Street,Hyannis MA 02601 www.tovvnofbarnstab)e.as Ofrwe: 50"624022 Edward F WNeir,MAA FAX: 508462-4722 Birector or Assessing ABUTTERS UST CE 77R A710N DATE: May 7, 2020 RE: Abutters List For Parcel(s) :231-026 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied, excepting parcel 231-025,with a card attached for the new mailing address. Board of Assessors Town of Bamstable Bk 32995 Pg280 #29262 Tmnoi SalnStabla Gmg aplfz Information Sysl*fA 5,2020 ato1J =tso MI. Mom atas 9170 .. i•i. BIO7a _ - i/tJ �i1G]n L�/OeS at: 2%oil 40 1025 e:15 i51 ,NW i21O atp �•r� - ire 44 :tse 'St6dY 22310-1 " '°71GCP :.`r;o .•:ems.. 7sloa itsSis _ f~ +cry �.t� i t+s �tOle F�$t 131O10 - .:'3i219' �y 2stma sal eu1 ara . . i V - es5 N G1NHf/1:Ttiv nrnhb•aa+�rl r..rGnM:lt. "w Jb ►tW:211 Paroet an Zoning Board of Appeab RaA) S01�Parcel � Yj 1 tw.•mrmy.enplwnxroji/.t:ry�^wnm1=.. r,,.r;r+:w r-rt:v av�b K Mutter list Type.Px16cs of ir�.sMU am inose Wt'O1Y aD(+oSb sageet W.on .an or ale:ltlet Or Wit 7M un�ae�stgapuuca.NoBfimiionotrt Abutters ro s'+l.aol�•ede:. 'zdar-rro'rhwf=ms tv.':rnca:l�.«v�i YAK plt� Y p t sroa:+oa z nrsrnlwv w-va>r nbt.-.'M a eyrK++ +t m•r+v _ prcperl! ies vritlen 3M IW*9 o1 the SVWW IOL ... Buffer aN rit�bRiYw. Bk 32995 Pg281 #29262 Barnstable Patriot-05/25/2020 Page:604 Town of Bamtable r. Zo.*q Board of Appeal& ntr Nona rd Public Heamgs undnlhe2orniap Ordinance am 66ay 2T,2020 To al;persons interested in or affected by the actions of Ufa Zordrg Min Beard of Appeals.you are hereby n01'%d.pursuant to Seed"11 of ft Chapter 40A of ere General Iowa of the Comrnonrrea"M those. 0 ci unlls;and a9 amendments tbde0o,tl+at a public hearing On the D =toDo Inrg appeals YAI be held on Wednesday,May V,202D,at the d: 7.00 PM Appeal No.2020-020 Kalkus Timothy J.and Marcia J.Kalkes nave applied far a Special Permit merft The Applicants m pmposinp to uoint in mmind an wiisfa�0 its accessory struc in- to a Old Farm Road.Cerdde�rvlic.IAA as shoom on Assessors OW 231 ftard. The subieM am"is local ats Per- b a ad On.It is leafed m Ere Raidanee D-1(RD-1)Zoning DWa an Car 7:M PM Appeal No.ZM-021 Thaler We .ban E Thalei Tnift of the Joan E.Thaler Revocable Trust has stal petitioned for a A(odlfication of Variance No.19fo6.26 or a new Var- mg' imce pursuard to pursuant to Section 24(1,125(8)(1)(c)(afire Town e(Barnstable Zoning Ordinance in ardor to deco ish and rebuild a Do$ smaoer,daaebed garage. Variants No.1955.211 v=praroad in ore der to tonstn�a 2-car garage and shed approxiruatellr 3 het from SO. ft solowesterly side Yard sedraak The proposed garage will be and placed approximaQeTy,at ea closest 5.4 teat adlere ten(1 teat side PrOr yard sNbaGt is required by Seoft 240.11(E)In do ResWence D-1 Zmeng District in which the subsea property is locallod. The subject properly is locate at 139 Point of Pubs Avenue.Cernarvr7[,MA as �D shown on Assessors Map 230 as Parcel073. These pudic hearings will be held an Wednesday.May 27.20213 at the Barnstable Town Hal,367 Main Street Hyannis,MA,James H. 1M.&I Crocker Jr.Hearing Room bcated on the 2nd floor.or by remote participation ins" 3 32 Vie Zoning Board of Appeals is urreMe to hold a meeling in a public place find is open and physicNy access! We W the public due to Vie CMD-19 state Of emergency in the tom- Am momaeabh of lAtgrsapa Pleas review the otbdol agenda filed will the enmsable Town Clark at last 48 boure Inadvaxe of the 4 to bearing at ht"lAewwtmv notbarn�ownClaAJ h for itlMnnation an pubtie scum Ha Should a remade mpetinp be nwssay,the followiry shall apply- 12:t Alternative public access to this moding shell be provided in the fog- Safi as 1 1 Th e manner fneefing wilt be televised via Channel 18 and mar be viewed Cor via the Channel 1s vrehsite at tdtp*Itsbeanunp85.tawnot mntstdnk. uWablecastpubtrt$ile/ 2 Real-time access to the Zonfrg Board of Appeah sneering is avail- able utdizing the Zoom link ortelophane number and Meeting ID pro- vided below.Public comment can be addressed to the Zoning Band of Appeals by laftap the Zoom link or telephom number and Meet- ing ID provided below: htlpaJ2oom.ust 81110G26as D Men"ID:$62 OW 21015 t Or by aallmp' US Totl4.888475 4499 Medial;IM.go SW 2W 8.Applicants.their representatives;and individuals required or ems• ire led to appear before glue Zoning Board of Appub rosy appear re- motely and are not permitted to be physically preswd at the mosdrro. and may fVwugh accessing Me link or telephone number TFD provided Hoary e#ubfa&WOr visual presergations ttiould be submitted in advanoe of the meninp4 1O-annabrighams town.barmlable.ma os, so that Dry nW1 he dB�Yed fat Temple putntie atte55 viesrisnp, ••• plans and app>laations may be fe"We i M comaaing am a brigham 4Da smAamadbne.rra ar or calling Soll-m4m Ad Barnstable Patriot Alms Wailakis,Chair May 8,2020 and May 15.=1 Zmring Baird at Appeals G JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS Copyright(c)2020 Cape Cad Media Group,Edition OSM/2020 RECEIVED & RECORDED ELECTRONICALLY June 11,2020 2:47 pin(GMT d:00) Powered by TECMAVIA r �� 2 10e No. Fee /571 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ripfiratiou for Disposal 6pstem Coustrurtion permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System 'Individual Components Location Address or Lot No. Q1 Old �•,�- ,iA Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a j' — v0� Cec7l e;v�4 - on co'es'm 0 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. `jQ.1C �5 Type of Building: Dwelling No.of Bedrooms �' Lot Size 9 v sq.ft. Garbage Grinder(4p), Other Type of Building O-fip— No.of Persons 3 Showers(LI-Ircafeteria( kill' Other Fixtures G-. 4-C Sl S>k L Design Flow(min.required) gpd Design flow provided s ,5� gpd Plan Date Ill 1S� Number of sheets y C Revision Date Title Size of Septic Tank Type of S.A.S. `�2S1C'�S _ �a.s� ZC 31 Xal Description of Soil 1� �C D ��cc-, T>bcx -- P� C,.1Z Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the c structi n and • ai tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t Environme al de and not to place the system in operation until a Certificate of Compliance has been issued by this Board oLealth. Sig Date Application Approved by Date o Application Disapproved by Date for the following reasons Permit No. ld Date Issued v �u � sf I �ri /1/q No: f/1 / i 1J r / Fee -� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION - TOWNOF BARNSTABLE, MASSACHUSETTS ftplitatlon for Disposal *pstrm ConstrUttion i3erm t Application for a Permit to Construct( ) Repair( ) Upgrade) Abandon( ) ElComplete System •Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. !� Assessor's Map/Parcel — Uo 3 e ,� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �ccn Jh �S ���' �J 5��3- ��iL4452 v v- / ) Type of Building: L �101c k!/ Dwelling No.of Bedrooms '�, 9qv r f, Lot Size 9 IQ sq.ft. Garbage Grinder(� Other Type of Building No.of Persons Showers(L.,KC afeteria( Other Fixtures t<„ . Design Flow(min.required) gpd Design flow provided < ) gpd Plan Date—moo` \ Number of sheets c-2 Revision Date 11 Title `~ o Size of Septic Tank Type of S.A.S. I � �K 3, Description of Soil Nature of Repairs or Alterations(Answer when applicable) n Date last inspected: Agreement: The undersigned agrees to ensure the co tructi and ; amtenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th nvironmetltal ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Health. ) Sig Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. e2 o/ y ; Date Issued V J --------------------------------------- --------- --------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( Abandoned( )by at 6 R A has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.av I Cl— � / dated Installer Designer #bedrooms Approved design flow gpd The issuance of this pei it s all not be construed as a guarantee that the system will fun to Isesigned. Date - Inspector t ( 1 2 - - - ---------------------------------------------------------------------------------------------------------------------------------------- No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3perm[t Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at ��C p RA 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 0 /` C /,, �1 Approved by Town of Barnstable Inspectional Services Public Health Division Bnnxsraar.e. MASS i639. Thomas McKean, Director �� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form S 1 Date: I 3 1 Sewage Permit# � QI Assessor's MaplParcel �S oo S Designer: "f) S�)e4 Installer: Ste, SOV. R.,C5 Address: (D iSir Address: t7 �30V i's-me CL", Pee On p C M C.F,, ,was issued a permit to install a (date) (installer) septic system at Cal 6 1;�C'4-m Y161 based on a design drawn by C�C�� (address) s _ dated 1 —I 5— (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the to rms of t app val letters (if applicable) f ra is q t; e s Wthaturij (De ' er's tgnatu (Affix Designer S'A re) ., SA N I T PLEASE RETURN T O BARNSTABLE PUBLIC HEALTH DIVIS ERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. t THANK YOU. " WoMdeptMEALTRSEWER connecASEPTIC1)esigner Certification Form Rev&14-13.DOC { �DF� yowti Town of Barnstable Inspectional Services Department, -,BARNSTABUE ' Z X" sbgq. Public Health Division �0 OtAD�b 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7015 1730 0001 4988 1593 September 9, 2019 COLESANO, ANTHONY J & WENDY A 96 OLD FARM RD CENTERVILLE, MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 96 Old Farm Road, Centerville, MA was inspected on 08/23/2019 by Sean M. Jones, 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 15.00) due to the following: • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF OARD OF HEALTH ean, R. . Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\96 Old Farm Road Centerville.doc I►E snxxsrnBi.e, Town of Barnstable �n a 1639• Inspectional Services Department `fro •orfD 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. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ❑ Structurally unsound septic tank or SAS O 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 ❑ 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 '- Title 5 Official Inspection Form r, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments , u 96 Old Farm Road Property Address r Anthony&Wendy Colesano Owner Owner's Name / information is Centerville ✓ Ma 02632 8/23/2019 required for every page. City/Town State Zip Code Date of Inspection r 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 Sean M. Jones key to move your Name of Inspector cursor-do not S.M.Jones Title V Septic Inspection use the return Company Name key. 74 Beldan Lane ,Q Company Address Centerville Ma 02632 Citylrown State Zip Code 774-248-4850 smjonestitle5@gmail.com, S14522 sean@smjonestitle5.com 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 8/23/2019 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 4� 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. Cityrrown 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 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . � 96 Old Farm Road �V Property Address Anthony &Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 required for every 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: t5ins d c o rev.7/26/2018 P Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 L Commonwealth of Massachusetts -� Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,v 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 required for every 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: **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: Y pp Y 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 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 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 '/2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the 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. ® ❑ 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 l5ins .doc•rev.7126/018 p 2 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts -p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments V 96 Old Farm Road Property Address Anthony&Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 required for every page. City/Town 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)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts �tl - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 96 Old Farm Road u Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: 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: 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)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Date t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 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: 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 TOWN OF BARNSTABLE LOCATION —I o 0 C\ `^gym V` SEWAGE# ao IQj " 4 I-5 VILLAGE (Ip , ,1\2 ASSESSOR'S MAP&PARCEL oZ S1 —003 INSTALLER'S NAME&PHONE NO. gqy F y• s�y�`� 5 oa'a}4 I SEPTIC TANK CAPACITY 1 Oa qA LEACHING FACILITY:(type) 'Cce: cS (size) 3'x a' x 3a 5 NO.OF BEDROOMS OWNER PERMIT DATE: In 1301 9 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5+ Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) (1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility Feet FURNISHED BY old A Dec I a l S Ra - p opx>x laSP Rork 9 3 ,As i Commonwealth of Massachusetts Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 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: 2001 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Ill. r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 96 Old Farm Road V Property Address Anthony&Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallons Sludge depth: 5" Distance from top of sludge to bottom of outlet tee or baffle 3' Scum thickness 2" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? Opened covers and took measurements Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Water level was 3" above outlet invert. Tank was structurally sound. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 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 f , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 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 1 2„ 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.): Distribution box was full to top. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 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: ® leaching chambers number: 2 ❑ 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 �' M1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments v 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. City/Town 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.): Leaching facility was full resulting in a failing inspection. 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 V � 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. Cityfrown 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.): 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 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 required for every page. CityTTown 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 1tc_r 0 � ❑ � A ( 23, (� 1 1 � r r 3Y (� 33 J�3 L-t3 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 I ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony&Wendy Colesano Owner Owner's Name information is Centerville Ma 02632 8/23/2019 required for every 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: 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: Groundwater was not established 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 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 96 Old Farm Road Property Address Anthony &Wendy Colesano Owner Owner's Name information is required for every Centerville Ma 02632 8/23/2019 page. Cityfrown 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 E?.k 32 98 F'S 1:13 052001 22--2019 Q 09 27CL DEED RESTRItTfON WHEREAS, Anthony J & Wendy A Colesano of owner's name) e) 96 OLD FARM ROADr CENTERVILLE, MA (address) is the owner of 96 OLD FARM ROAD located (address) at CENTERVILLE MA (hereinafter referred to as 96 OLD,FARM ROAD and.being shown on a plan entitled "Subdivision of Land,,in PLAN OP LAND IN'CENTERVILLE MA, Property of HAROLD E. & RUTH A. WI LSON et al, DATED AUGUST 4i 1952 AS LOT, D'& LOT OF€LIZABETH R CARS'ON, duly recorded in Barnstable County Registry of Deeds in Plan Book 105 , Page 107 Or on Land Court Plan Number N/A WHEREAS, Anthony.J & Wendy A.-Colesano as the owner of said lot has (owner's name) 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 lot as a Pre-condition to obtaining a disposal works construction permit in compliance with 310.CMR:15.000 State Environmental Code, Title.V Minimum Requirements for the Subsurface Disposal Sanitary,Sewage; WHEREAS, the Town of Barn stableof Health`, as apre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental,Code, Title V,.Minimum . Requirements for the Subsurface Disposal bf Sanitary Sewage, and authorizing the issuance of a'building permit for the construction of a single family'home on this,property, is requiring that the agreement for the>restriction on the number of bedrooms.in any house constructed.,onahe:lot be.put on record:with the Barnstable County.Registry` of Deeds by recording this document; f NOW, THEREFORE Anthohy,J & Wendy-A.�'Colesano does hereby place the — (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board,of Health which restriction shall run with the land a.nd be binding upon all successors in title: 1. 96 OLD.FARM ROAD,.CENTERVILLE, MA may have constructed (address) ..upon the lot,a house containing no.more than, THREE ( 3.) bedrooms. Anthony J & Wendv A. Colbsano agrees thatthis shall be permanent deed (owner's name) restriction. affecting' . Residential Property located on 96 OLD FARM ROAD, 'CENTERVILLE, MA, and being shown on the plan recorded in Plan Book 105 Paged 107 Or on,Land .Court Plan NlA For title of 96.01d.Farm Road, Gen terville;'MA seethe following.deed: Book 20:195 " Page.' 61 Or.LandsCourtCertificate of,Title Number Executed as-a sealed instrument cqy i day of._ O n' , 's s 'nature ner' signature COMMONWEALTH OF MASSACHVSETTS SS 4a,eassaas ' Then p rsonally:app `are °the abov med. known to me to,be the person`. o;;e ecute 4h f regoing mstrument and acknowledged; the same to be Pi `free.act and deed; before me, NN P�� ..........ri • c,9 w " otary bl o ! y commissio pine O (Q plARY PVC G•� . "'••:;y�MorvwEP`'� `;'�• ®ARRVABLE''R dF I eHus�.�� 'John. EQISTRI(;, SEED date) ►,,, F, Meade;.Register, Page 1 of 1 96/-J 11GF�, TQW� N OF BARNSTABLE LOCATION ` _SEWAGE VILLAGE ^ /ASSESSOR'S MAP&LOT y INSTALLER'S NAME&PHONE N0. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) LP7 'izc) nx al NO.OF BEDROOMS yyJ JJ /�/tom BUILDER OR OWNERir�i PERMITDATE:_64-1-0Ii� COMPLIANCE DATE )1TI II I07 Separation Distance Between the: i 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 i C� https://itsgldb.town,barnstable.ma.us:843 1/Home/ShowAsbuilt?mp=2 5 1003&sq=1 9/16/2019 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form Inspection results must be submitted on this form or on the official Title 5 Inspection Form dated 6/15/2000. Inspection forms may not be altered in any way. A. Certification Important: When filling out 1. Property Information: forms on the computer, use 96 Old Farm Road- Centerville MA only the tab key Property Address to move your Edward and Erika Marshall Z cursor-do not Owner's Name use the return key. 96 Old Farm Road Owner's Address VQ Centerville MA 02632 City/Town State Zip Code Date of Inspection: July 13, 2005Date 2. Inspector: David D. Coughanowr, R.S. Name of Inspector Eco-Tech Environmental Company Name 43 Triangle Circle Company Address ' co Sandwich MA ;z02563 City/Town State ip Code 508 364 0894 ' Telephone Number 22 Certification Statement: I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 2-S July 13, 2005 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 1 of 16 f a Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form A. Certification (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Inspector's Note==> A septic system is deemed to pass this Real Estate Transfer Inspection if it does not trigger any of the failure criteria listed below. The septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 2 of 16 Commonwealth of Massachusetts L w Title 5 Official Inspection Form Not for Voluntary Assessments ;M Subsurface Sewage Disposal System Form A. Certification (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 3 of 16 Commonwealth of Massachusetts W Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form 'GSM A. Certification (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection C) Further Evaluation is Required by the Board of Health (cont.): 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: I t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 4 of 16 i Commonwealth of Massachusetts W Title 5 Official Inspection Form a Not for Voluntary Assessments Subsurface Sewage Disposal System Form G�M A. Certification (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection D)System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/z 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] Yes No ❑ ® 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. t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 5 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form 4�M A. Certification (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. YES NO ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 6of16 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form -, 1h, SVey`r B. Checklist 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Check if the following have been done. You must indicate "yes" or"no" as to each of the following: YES NO ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 7of16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments iG^M Subsurface Sewage Disposal System Form C. System Information 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 gpd Number of current residents: 3 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 292 gpd 9 ( Y 9 (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 8 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 CitylTown State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection General Information Pumping Records: Source of information: owner Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? Volume of tank= 1500 gallons Reason for pumping: maintenance Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Age: 4+years. Certificate of Compliance issued 6120101 (Board of Health permit#2001-402) Were sewage odors detected when arriving at the site? ❑ Yes ® No t5-2116.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 9of16 I Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments iG^M SV �• Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Building Sewer(locate on site plan): Depth below grade: 2 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.): Sewer appears structurally sound with no evidence of backup or leakage into dwelling Septic Tank (locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of ❑ Yes ❑ No certificate) Dimensions: 10.5 ft x 5 ft x 5 ft(1500 gallon) Sludge depth: 8 inches Distance from top of sludge to bottom of outlet tee or baffle 26 inches Scum thickness 6 inch Distance from top of scum to top of outlet tee or baffle 8 inches Distance from bottom of scum to bottom of outlet tee or baffle 10 inches How were dimensions determined? Design Plan t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 10 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form - Not for Voluntary Assessments iG M SV a�$ Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping not required at this time but maintenance pumping is recommended every two years. Tank and tees appear structurally sound and functioning as intended. No evidence of leakage in or out was observed. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): t5-2116.doc• 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 11 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments ;M Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert At outlet inverts 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.): D-box appears structurally sound with no evidence of leakage in or out. Few solids in sump. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 12 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 1 ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Soils above leaching gallery appeared unsaturated. No evidence of surface ponding, breakout, lush vegetation, or other evidence of hydraulic failure was observed. A bucket of water was poured into the distribution box and was observed to pass through in a rapid and unobstructed manner, and could be heard splashing down loudly into the leaching drywell units. t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 13 of 16 Commonwealth of Massachusetts W Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form iG^M 50y`e C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 14 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments iG M Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. LOCATIONS D-BOX 3 A B1 19.5 f t 23 ft 0 2 - 2 27 ft 30.5 ft SEPTIC LEACHING 3 32.5 ft 34 f t TANK o GALLERY I A B EXISTING DWELLING # 96 W Z J W W 3 I OLD FARM ROAD NOT TO SCALE t5-2116.doc•11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System- Page 15 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form C. System Information (cont.) 96 Old Farm Road Property Address Centerville MA 02632 City/Town State Zip Code Edward and Erika Marshall July 13, 2005 Owner's Name Date of Inspection Site Exam: Slope Surface water Check cellar Shallow wells Estimated depth to ground water: 16.5 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: 6/20/01 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 system to be 16.5 feet above nearby Lake Wequaquet. t5-2116.doc• 11/2004 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 16 of 16 -\ COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS N � DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner August 20, 2002 Susan G. Rask RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Nitrogen Loading 367 Main.Street Aggregatio.Plan- 310 CMR 15.000 Hyannis, Massachusetts 02601 "Title 5 of The State Environmental Code" for 96 Old Farm Road, and Centerville Transmittal No. W025102 Edward Marshall 190 Connors Road Centerville, Massachusetts 02632 Dear Ms. Rask and Mr. Marshall: The.Southeast Regional Office of the Department of`Environmental Protection has completed a review of the application for approval of a facility aggregate nitrogen loading plan for the above-referenced facility submitted in accorddi ice with 310 CMR 15�:216. The application included unexecuted copies of the Grant of Title 5 Nitrogen Loading Restriction and Easement on Credit and Facility Land documents. In addition,the application included supporting calculations and a plan titled: "EASEMENT SKETCH PLAN FOR NITROGEN LOADING RESTRICTION AT 204 CONNORS ROAD CENTERVILLE, MA ASSESSOR'S MAP 251, PARCEL 1-2 JULY 15, 2002 1"=40' CAPE COD ENGINEERING, INC. 50 LELAND ROAD, BREWSTER, MA 02631" It.is the opinion of the Department that the requirements for approval of the facility aggregate:.nitrogen-loading plan_have been adequately addressed.' The Department hereby.. approves the plan as proposed subject to the following'condit>ons: This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.mass.gov/dep Co Printed on Recycled Paper 2 1. The dwellings located on the lot covered under the facility aggregate nitrogen loading plan is limited to the number of bedrooms noted in the Nitrogen Loading Restriction and Easement. 2. The credit land is restricted from further nitrogen loading in accordance with the Nitrogen Loading Restriction and Easement. 3. This approval shall not be construed to mean that the Department has approved any proposed subsurface sewage treatment and disposal system to service dwellings on these lots. Permitting of such systems fall within the jurisdiction of the Falmouth Board of Health. In the event that a variance or any other review and approval of any or all proposed systems is required,the appropriate applications should be submitted to the Department after local review and approval. 4. Consistent with the terms of the Nitrogen Loading Restriction and Easement, the applicant(s) must file a certified Registry copy of the Grant of Title 5 Nitrogen Loading Restriction and Easement on Credit and Facility Land documents, with both the Barnstable Board of Health and the Department within thirty(30) days of recording. The issuance of this approval does not relieve the involved parties from complying with any applicable Massachusetts and local laws and regulations. If you have any questions,please contact Christos Dimisioris at(508) 946-2736. Very truly yours, J JJ--q Brian A. Dudley Bureau of Resource Protection D/CD/bh cc: Robert M. Perry Cape Cod Engineering, Inc. 50 Leland Road Brewster,MA 02631 DEP-Boston Watershed Permitting Program, Title 5 Section DEP-SERO ATTN: Anne Bingham I 0 TOWN OF BARNSTABLE LOCATION '� SEWAGE # VILLLAG ASSESSOR'S MAP & LOT-2u, 003 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ize) NO. OF BEDROOMS BUILDER OR OWNER . PERMITDATE: b/xb ire I COMPLIANCE DATE: 6 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 h60i z OLD • FARM ROAD s BB° 53' 22" E 42 55' - - 65.00' C"a % I ; � � i A.M. 251 3 .1 0 O 13.p• � �•,;a ti I . SO" L--- ti —————— ! FOUNDATION j 9.6 A.M. 251/5 .20.4• •2 ti � A.M 251/157 �g A.M. 251/4 AREA= 16,9�3Of sq/ft .l pp OLD f Aro" A.M. 251/7 ti FLOOD ZONE "c"_ FOUNDATION CERTIFICATION RES ZONE. 'RD-1" TO WN.•CENTER VILLE SCALE-1'130 PL.REF. 105 107 E'LEV-N/A I CERTIFY THAT THE ABOVE ` YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON P.� 0. BOX ,265 THE GROUND AS SHOWN, AND o �c IT'S' POSITION___ DOES UNIT 1" 40E INDUSTRY ROAD CONFORM TO THE ZONING LA W MARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF TEL: 428- 55 BARN ABLE' �,�� ,� FAx 420-5553 ---�7 —L� T ------ JOB PA UL A. MERITHEW DATE 11 QZOI NUMEERA'�?63 CB TOWN OF BARNSTABLE CFTHE�v m�Qy wo OFFICE OF i BARTSTAU BOARD OF HEALTH NAM p �o i639• �� 367 MAIN STREET �Fo MpY HYANNIS,MASS.02601 October 31, 2001 Robert M. Perry, P.E. Cape Cod Engineering Co. 50 Leland Road Brewster, MA 02631 Dear Mr. Perry: y You are granted permission to construct an onsite sewage disposal system for a three bedroom home to be constructed at 96 Old Farm Road, Centerville, Massachusetts. This permission is granted with the following conditions: (1) No more than three (3) bedrooms are allowed at 96 Old Farm Road, Centerville. Dens, study rooms, sleeping lofts and similar-type rooms are considered "bedrooms" according to MA Department of Environmental Protection. (2) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds, restricting the dwelling at 96 Old Farm Road, Centerville to 3 bedrooms. (3) No more than (3) three bedrooms are allowed at 204 Connors Road, Centerville. The existing "exercise room" door shall be removed and the doorway shall be widened to 5 feet minimum as shown on the revised plans submitted by the applicant on October 9, 2001. (4) The owner of 204 Connors Road, shall record a deed restriction at the Barnstable County Registry of Deeds restricting the number of bedrooms to three (3) maximum at 204 Connors Road. (5) The applicant shall obtain the approval from DEP to apply some land area from 204 Connors Road to benefit the owner of 96 Old Farm Road, Centerville in order to construct three bedrooms. This permission is granted because the overall nitrogen loading from these two, properties 96 Old Farm Road and 204 Connors Road, when calculated together I 96 old farm will meet the nitrogen loading requirements of the State Environmental Code, Title V. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs 96 old farm L � 204 Connors Rd. Centerville, MA 02632 October 9, 2001 Re: 96 Old Farm Rd. Barnstable Board of Health Attached please find four(4) copies of the revised floor plan for garage apartment located at 204 Conners Rd. As you will see the entrance to the exercise room has been widened to 6 feet with no door. Sinc ri y, 61 f Edward W. Marshall, 111 t Garage 204 Conners Garage First Floor - a 1 Closet loset - ,r ----------------- Closet -----......._...._.... o. Living Room c Bedroom Revised Plan Bathroom Exercise Room - i Storage Garage Apartment Second Floor 204 Conners -t CAPE CODEtYCIAIINYG, X Robert M. Perry, P.E. 50 Leland Road Brewster,MA 02631 Tel./Fax 508-896-4861 bobper�pecod.net September 7, 2001 RECEIVED Town of Barnstable S E P 1 1 20 01 Board of Health 367 Main Street TOWN OF BARNSTABLE Hyannis, MA 02601 HEALTH DEPT. Re: 96 Old Farm Rd., Centerville To The Board of Health, Enclosed please find a variance request form, altered to be a"Request for Review". Also enclosed are copies of the septic system plan and a copy of a plan showing adjacent land. The adjacent land is recorded in Plan Book 506,Page 20. The adjacent three lots shown are under the ownership of Edward W. and Eileen A. Marshall. Lot 1 on this plan and 96 Old Farm Rd. ( lots 3 &4 on the attached assessors' map 251 ) are the subject of this letter. The septic system plan has been revised to reflect this application. The owners of 96 Old Farm Rd, Edward W. Marshall, III and Erika H. Marshall have an agreement with Edward W. and Eileen A. Marshall for the exclusive application of a land area, on Lot 1 for use by the owners of 96 Old Farm Rd. The land area herein-after called "the restriction" is for purposes of meeting the provisions of the State Sanitary Code, Title 5. Specifically, pursuant to 310 CMR 15.216 (2) Aggregate Determination,the owners of 96 Old Farm Rd. will apply the land area contained within the restriction on Lot 1 for an aggregate land area total for 96 Old Farm Rd. adequate to demonstrate a resulting, equivalent design loading rate of 440 gpd per acre(40,000 s.f.). For our discussion, the requirement may be given as 1 bedroom per 10,000 s,f and lot area or aggregate land area. Land area required for the restriction is determined as follows: ■ 96 Old Farm Rd. lot area= 16,930 s.E ■ Requirement for 3 bedroom capacity= 30,000 s.E ■ 96 Old Farm Rd. must find 30,000 s.f. — 16,930 s.f. =13,070 s.f. ■ Lot 1 land area=43,561 s.E ■ Existing residential use on Lot 1 = 3 bedroom total( 30,000 s.f. requirement) ■ Surplus land area : 43,561 —30,000 = 13,561 s.[ ■ The surplus land on Lot 1 exceeds the land area requirement for 3 bedroom allowance at 96 Old farm Rd. by: 13, 561. sf. — 13, 070 s.f. =491 st ■ The minimum restriction area is 13, 070 s.f. For numerical convenience the restriction will contain 13,100 s.f. The proposed area is shown for demonstration purposes on Lot 1 as a strip, 33 ft. wide, running along a portion of the southern lot 1 perimeter. The strip represents a numerical land area that can no longer be considered for an increase in the number of bedrooms on Lot 1, which must remain at 3 pursuant to 310 CMR 15.214. This three-bedroom restriction will be recorded with the chain of title for Lot 1 and 96 Old Farm Road. Application of the 13,101 s.f. for aggregate land area calculation for 96 Old Farm Rd. meets the provisions of 310CMR 15.216: (2) We understand that a review hearing is required for this application. We understand the meeting will be held September 25, 2001 at the School Administration Building, beginning at 7 pm. Thank you for your assistance. Please contact me directly should you have questions. Sincerely, Cape Cod En Bering,Inc. Robert M. Perry, P.E. CAPE COD ENGINEERING, INC. Robert M. Perry, P.E. 50 Leland Road Brewster, MA 02631 Tel./Fax 508-896-4861 bobperry@capecod.net September 6, 2001 ABUTTER NOTIFICATION FOR TITLE 5 HEALTH BOARD REVIEW As an abutter to 96 Old Farm Rd. Centerville, MA you are hereby being notified that Edward Marshall, as owner of the subject property is requesting approval of a plan to construct a three bedroom dwelling w/ septic system at the property. The plan requires approval. The approval falls under the provisions of Title 5, 31 OCMR 15.216. A land area of 13,100 s.f., appurtenant to#204 Connors Rd., also owned by the Marshall family shall be applied to the 96 Old Farm Rd. parcel in accordance with 310CMR 15.216 for purposes of aggregate land area. This does not represent a division of land of any kind. The application of the land area is to obtain a theoretical equivalent Title 5 hydraulic loading rate of 1 bedroom @110 gallons per day per 10,000 s.f.. The proposed use at 96 Old Farm Rd. shall be no greater than a three bedroom dwelling as the aggregate land area resulting shall be just over 30,000 s.f. The land use restriction at 204 Connors Rd. shall result in a maximum three bedroom dwelling capacity. A review hearing is scheduled for September 25, 2001 beginning at 7.00 PM at the Barnstable School Administration Building basement conference room. The application for the approval and the proposed plan can be reviewed at the Barnstable Health Dept. during working hours, excluding holidays, Mon. thru Fri. 8:3OAM to 4:OOPM. For further information or questions please contact the Health Dept. at 508-862-4644 or call. our office. Thank you. e ����(�' g •fir�'" 9 ; •} _.,� �" } xt {I-}:';;r�; �rkry3 t v{.. ��;� a'_ era'!.'." + - - pia '`• ttit �'fpr�xs�,.Tf 4�6 c i� 8`°�:r 6 R4 bR•�i.,4 s,4 a_''d k .... ::. 9` b •z L i ;l `•6 tsr r. v F 't}, '° yRs.S" r c� sta Syr ;•,,y ,�'s? t6m �r r � ., .' ,i.. °:•'R l�.�;'3_'F,YF _X . .,� - '..'.. ... ,.. .,e 6},_ � �.E`:�_iS Y 1...1 N. «...5 s t.Y .. , {�e•.i� tl�' -.Y"'S4 '!- . •,Y °Ft '°wti Town of Barnstable "P Regulatory Services * BAMSfABLE. 9 MASS. $ Thomas F. Geiler, Director 4� 039• .0 Public Health Division Thomas McKean, Director 367 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax:.508`-790-6304 June 26, 2001 Robert Perry, P.E. Cape Cod Engineering, Inc." 50 Leland Road Brewster, MA. 02631 Re: 96 Old Farm Road, Centerville Dear Mr. Perry, You are granted permission on behalf of your client Edward Marshall, to install an onsite sewage disposal system along with enhanced nitrogen removal technology. The permission is granted with the following conditions: 1. No more than two (2). bedrooms are authorized. Dens, study rooms, finished attics, sleeping.lofts, and similar type rooms are considered "Bedrooms". 2. A monitoring plan shall be submitted for the use of the proposed F.A.S.T System. 3. The designing engineer shall supervise.the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed in substantial compliance with the submitted plans dated May 1, 2001. Permission is granted because an enhanced nitrogen removal system is proposed for a new two (2) bedroom to be constructed on a 16,930 lot.- Sincerel Yours Sumner Kaufinen, M.S.P.H. Acting Chairman N. rs !_�� Fee `� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARE}STABLES MASSACHUSETTS S Rppfication for 30igpogal bpgtetn Cotvgtruction permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. 174 11,4 6 O FZc f pn (ZA Owner's Name,Address and Tel.No. 11 Aze wa -Z( Assessor's Map/Parce �� l O CO 4 R e rS" 00 6 rnIt-f o ' 3a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (CaP Aabp-r�- A- Pecrj. So e-c l a-n aQ R,d dQ 6 .3/ Type of Building: r// Dwelling No.of Bedrooms Lot Size AY, Q.56 sq.ft. Garbage Grinder(—') Other 'I}rpe of Building 5 -PrA w%_No.of Persons s9— Showers a) Cafeteria( ) Other Fixtures Design Flow c29&s gallons per day. Calculated daily flow r_QAQ gallons. Plan Date 519701 Number of sheets l Revision Date A- Title Size of Septic Tank f spa fir«1 10A Type of S.A.S.. Description of Soil: kec tv?�. SCt rl Nature of Repairs or Alterations(Answer when applicable) Allif n irca.ra�r: I Date last inspected: A/k- IN ALA FY IN Wl�lTi�SG ��•/1�f DI THE SYSTEM NST N STRle:T Agreement: ADCORD TO P� ' The undersigned agrees to ensure the construction and maintenance of the afor escn don-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in o eration until,a Certifi- cate of C pliance has been issu this Board of He / 0/0 I � � Signed Date o Application Approved by Date Application Disapproved for the following reasons Permit No. G�`l��'` %� Date Issuedd 1 s A" r os M Ji i Fee jai: " f R Entered in com i ter: / THE COMMONWEALTW`.OF MASSACHUSETTS p` WBLIC HEALTWDIV'ISI©N =TOWN OF BARNS;TA LE., MASSACHUSETTS , r ` Application fo b.igpo4ar 6p.5tem ngtruction 3permcit ; ••Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. q� 1d Q Q 0 Fa n� (Z J. Owner's Name,.Address and Tel.No. ; f uia ,d uj. Ilia f 5hc�l( Assessor's Map/Pazc ' 0 a b c. r 11 Installer's Name,Address,and Tel.No. r Designer's Name,Address and Tel.No. (CO) 778 8 8 7! Sd Gelcnd �� Oa6 3/ Type of Building: // Dwelling No.of Bedrooms Lot Size �Y� sq.ft. Garbage Grinder(--) Other Type of Building ,l No.of Persons 6- Showers(,:2-) Cafeteria,( ) t Other Fixtures W Design Flow 12 . gallons per day. Calculated daily flow c`1A gallons. Plan''Date Number of sheets Revision Date /t,L+- Title Size of Septic Tank SQ( ^4-g,11 a„ Type of S.A.S. Description of Soil OCt_M SG�ii r ►y,rs s Nature of Repairs or Alterations(Answer when applicable) Date last inspected: /V k o l 1,lv 1 Agreement: The undersigned agrees to ensure the construction and maintenance of the afor escribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in o eration until a Certifi- cate-of Compliance has been issue this Board of Heal ��p f Signed Date �114G O Application Approved by Date ,Application Disapproved for the following reasons S �. Permit No. i6'A01,1 Date.Issued `ZZA 15 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned )'by t to le 6 Old 1Ga�C nn a GQ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N d -'6 O ated 4o(i za r �?lsaUT Installer Designer The issuance of this permit shall not be construed as a guarantee that the syste will fur ction as a igned. Date 1 iQ l 1 I)I Inspector ha�i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS S 'Wi0pozal *pgtem Construction Vermtt� Permission is hereby granted to Construct� l Repair( )Upgrade( ) bando , ) System located all -� G /O 1C� Fa ,an o y 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: (�IIO��U0 Approved by V - 9� (u� dJcP��, TOWN OF BARNSTABLE �C' LOCATION '�I SEWAGE # VILLAGE ASSESSOR'S MAP & LOT-XSLOU3 OVI, INSTALLER'S NAME&PHONE NO. ' SEPTIC TANK CAPACITY , LEACHING FACILITY: (type) ize) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 1•T lIT COMPLIANCE DATE: 6 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 _+. j � CAPE COD ENGINEERING, INC. Robert M. Perry, P.E. 50 Leland Road Brewster, MA 02631 Tel./Fax 508-896-4861 bobperEy@capecod.net June 1, 2001 Town of Barnstable Health Dept. Board of Health 367 Main Street Hyannis, MA 02601 Re: 96 Old Farm Road; Request for Review; Assessors' Map 251, Parcels 003 & 004 To The Board of Health, Enclosed please find four copies of the Request for Review application, and 4 copies of the septic system plan and related documents for your review. The applicant, Edward Marshall, has authorized Robert M. Perry, P.E. of this office to represent him in the course of the application proceedings. The applicant is seeking consideration for aggregate land area determination for purposes of calculating the design flow of 440 gallons per day per acre (40,000 s.f as in Title 5). The subject lot contains 16, 930 s.f The applicant is seeking a two - bedroom dwelling at 96 Old Farm Road. The accounting for the additional land area requirement of 3,070 s.f. can be accomplished by applying the provisions of 310CMR 15.216(2). Our interpretation of the rule indicates that allowances for adjacent, vacant land under development restriction may be applied to the proposed development. In this case, a vacant lot lies directly adjacent. The vacant lot appears on the original subdivision plan (Plan Book 229, Page 79) as Lot 10. A note appears on the recorded plan restricting Lot 10 from being a building lot. Our opinion is that the circumstances fit the conditions of 310CMR 15.216(2) in that the directly adjacent, and legally restricted land area of Lot 10 (14,810 s.f) far exceeds the 3,070 s.f of additional land area required for consideration of a two bedroom dwelling on the subject applicant's lot. The applicant is also taking the opportunity to submit a typical maintenance agreement with J&R Engineered Products for a Micro-Fast Unit. Should the Board disagree with the demonstration of equivalent nitrogen loading for the subject property, the Micro-Fast unit will suffice for achieving the necessary nitrogen reduction. As we understand it from J&R Engineered Products, the general agreement, once approved by the Board of Health is then finalized and forwarded to DEP for a final review. In the event that the aggregate land mitigation is approved, a revised plan can easily be provided with the appropriate revision. We appreciate the opportunity to provide further information and testimony at your next available meeting. Thank you for consideration of the applicant's request. Sincerely, Cape Cod Engineering, Inc. R ert WMPerr;PP. I r {-- .� _ i iy � i ,� ,; ��; .� �..� �y May-09-01 16:01 EDWARD W. MARSHA-L 508 778 7232 P.02 1 le lie DATE: fl FER- ms& "g. REC, BY Town of Barnstable Board of Health 367 Main StWeL 14Nwinis ALI,`,OZ60 I FAN-, 3m-'?5"304 tv vs, J'j VARIANCE REQUEST FORM 1AX.ATION Propouty Addmss:_9_6 Q1 d___E,1__M 251/003,004 si;rzofLijt: 16,930 s.f. (total) WctW,dsWiWn300FL YtSXX Business IsTame. NO__ SubdivisioaNam: AITLIC'ANT'SNANift. Edward Marshall Phom 508-7,78-8871 K Did the owner of the pmpe;i3,_authorize)_�_011 to.represent 11im or hee, ye-qxxy Nu PROPEWf Y QWXER'S NAIVE COINTACIT 1VERSON N Edward Marshall Nara:: Robert M. Perry, P.E. Addrm— 190 Connors Rd. Cape Cod in ering, Inc. Ajdrex,,: 50 Leland Rd. Brewster, MA 0263' Centerville, MA 02632 Phane. 508-896-4861 C E FROM XV G111 L AT[ON(usz R q RUSOIN FOR VUITAN(�E; stL�h If Mon gnmilmdCa} Request_Eor__revijex___ --anrr'o ttli-tr-ogen-Ramox,-Ll-,qy-st-ercL gi4ilest far--review 1—ew ination NATURE OF WORK: Houma Addition 0 lfi)use Rencvation u R,;ptir rf FmIed Septic�Yvtmu 0 New Dwelling. mmpked kv qTw�- variance recut: F—.14f;a4)i%of LVo QaaWjtitr_d vari.mCe M-qumt for,-., FOU.-t0 cqnes-_f1uiwk4 dilaters-do.nal ftDjr pjW,_,,ubmimd(r.g.tvnxie plajj.or Maj:.ZrjF k1zc,,jcjj Sig-fled lc=&WLnLz!Nt t=PmPa-Y owner 9W'06;md YW o fuVz-=,q, hicWho-rzet tAis rwiks, taia j mail a tet=I.W,du-?s PM'w U)ltlzmfny�Jam;j Lppfi=;'s 03f TIFIt:V 41144at!M 15:>tare sT etntc t sands 'vsdance requtmt f'no r=tar lit'-pud modi&cawR' '.WwL4=s-tr OW,outside dining V.wimicie rwtv'e�fmieic and mir-imrto r!:F�mr "aiW M-Wa9t d- jai s�straw - Variam-,xqum'subm;Mcd mt N=,st t5 dAyswiar to tticding dale ­,NRUAINCE APPROED V Sur.Q.Rk-]N.Sr Cwffman NOT 4kpPROVF_J) A,Nim NU), 0 4 P LE 1 For 96 Farm Road, Centerville, MA J R SALES & SERVICE, INC. Ph=camoexean item madwd 44 CommercW Street avail payment and signed RAYN"AM, MA 02767 or4ow contract to. To.: (508)823-8566 JBtR Sates and price lac. FAx: (508)880-7232 44 Cal Sfta_ 8avnhM MA 02767 INSPECTION 8...E EFFLUENT TE9MG AGREEMENT This Inspection Agreement is entered into by J&R Sales& Service,Inc.(herein call J&R)and the FAST°° System OWNER(herein called OWNER),for the purpose of setting forth tams and conditions governing J&Ws obligations to inspect OWNEWs equipment fisted below. Upon acceptance of this agreement,J&R will render the following services only: r Equipment will be inspected at least 4 times per year'that this Agreement remains in effect,with the first inspection beginning These inspection will include: I) Testing of the sludge depth in the septic-tuk. 2) Inspection,power testing and cleardreplace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of FAST'System. 5) Notify OWNER of arty problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate plus travel and material. c J&R shall notify the local board of health and the 1 epartm x of Enviconmacal Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken, It is understood that by this Agreement J&R is not obligated to supply any Imo• Any additional.labor time will be billed to the OWNER at standard labor rates of$ 64.00 per hour. Emergency service between regular inspections will be provided at standard rates for tabor during normal business hours, after 5-00 PM avA on Saturdays time and one-h4 and double time on Sundays and holidays, minimum four(4) hours plus standard charges for parts plus mileage and travel charges. This agreement does not include wMenses to repair damage caused by abuse,accident,theft;acts of a third person,forces of nature, or altering the equipment. J&R shelf not be responsible for failure to render the service for causes beyond its control,including strikes and labor disputes. 1,i W W:qn tc? qP 'flew es92 sd) O 3NOHd CM-M8 : WW-1 i OWNER understands-and agrees that J&R is net responsible for special or consequential damages, including loss of tirne, injury to person or property unit or equipment failure. This agr+eetnent is not assignable without the consent of J&R and will remain in force until canceled by either party through written notice. This is a two-year Service contract to be billed annually in compliance with State regulations. Failure to comply will result in cancellation and nullification of any warranties. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbies Horne FAST° EOUIPMENT OWN R d&R Saks& Se_wioe,Inc. *Signed by: _ �% /�G� Signed by: ,7 ,.44 Commercial street,,`' *Address; Raynham,MA 02761 TeL- (509):s23-95" FiR:(508 s90-r232 *City: State: Zap: *Telephone: Effect Date of Agreement E_Slueat Testing Muent sample taken time per year,delivered to a qualified testing:lab for evaluation and with results -being sent.to State and local Agencies as well as the ow=. Owner is tensible for providing acceptable access to effluent to enable a grab sample to be tal=for laborajory testing peiforuw& *(PLEASE CHECK ONE) ( } GENERAL ( ) REMEDIAL { ) PROVISIONAL *SPECIAL CONDPITONS PER LOCAL BOARD OF HEALTH OY)or(N)if YM please szacbed copy of permit ( ?BODs.TSS,pH ( )pH,BOD.TSS,Specific Conductance.and•Temperature { )Other. Coat for besting Operator assigned: William Everett 'Engineer: Telephone: (508)243-9566 *Approval for Effluent Testing 0 liom�'wae�bSt ;1a WAT>.-Cn MAP ;'? .F@W 09957 SLL 8M 'ON 3NOHd aNTM WOdi � a J Direct Abutters of Map 251 Parcels 003 004 f This IW by itself does NOT constitute a cortifled list of abutters and is provided only as an old to Ike determination of abutter. The requester of Ibis list is responsible for ensaring the correct clotilleation of abutters. Owner and address dais taken from Assesso►'s database NI Beth 222,2801. N Mapper Ownert Owner2 Address City Slat Zhp Country ; m _ _ _ _._ 'r_.__. .__._....___.._._ .....YAN I i � .. _ ..rpC.7C ;92 HttlH SCNOOI RD HYANN}5 'MA "4260i (USA � Pt 01N �ROYT q,._ ...._.. __..._..:.... _ CYNTHiAOPIK _ 99OLDFARMRD CENTERVILLE. MA 0163E iUSA Co 27t026 1NG, 1--- -f-- -_. _ . ..... _. . ... ._ - r _. ... ... _ ......._..............................__.�.,_,._..__,._._.,,__......,.....,....._..,.. OI.A FAR RI) NTERVILLJl, MA 1026)2 USA �1►021 �ORIFFIN,POHN t JR LO ` -. .. ....................................__......-_.....4..,......................._....., ..,.....____..._. - - ENtERVIllE ... MA i-612 ... ._.. IIOq M ;Ct __........ :62 MILLSTONE WAY ;251002 iNEEOHAM,OWEN F CT ALS _.... ..._,..,..._ -_..___..__..._- ........ .......... 1 ta1<�1 SHANIs,THOl�tASM 9700f.MINF.R��l,AVk, ENGLEWOOD ;CU E0112 USA vre.100 61004 SHAN&THOMASM EVWAR0WJR 19000NNf:RSRV CEKTI? SeMARSHALL. RVILJr MA 026Yt jUSA ' 44KNICK.....' ... .. _.. ..,._.,.. .... ...,.. } . {hs t005 ,W� � � � �ALTERJ PIKNICK.CYNTHIA O 2 HIQH SCHOOi.Rt) tIYANNiS A b01 U SA .. � .;.. .. O1 .X P ,RmRTB 11146 BL•XREW.DR CLEARWATF.I! Fi. ] bt5 USA PENCE, a) :'T.:� ... _... ... . ............ ...... ..._..... I itYtt.Lt;... MA 0263E USA 0. ',. iS NEEDHAM,tri4EN T ET AU �bt A4)tI STOi�f.WAY CFTITt VSi �-..... ..__..,....,. 111 2i hlSt ,.. NFEDHAM,OWEN F Jt KA1'IiLGEN'..:. _....:.`r::.:. _ ..:_.. . ..�62 r v►'AY .... ..... .. A.. ..._ ....:.:.... 2N�LISTOv, [F.NTF.RYII LF,+ M 2b)2 USA L _ .. C L W 3 C Lo A to N ~ Mutsday,May 24,2001 Pete I of t O V N n �o May-29-01 15:04 EDWARD W. MARSHALL 508 778 7232 P.08 z�' 2_ 9-- ZY ra cop 4f, rj 6 FTD 17 L j�2 -11 ell • �wz­,-"':J,ct:. xuln�-" e:--4 N J 47 4w. Wt )J Edward W. Marshall III 204 Conners Rd. Centerville, MA 02632 508-771-0799 (H) 508-737-8338 (C) To: Board of Health Re: September 25t'hearing concerning property located at 96 Old Farm Rd., Centerville Enclosed please find 4 copies each of the following: 1) Stamped plot plan for proposed new single family home and septic system 2) Floor plans for proposed structure 3) Proposed deed restriction for adjacent property(204 Conners Rd.). 4) Existing floor plans for existing buildings at 204 Conners Rd. If you have any questions please do not hesitate to contact me or Robert Perry of Cape Cod Engineering (508-896-4861) May e4 01 10: 29a Governor's Park 617-846-8842 p. 2 23 22531 r?AWN 1 ff 1 % / 2 Ct• � \ I� r 0Q:. \ - --- :: r 69;; Ov WY 73_1 % 67 \ 10 W1P231 23 \ 72 \ MAP251 PARCEL 3 & 4 if . s SCAIE:1"=100' i *O: OWL.%yonl[m-eah rqhC KU SWRM Ameba(sea-w&WrmO.su maap#W Imo IM maul Omo mks N Me bmes f wro-.ee 0 ow wow d pope.l ww&:at Ilur•r am Aae beeaa RoJ w sa aNtoagoq ro�oprRPly oae�aooawae iN�d rwm 19i9 oe�er pAoraq,apk�r r�8 + 0i dasmled dens («padiR igtad►ep"4oeweemappaA3ameeNomadAlooknaadSam" �'_ an the fm m o smk d 1*=100•.Poled bm ow d+qW fan 20M low d 9RxnloAb i to maps. r Direct Abutters of Map 25 l Parcels 003 .004 f This list by lbelf does NOT consikute A cerlitled lhl of abutters and is protiUed only as an aid to the determination of abutters. The requestor of this Use Is responsible for enserin$the correct notifical'mn of abutters. Owner and address dale taken from Assessor's database March n,2001. . Owner2 Address City Sias .Zip Cou n lry Msppar. Owned ,___._�- lt7H SCN OL Rd HYANN J 1,A 02601 2310ZS PITII(NICK, Jaw CYNTHIAOP)KN1CK 192H O 1. f 1 .�_....... .. ... -- ...........__......—_.�.::......_......... OLD FARM RD CENTERYILLC SA 231626 COWING,ROY T JR _.._- - _......... .............. _..,._...-•......................__.�..__._.._.:._._..__... �109 OI.D FARM Rf) �CENTERViLLL' MA 02612 USA 2J102T GRIFFIN,JOHN T 10. _. .-- ... .... . .... . •251002 INEEDHAM•OWF-N F CT ALs 62 bfIL1STONE WAY �CEN'(ERVIt.L.E MA 32 SA : ' —....__._.._.... .. I. _..._.__ __._____..__..._. ...... ... .. L - D SE C U / 9100f.MINERAL AVft, NGL 251003 SNANE.THOfitA51t , S'fL'200.... 2SIOOl SHANE,THOMASM A,6MARSHALL,EDWARD W JR 190 CONNCRS R1) C@KTEItYIL1.F iV1A 02632 iUSA 1.....__._...._:..... .._.. .. .. HIGH SCHOOL RD IIYANN1% A 60) SA •• PIKNICK,CYNTHIA O 1251005 flKNICK,WALTER 1 I ►1 2 2 U .. ...._. ..._...__.._.. R CI,F.AR .1TF.R 6 . ......._...�....__..... 4 LKFENf:Q 125100T jSPENCE,RO6 E"T a _..- .... 11T�41LLSTOn'f WA IMVH.LE MA f02672 USA 6 BL _.... .._ CFTIT �....1S115T NEEDHAM,OWEN r ET ALI j . __..r_..._.---- 1b2 _ ..62MILISTOVf•WAY' 632 USA .. . .. . :.._...___._._.,.__...._.._.... . .. � . . A FNTFR\II,LF ` �C 231158 iNF.EDHA.M,OWEN F&KA9'IILEEN D� Ihunday,Mef 24,2001 D' t9 R1 W Y1y�x-`,i,R:' : �r1? ( aj!� sA<.'6rrc i' P ( »}T't ; ;+ �`[ � •' '}. i.`L 1' MAtM}r" ,c'�. ''t E;k�,Eir .k `rY.f'C `A ,-A..,,.. n,;� . f . t� #�'"� t: tax= r r•u K• .r 4.f,:�itr gg }'{+ Z" d'�7,e k t..• a iyC'�a� 54 '.Q�� }y - _5 4 .'if 4rp'Trer fi "fi(]j-&t`t7!s-�`'jte Y2a €Ftt'(41•�y�'r.K N er1 1; k4. n y 7Z 1 ,y F.13 ' DEED RESTRICTION k ;µ: WHEREAS,Edward W. Marshall and Eileen A. Marshall are the owners of 204 Connors Road,(Centerville)Barnstable,Massachusetts,which is shown as Lot 1 on a plan of land entitled"Plan of Land.in(Centerville)Barnstable,Mass. for Windstrand Limited" dated January 31, 1994 and duly filed with the Barnstable Registry of Deeds in Plan Book 506,Page 20. The aforesaid property is also shown as Parcel 1-2 on Barnstable Assessor's Map 251. This parcel shall be hereinafter referred to as the"Connors Road Parcel" WHEREAS,Edward W. Marshall, III and Erika H. Marshall are the owners of 96 Old Farm Road, (Centerville)Barnstable,Massachusetts, which is shown as Lots D and "Elizabeth R. Carson" parcel on a plan of land entitled: "Plan of Land in Centerville- Barnstable-Mass. As Surveyed for Harold E. Ruth A. Wilson" dated August 4, 1952 and duly filed with the Barnstable Registry of Deeds in Plan Book 105,Page 107.The aforesaid property is also shown as Parcels 3 and 4 on Barnstable Assessor's Map 251. These two Parcels are to be combined as one building lot and shall be hereinafter referred to as the"Old Farm Road Parcel". WHEREAS,all of the aforesaid owners have agreed and desire to apply part of the land area of the"Connors Road Parcel", in the amount of 13,101 square feet,to be included along with the adjacent"Old Farm Road Parcel"which is comprised of 16,390 square feet, for purposes of determining an aggregate land area total of 30,031 square feet for the benefit of the"Old Farm Road Parcel", and thus meeting the requirements of the State Sanitary Code, Title 5. WHEREAS,the aforesaid parties, as owners of the aforesaid lots, have agreed with the Town of Barnstable Board of Health to a restriction that no more than one-three(3) bedroom residence can be built on the aforesaid"Old Farm Road Parcel, and that the total number of bedrooms in the building(s)on the aforesaid"Connors Road Parcel" shall not exceed three(3)in number, as a pre-condition to obtaining a building permit for a three bedroom residence to be built on the"Old Farm Road Parcel". WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to authorizing the issuance of a building permit for a three(3)bedroom residence to be constructed on the"Old Farm Road Parcel"has made a requirement that the agreement for the three bedroom restriction for both of the aforesaid parcels be recorded with the Barnstable County Registry of Deeds. f y r-:C" .5" .x;r ..., 4T . 3 •3; r ttfx 4 ,h 5 $ r ' ♦ -�i'rri �' ,:� t %1 Y 7Y � ; t r .y r' �t.K`•l' s a 6 � fr f i.t. �r�t.�'r. �`3 t ;rt t 't',.��! �.> I4i. +p5�,I'�`•�14 `l cL 7� •I 4: k'1.. t; ��,�5•' '4 � .!"�v'x� i�).}�'` '��„�.���.�� r°,t`at s}•tl�° wbS •5,�, '�Y',� jtt 3': :h3l�aStf't1'S�':a •y,7 Y'�' :t• V+{',et. III' n �V•,, r''yr. $(., t;,Y a @'-S 1 -. flki r '"' s-.x ��+A e�,+ `e J.�;n '� e;i 4b3.F,}i ,r SaC.:i.'. y i�.�4�p 't t '�'�y3:s.;'{�'?`" '�i. {f6•'at;, :-:`� 'vu"`�l:S' . � �S �.;'" i f.,f xj1 11;.id-{ -l. x r•°1�.,,?#` sj+.a.'��tt r'��i.` '- -d,•t• t'�"',�'r� pti� ,'�'4tt3.,S�`' •x�,./t{ x1 ,r' �nd! ;. �_ � �,�}l,�'' ,t"' ,#'�' s ��`C��i�`,4,r" t� ,.,/ 4.:�' w '�yr.. r t ,., >t rr r,•_. w_f ,tY^'1 ����'�?�a'4,- .;�:: .e.��4`t '��7yr •� � f' �i�,�. '�'•!.}��ltF��!YGk ¢v� .. w aK, .(f'.SS 7ti r�`j . at�r rytjrx j f l'rfi$a's rya r'1t 4.p ) y,4r - r i2. "x e:' a :•Va.+. . . Y ,;, r[' *rk: rr•>- 3 r .}r ci,'1`tic>Ss�5:7 7t Ie.4' ✓f,"'ai.>Tg 'Y .},t1 G )i". t Y't a'. )i fit.p{(t Af tS f, sr x•' d. >;s1eg:4p ';A� v ' ;,Anrf' l Lti[s(� �r yt � t. 1, r'�. t��, pR✓ � i f 5 k$rS' c �s f ,' yR y yhk.:. :1.: YYr''-s-iL.. ' K,:-i�,x '.trN.. " .'¢A•5- r r f •,T.. l - ' l- `') L4 12k . ." .'"i NOW,THEREFORE;the undersigned parties rhere by place`the.followmg restriction' ' on their above-referenced parcels of land in accordance with their agreement wvith the Town,, of Barnstable Board of Health;whi&h restrietion shall run with the'land and shall be binding upon all successors intitle: . ' fa 'If 1. The aforesaid"Old Farm Road Parcel" may have constructed upon said parcel a residence containing no more than three(3)bedrooms. 2. No additional bedrooms shall be constructed, placed or maintained on the "Connors Road Parcel",to the end that there shall never be more than an aggregate total of three(3)bedrooms in residence(s) situated on the aforesaid "Connors Road Parcel". This restriction shall not preclude remodeling or replacing the existing residence(s) situated on the"Connors Road Parcel" so long as to that end there shall not be more than an aggregate total of three(3) bedrooms in residence(s)located on the aforesaid"Connors Road Parcel". The undersigned parties agree that these restrictive covenants shall remain in effect for the maximum period allowed under Massachusetts law and shall be included in each and every deed of the aforesaid"Old Farm Road Parcel" and the aforesaid"Connors Road Parcel". The provisions contained herein shall run with and bind the owners of both of the aforesaid parcels and their heirs, devisees, legal representatives,-successors and assigns. For title to the"Connors Road Parcel", see Book 13361,Page 345. For title to the "Old Farm Road Parcel", see Book 13806, Page 235. Executed as a sealed instrument on this day of . 2001. EDWARD W. MARSHALL EILEEN A.MARSHALL EDWARD W. MARSHALL,III ERIKA H. MARSHALL r".i. --.......>t-� r�,j• - - ... ?...� ;,`d 7„{n.r'o' * -:t - S-![,i';... � tSi._� rx t :- i .. , �'Si';fx' ° ,C°. i•� ?8 T x" k{in4 A 7 �a tot t # y t 5 k .' �{:�� �y�4�� � t��s{�f f`''� +4 '44 j ,y �`y hAr,� t� ';Uy`y�.}.5�'� '�e�-: x{+ iS i�&�..m- ...' crt{r'at '�ryr•�vY,�Y+ i �',. #.z&.: ,��,fG�+�h .�� ♦�! yj,y��g :s:�-�:".F' }'g fi t5r� ,!;� A3 . �yC�,NNL �„'. f��., v }�_�•r.e�yF4' :4��#5r2.� t �.j: YwT�, } Ca' '{�Lk �z'ts��-xi'�,t`. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. , 2001 Then personally appeared the above-named Edward W. Marshall and Eileen A. Marshall and acknowledged the foregoing instrument to be their free act and deed,before me, William A. Price,Jr. Notary Public x My Commission expires: December 15, 2006 COMMONWEALTH OF VIRGINIA ,ss. 22001 Then personally appeared the above-named Edward W. Marshall, III and Erika H. Marshall and acknowledged the foregoing instrument to be their free act and deed, before me, Notary Public My Commission expires: e t 7. .. ........ ----------- .... ----------------------------- Kitchenette Living Room i Bathroom Laundry -LLL-> Gt House First Floor i Closet Bedroom Bedroom Closet Closet Bathro Guest House Second Floor THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA v" rX v(e fib 0(l rv�1 l G�✓tMQ•� ✓"': lltq.l, �� G1lc,- / t - o /fit of ,- ' /Pd r U� F U (`Q ca/w/co/ ° , o� co/-/ r . 3 3ci -fir a .. O Ys - v � �4- I Y •' ., x � O 9 } ry tl C / h � 7 r A REEF BUILDERS 18•-0" 25'-11 1/2" 24 Scnool Street PO Box 186 West Dennis,MA 02670 t SD8.394.3090 5'-33/4" 1-43/4" 5'-33/4" 3'-33/4" is,-5lie T-2314" t508.760.1406 LAJ ..0 ,n .. ®D ._.—.__—._-.—_.—................__—.__....._.__-...__. _ ..___.._._. . m -_.__.__-._...._SCREEH:P:OR.CH— ------ -- —___--:SUR.DECLC_— - .. — ..__ - .. .._. ._ -- .. ----- _. .. - _- _- ---- -- - _ -- g FIRST FLOOR HEATED SPACE:1431 5.1. m FIRST 6 SECOND TOTAL HEATED SPACE:2366 s.1. m _-_ - _ - _ _ _ __. ---- - - - F. I _ . 44 . __ _ - .__ _ �•�I rF `VI. - —.O .... -- 107 — � '-- -- -....-- BI B I I I I :. _.M .L....... .... .. --.__ 105-.. - ... n P (2)FIRST FLOOR ARF�4 �I KITCHEN Window Schedule Type Rough Rough A3z J DINING LIVING MASTER SUITE •ri O ��" Mark Count Description Manufacturer Model# Width Height Comments rn --J ,�-o.,,,,,p A 6 Double Hung Andersen TW210310 3-01/2" 4-0' - B 9 Double Hung Andersen TW24310 2'-61/2" 4-0' f ® u'"C 2 Double Hung Andersen TW21046 3'-01/2" 4-9' 312" 31/2" S/CO 312' "10 D 4 Casement Andersen CW125 2'-61/2" Z'-61/2" 8'-91/2" 3'-110 VIT 4'-0" 5'-5" 7'-41/2" 6'_B.. . f -61/2" 4'-T' E 2 Casement Andersen CW12 2'-61/2" 2'-01/2" L 2 Transom Andersen C13 2'-0 1/2' 3'-0 1/2" m F, R M ry UP - s 117 M 1 Picture Andersen P3530 T-6 1/2' T-0 1/2" N 1 Picture Andersen P6040 6'-0 1/2' 4'-0 1/2" IUNI j71 ' 7 LIN. � �=- II III 11t III �ae Il lml11 W.I.C.WI C O "= esd ENTRY _ 113.. .... .. -. r_g, : m MUDROOM d MASTER BATH-.....�.. . � � RINSING ` STATION -r O LAV. toe ................ _-. I. ..._, U s I I I t, a O O 109 Ina ,__.- I •_ ry O Door Schedule a HOOK-UPS FOR FUTURE - - — C WASHER 8 DRYER - Mark Model#. Rough Width Rough Height Comments -_ - - 1' 3 1/2' 3 1/r: 312 _- __-.— --___ _._.... _- FRDxr 001 T-0 3/4" 6'-8 1/2" Exterior Outswing-Basement - — - --- --- 002 6'-2- 6'-9" Basement Double Door •. - - 1 �; - - --- - ---- --_- Y �N z A3.1 008 2'_8-, 6,-9 009 3'-2„ 6'_91. - j I 7 0" 9' 3 010 O O11 2'-8" 6'-9" i �I I 1s'-1r k ; 101 3'-1" 6'-9" Garage Side Ent `l)�'.�'.'.+Cy�. r �'. :.. '., PROJECT ISSUE DATE 9 Y , ® SMOKE DETECTOR LOCATION 102 9'-2" 8'-1" Garage Door C I H /:" \ - S # DATE DESCRIPTION 103 9'-2" 8'-1" Garage Door 1 06.19.20 BID SET:ARCH GARAGE - - ® CO2 DETECTOR LOCATION 2 06.29.20 BID SET:STRUCT 104 Entry i,``` !. I S,s,yr z°.t' I 3 07.02.20PERMITSET TT S/CO 105 5' 11 3/4' 6-10 7/8" Exterior Sliding-Deck 111" �Ii I ® 4 07.13.20 PRESENTATION 106 6'-03/4 6 91/6, Exterior Inswing Double-Deck j. A32 -III. I� f I. I S/CO SMOKE/CO2 COMBINATION DETECTOR LOCATION 107 T-0 3/4" 6'-8 1/2" Exterior Outswing-Porch '` I r •' F` f 108 2'-6" 6'_9„ t HEAT DETECTOR LOCATION 109 3,_2„ 6'-9„ �1p1 d. /I .� H 110 2--6- 6'-9" r 111 4-_8" 6,_9„ ��.I(�I I�. �,� 0 112 3'-2" 6'-9" _ _ I �I, _ NOTES ,_•\:`ti,; �:-• ... ,.. j, ��• ALL DIMENSIONS TAKEN FROM FACE OF 113 2'-2" 6'-9" \ STUD,UNLESS NOTED OTHERWISE 114 116 2'-8" 6'-9" 117 2'-8" 6'-9" PFG,SEE 102 - 103 PFG,SEE 111 209 3'-2" 6'-9" - 209 2'-6" 6'-9" STRUCT NOTES STRUCT NOTES 211 2'-8" 6'-9" FIRST 212 2'-2" 6'-9" T-5^ 11'-r 7•-s^ FLOOR 213 5'-2" 6'-9" r4. 26'_0" � 18'-0" 19'-P PLAN 62'-0" 0- a 1 m_ A3.1 in o t o FIRST FLOOR PLAN 1/4"=1,_0„ A2. 1 r N OUR! FA-01 REEF BUILDERS 24 School street PO B..186 Wesl Dennis,MA 02670 t 508.394.3090 t 508.760.1406 ............................. ........... ....................................... ......... ---------- ...........—............... ......................... A3.1 ROOPDECK--- ................ .......... ...................... . ................. .............. ............. .......................... .............. ............ ........... .................. SECOND FLOOR HEATEDSPACE:925 3.f. ................ ............... FIRST&SECOND TOTAL HEATED SPACE:2356 3.f. ................. 1f2'................ ....................-... ............ .......... 5 112' - - .......15'-4.............................--.3 1 Q".......... 12'-3 1/2" 3 1/2" 12--6-- 17'-6 1/2" ................- ......................... D --------- ___------- --- ---- OUTSIDE OF FRAMING BELOW SECND F LOOR AREA L11 17-11 Window Schedule OFFICE 0 Type h BEDROOM#2 I Rough R BILLIARDS b! 0 Mark Count� Description F.,L.cturer.,1.# Width Height Comments I C4 :-- ---------------------I--- --------------T- ------------------ A 6 Double Hung Andersen TW210310 3'-0 1/2" 4- 0"Andersen B 9 Double Hung Andersen TW2431 0 2'-6 1/2" 4--0"d C 2 Double Hung Andersen TW21046 T-0 1/2" 4'-9"C a 3 1--� D 4 Casement Andersen CW1 25 2'-6 1/2" 2'-6 1/2" 101-0. '3 112"-, 9'- E 2 Casement MAndersen CW12 2'-6 1/2" 2'-0 1/2" U;. ----------- 213 I S L 2 Transom Andersen- C13 2'-0 1/2" 3'-0 1/2."' Andersen M 1 Picture Andersen P3530 3'-6 1/2" 3'-0 1/2"' 'T r 1, .v --- Cd N• 1 Picture Andersen P6040 6'-0 1/2" 4'-0 1/2"' STORAGE T-I It BATH#2 EAVE SPACE 11 11 1 11 111 Ste (iD #3 Y OUTSIDE OF FRAMING BELOW BENCH io Door Schedule 6 D Mark Model ft. Rough Width Rough Height Comments 001 T-0 3/4" 6'-8 1/2" Exterior Outswing-Basement 002 6' 2 6--9" Basement Double Door 4-:----- 008 2'-8" 6.-9.. A4-, I 2112" B'-31/4" 5 IL2" 6'-1 X4" 1/2" 010 Oil 2'-8" 6. 101 T-V 6.-911 Garage Side Entry PROJECT ISSUE DATE Z SMOKE DETECTOR LOCATION 102 9--2" Garage Door DATE -DESCRIPTION S M19 20 910 SET ARCH 103 9--2" Garage Door UNFINISHED CO2 DETECTOR LOCATION F--66.29.20 BID SET:STRUCT 104 Entry -PERMIT SET STORAGE --------- -- T T7 02 20 105 5'-11 3/4" S'-10 7/8" Exterior Sliding-Deck SICO 4-07 13 20 PRESENTATION 106 S'-0 3/4" 61-9 1/8" Exterior Inswing Double-Deck SICO SMOKEJCO2 COMBINATION DETECTOR LOCATION 107 T-0 3/4" 6'-8 1/2" Exterior Outswing-Porch 108 2--S" 6--9" 4 ----- --- HEAT DETECTOR LOCATION 109 3'-2-- 61-9.. H 110 2'-6" 6.-91, 111 4'-8" 6'-9" j. NOTES 112 T-2'. 6--9" T-: ALL III 113 2--2" DIMENSIONS TAKEN FROM FACE OF STUD,UNLESS NOTED OTHERWISE 114 Tj: 116 115 2--8" 6--9-- 2'-8" 6--9"117 2'-8" 6'-9" v 41- 209 3--2" 6.-9.. 210 2'-8" 6--9-- 211 2'-8" 6.-9.. SECOND 212 2'-2" 6--9" FLOOR ,213 5--2-- PLAN SECOND�FLOOR PLAN A2.2 r REEF BUILDERS • ® • • • • 24 school Street PO Box 1H6 West Dennis,MA 02670 t 508.394.3090 - — t 508.76D.1406 ® ® 1 2 All A3.1 •r wateu w¢e.noa it. ® ® O n BASEMENT AREA 1 4 001 002 W Window Schedule a 3 Type Rough Rough A3.z p Mark Count Description Manufacturer Model# Width Height Comments r/] A 5 Double Hung Andersen TW210310 T-0 112' 4'-0" B 9 Double Hung Andersen TW24310 2'-6 1/2' 4'-0" j z B n,B- r� t>„ C 2 Double Hung Andersen TW21046 3'-0 1/2' 4-9' D 5 Casement Andersen CW125 2'-6 1/2" 2-6 1/2" E 2 Casement Andersen CW12 2'-61/2" 2'-01/2" so•-a'. r C� L 2 Transom Andersen C13 2'-01/2" 3'-01/2" M 1 Picture Andersen P3530 3'-61/2" 3'-01/2" — —— ——— —'�'=o- .r:-—!' ;;-;=`�.—.=.— —— .. —— —— — —--— r—'q ;: N 1 Picture Andersen P6040 6'-0 1/2" 4'-0 l/2' `v FURNACE n� � s/co ua —— L D JL W J Door Schedule 42'-4" 18•-0" Mark Model It. Rough Width Rough Height Comments so•-4" 001 3'-0 3/4" 6'-8 112" Exterior Outswing-Basement 002 6'-2" 6'-9" Basement Double Door ` 008 2'-8" 6'-9" 009 3'-2" 6'-9" ® SMOKE DETECTOR LOCATION 010 s 011 2--8- 6'-9" ® CO2 DETECTOR LOCATION 101 3'-1" 6'-9" Garage Side Entry SlCO PROJ ECT ISSUE DATE 102 9'-2" 8'-V. ® SMOKE/CO2 COMBINATION DETECTOR LOCATION Garage Door p DATE DESCRIPTION 103 9'-2" 8'-1" Garage Door �I, slco 1 05.19.20 BID SET:ARCH 104 Entry ! ' ® HEAT DETECTOR LOCATION 2 D6429420 BID SET:STRUCT _ 3 07,02.20 PERMIT SET 105 5'-11 314" 6'-10 7/8" Exterior Sliding-Deck A3 2 H T 07.13.20 PRESENTATION 106 6'-0 3/4" 6'-9 1/8" Exterior Inswing Double-Deck 107 T-0 3/4" 6'-8 1/2" Exterior Outswing-Porch 108 2'-6" 6'-9.. 109 3'-2" 6'-9" 110 2'-6" 6'-9" 111 4'-8" 6'-9" 112 3'-2" 6'-9" 113 2'-2" 6'-9" 114 115 2'-8" 6'-9.1 117 2'-8" 6'-9" 209 3'-2" 6'-9" I. 210 2'-8' 6'-9" i 211 2'-8" 6'-9" BASEMENT 212 z' z" s' s" 213 5'-2" 6'-s" PLAN BASEMENT PLAN a 1 1/4" N iD O 0 A2.3 N r r , 'iLfl�' • T P - c :.. . . a r- of-t3S1 .. ao ' .r• - , . ,.. . .. .. ram. , ....r .,. ........ :V , y I r r, - Y�►j1��.5� 15 1- , f, e. ©ls►'rr�/ • . -1�� - � -ter.�•-,.,_ _ 1 l: ti - 0 --5 I('� 3� r. ... .. :. .. a •�.. ..- t :. .. -. .. ... .. .. , ' v, , �..Ue .t ra _. .,...n- .. ...n•r. ..: a .. �: M1 : t 1. .e =1 7. ! J- , • _ t, ..:.:..::. ........... i Q : 1 1 — A .. a .-.. r.t... .... — :�1•`• C , r. �1R'c ' - ........:.:.: r F� U .. ..., .. , 5r I G - rrra.e.--, _ 1566 HY$NNIS-f7Ui4D : 'e,aRNslnTiiti~�n'Jw o2aio�< , `V Y' , .. .... ,.. . . .. .- ....... ... .. .. ..., . a .. ,.�.. _ :�.".n:;'.; : �..APPROVED gY.-• DRAWN 9Y i S« p ; P - - Sao �:.. .. .,... ,....,. .-.�.. ... '.•.�: �.::.:i � DRAWING NUMBER - :: .. .. .. .. :. ...� .. ,.. .. .. .. C.O M M F. R C'1 tiaL E'N;al';1•A pr 't •CNRn11ETiE PRO.FOnIn vaonr 1'M,ITEG ON 9XIIr C1UnnnVR VELLUM ! .' .. _.7777771 .. .. .. .. .. .. .. 7Rd GENERAL NOTES 1. Contractor is responsible for Digsafe notification, Verification of Utilities ss'Old Farm _ and protection of all underground utilities and pipes. f 2. The septic��tank on j distribution box shall be set level o3. Backfillnshou d be clean of 34 -1lsand oorne.gravel with no stones over 3" in size. 4. This system is subject to inspection during installation N1\\\SLOo by Shay Environmental Services 5. The contractor shall install this system in accordance with Title V of the Massachusetts state Environmental code, the approved CoOLD FARM R OAD plan and Local Regulations. e , (40 FOOT RIGHT OF WAY) o 6. If, during installation the contractor encounters any ' _ _� _ — _ soil conditions or site conditions that are different v from those shown on the soil log or in our design LOCUS MAP S 8en 53' 22" N I l I installation must halt & immediate notification be I107.55' I / made to Shay Environmental Services rn c ( R 7. No vehicle or heavy machinery shall drive over the IASPNnLT septic system unless noted as H-20 septic components.J I 8. Install Tuf-rite gas baffle or equal on all outlet tee ends. g DRKVAY c I c c 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. q I c q 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. PROJECT BENCH MARK I DECK I ra 11. Municipal Water is AVAILABLE. ALL PROPERTIES WITHIN 150 FEET ARE TOP OF FOUNDATION I / CONNECTED TO MUNICIPAL WATER. ELEV. = 100.00 (ASSUMED) EXISTING EXISTING GARAGEE W / THE PROPERTY LINES ARE APPROXIMATE ANP 3 BEDROOM / / COMPILED FROM THE SURVEY PLAN BY YAWEE SURVEY CONSULTANTS HOUSE H0 ENTITLED: "FOUNDATION CERTIFICATION OF LOT 4 OLD FARM RD, / i96 / / CENTERVILLE, MA -DATED /OT INTENDED TO BE 20/2001 AND IS N A SURVEY PLOT PLAN 'TEST HOLE Al DECK / / IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 1. SAS TO BE COVERED WITH ELEV.- 99.00 / / THE SEPTIC SYSTEM INSTALLATION. FILTER FABRIC. EXISTING LEACH AREA TO BE PUMPED OUT AND FILLED IN PLACE // jz-•j�: O alp / NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE yi7 s� Saar •r / � FROM THE EXISTING SAS ABANDONED AND TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. NSPECTION/ / <,a3�; / PORT / / REV: 10/28/19 — Stone and Pipe trenches / HOI E /2 100.00 j00r Both Milli I P LOT P LAN 00 tp ate-"'° 8edro°m OF PROPOSED SEPTIC SYSTEM UPGRADE a 2ND floor PREPARED FOR ANTHONY & WENDY COLESANO / Dming �° °E 9 6 0 L D FARM ROAD Room 9 ao PARCEL ID: 251-003 LOT #251-4 4 °96 . W � Off / CENTERVILLE, MA k a, reeso sue. F..e+� Living Room PREPARED BY: s eo si• �,� 1ST or flo Os, 3 8R HOUSE FLOOR SCHEMATIC CARNEY E. ,SHA Y �2. ,� (Description Provided By Owner i ROMVENrAL ENVT —SERVICES P.O. Box 1576 0 30 60 70 MASHPEE, MA 02649 TEL/FAX : 508-294-7498 SCALE: 1"=30' DRAWN BY: CES DATE: OCTOBER 15, 2019 SCALE: 1"=30' PROJECT#96 OLD FARMFILENAME: 96 OLD FARM.DWG SHEET 1 OF 2 T *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 1 . SAS TO I--10' min. from FILTER FABRICS COVERED WITH Existing Foundation house to septic tank ode over Septic Tank - 9B.50 TOP OF FOUNDATION = ELEV. 100.00 Provide Risers o-Box cover must be LEACH TRENCHES CROSS-SECTION (2 TOTALS to bring Septic tank covers within 6' of Grade Cover Wish Grade = Elev 98.00 to Within 6 of Grade Grade over O-Box -98.00 4•PVC(CAPPED)INSPECTION PORT TO BE 4" PVC(CAPPED)INSPECTION PORT TO BE INSTALLED"AND TO BE WITHIN 3"OF GRADE INSTALLED AND TO BE WITHIN 3.OF GRADE S Q 0.02 3 DI OX 0 Top Of System = ELEV. 95.00 r-o'wide Sa0.01 or Greater Sm0.01 or Greater ­-O03 15' EXIST. 4"Perforated P.V.C.P ;4��21/8'-I/2*Washed stone or Approved"ter FehHeEXIST. PIPE to 1500 GAL. Invert Elev.=94.59 2"of I FRDN EXIST. FDUNDATMN� p N p p tvt 3 /e'-t/2' to SEPTIC TANK o o ao '� 3/4•-tkt Washed Stone 4 washed Poo Stan. n Bottom of Leach Facility Elev.= 92.59 rn H-10 tri a CONCRETE FULL II ow BoIM a) rn rn Obi 32.cJ' 2 TRENCFtES TOTAL ^ I "ter Forte r 6 i II q Note: All kwrh Imes to be capped at ends w/PVC cope. //I 4,01 '/v % S > ,,mot 6 in.af 3/4'-, ,/z' d m LEACH TRENCH Bottom of Test Hole 2 Elegy.=8s.so �JJ� (�`" 3/4•_, „�•„mod Stec. Gorr, acted stone w P C C m NOTE-SITE ELEVATED 20 FEET ABOVE WEQUAQUET LAKE L~� e""peC''d oa"e z - _ _ (2 TOTAL) v'�_4.ca `��tk �. ��' e -P•ra.at.d xN.a P.t,c pp. 6 in.of 3/4"-1 1/2' �,S t NOT TO SCALE compacted stone NOTE: ALL COMPONENTS MUST HAVE RISERS To WITHIN 6" BELOW GRADE �' �r4 M �,S NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE SYSTEM PROFILE 's° 2 FOOT EFTECRVE DEPTH FOR LEACHING TRUCH Not to Scale �r II / � � wr• vi�1Jc7����noe ��� . 3-24•DIAM. ACCESS MANHOLES PERCOLATION TEST SET DISTRIBUTION�XSHALL" ,2 -- 10' -6• SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER Date of Percolation Test: APRIL 17, 2001 RNMOLITS 46 Test Performed By. ROBERT PERRY, P.E., C.S.E. as• > 12• INLET Results Witnessed By.GLENN HARRINGTON-BARNSTABLE Health Department r\ it ouTLET r: 6" 6 1 INLET _� EXCAVATOR: UNK. ; _y. • INLET / / Gu Percolation Rate: 5 MPI ® 30" ® TP1 "'"` " "�' 'A �.` THE ACCESS COVERS FOR THE SEPTIC TANK, Percolation Rate: 5 MPI ® 39" ® TP2 1SS• 4' - SCH. 40 T+ t.75- DISTRIBUTION BOX AND LEACHING COMPONENT PLAN SECTION CROSS-SECTION T --. ..r-T•_-.�' SHALL BE RAISED TO WITHIN 6" OF �--«:,., ...:' .;..,s:,..'?. FINISHED GRADE. Test Hole Test Hole STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLE OR EQUAL PLAN VIEW ON ALL OUTLET TEE ENDS N O. 1 No. 2 3 HOLE H-10 DISTRIBUTION B 0 X DEPTH SOILS ELEV. DEPTH SOILS ELEV. NOT TO SCALE � 3-24"REMOVABLE Ga`ERS 0 99•00 0 100. REV: 10 28 19 - Stone and Pipe trenches San 4. Loamdy . 3'min in. Inlet ,r 10 YR 4/3 FILL PLOT P INLET 8' min�-�2_min. inlet to outlet 6•m.. 0'- 6"TLET A„ 8.50 0"- 11" 99.10 LAN IN to"min. Le"d Loamy Sandy 5' _,- ,4.�_ = `.:5' _r sand Loam OF PROPOSED SEPTIC SYSTEM UPGRADE '•' Et " 4'-0'min. 10 YR S/8 10 YR 4/3 1 4 31 ao ems. :• uquld depot 6'- 30" 11"- 17" As 98.60 B. 97.50 LoamyPREPARED FOR San Med Sand ANTHONY 8c DY COLSANO 7 777 •.�...�... _ SandWEN V -e 2.5 Y 6/4 10 YR 5/6 AT CROSS SECTION END-SECTION 30"-120 c, 8 17 39 Be 96.80 9.00 e 96 OLD FARM ROAD nd TYPICAL (H- 10 LOADING) 1500 GALLON SEPTIC TANK 2.5 ras%4 PARCEL ID: 251-003 NOT TO SCALE 39"-138 C, 88.50 �. C E N T E R V I L L E MA Design Calculations Number of Bedrooms: 3 Equivalent to 330 Gal./Day f �,' 9 .�G ;1 Garbage Grinder. No �,�Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) lJ cu, PREPARED BY: Septic Tank : - 2 x 330 Gal./Day =660 UV,,Use EXIST. 1500 GAL. Septic Tank. ;��� t I`'`.CARMEN E. ,SHA Y �r Proposed Leaching Trench Dimensions: 2 TRENCH TOTAL-3' Wide by 32.5' Long by 2' Depth =ENVIRONMENTAL SERVICES Bottom Area Square Footage: 3' x 32.5 =97.5 sq ft x 2 trenches=195 sq ft Perc #1 " t o .� Depth at Perc: 58" to 70 ® TP2 P.O. BOX 1576 Sidewall Area Square Footage: 2' x 32.5 =65 sq ft x 4 sidewalls(2 per trench)=260 sq ft Perc Rate= 5 MPI � ��GISS��� : MASHPEE, MA 02649 END Area Square Footage: 3' x 2 =6 sq ft x 2 trenches=12 sq ft Groundwater Not Observed sq f'I T LOADING RATE: No Observed ESHWT TEL/FAX : 508-294-7498 Use: 2 TRENCH -32.5'L by 3'W x 2'D EACH Bottom Area: 0.74 gal/sq. ft. x 195 sq. ft. = 1 ft gallons Sidewall Plus END Area: 0.74 gal./sq. ft. x 272 sq. ft. = 201.2 ADJUSTED H2O Elev. = None 01.28 gallons SCALE: N/A SHEET 2 DRAWN BY: CES DATE: October 15, 2019 Providing: = 345.58 gallons PROJECT#96 Old Farm FILENAME: 96 Old Farm. WG SHEET 2 OF 2 r=,1—=NEKAL NOTES ►. /.///���\ -1'eMOb YJ.--Q��e•�O LN�64.Dtl0 m R.UQ Itl I,l / ` �� , f -ALL.Lp119."� ]-T-.t VY{�s OO9MlIOlm. `/ e.( J�rQ Y y l.�V D 1 •be.'Q I°1PCJR J051e�AOQ Innee wr ImwA1R �} / J wwar�r••f m a.w�v.m ww•rcv�.er�¢Tab .rTca�,rn,�rs/+a ro m aasm IroeG 1•AII/{1L r.,mrtae ///\�� ///,,AAA' /T/_ nmNAaT<R wII," RECEIVED .. ArrLlf T10I`I Q•uCO Pf�IVATM l�1.®AT QII®gip <p g-ye¢]wAPRJRim Qr W6pRI1MlL1 AlA.im<,-.Jr1GMA14�Rf•OF LI�l9gtDR116.•LLm RUMMOND DESIGNS7Nr. Your Home Plan Experts -..w,I.rY,IAT•oA••a•cur. YAtlm ma,a u-.d a s.e•. _ J U N _ .6 2901 2950 Boul. Lemire,Drummondville nesearN rl...r vAwrnueore raw uu+na _ cry o' SATE aprcrr�wl oneaaa Nwt A•Wl ee---•••'m aA wwsr wsYAr.2alw.. (Quebec) Canada,328 776 M MCL'Y4 D. .aYl�w.Nsrw wY V D60Atl OI4 M GO81 NIIIIAG9Rpt. ' -aAaerrP••oA'oue�.elAacPu:mlracTmn - (819)477-6646 GALMANSp 3rm.wacroHn,aA,aA►rrA,a,num. TOWN OF B^UNSTABLE aI/+N�w-aTt9 m rmare.cw..uo_Am<LeaccaQ.c.:•oTOa TaI�sR caArN v'w+Aume-,eoHEAL HEALTH DEP . ' ATTNTION . I'N'm Aq/Ue M'COIwKT<!SwDIs Itll.DS P vA .. L�Ja'Jr�Hml M AYYOI.1re Ala RMw . M U.Y11f/•.0 TP[NIi IOYOI OrWQO a•1111L. M IQM A9 F'CefI9L _ ,FOR TECPNICAL.INOO•P�ION .. •d AT TNIE ABOMe E8'ORE TIS _ M.wr.Twa waa.0 o.fr rwu - OR THE COURSE 0r TN19 PRO.IQGT. -eraalu YOKI�<Ta rAHm. g'}�4• 20'-6• I 1 MCI A.LL AAMbw eE�-fir . 1r�.T-�.AIRYA6q wIwe0.rd1QR[LlTATIaI �.b. 6b• T-IO' - COMMENTS AIo Nd�'�O.II!?AA(CImYO®IeL1M►IIPI awe�+v.a..w sLy 2212- 4`6• - •F'a.NDATON T`T NEAO Wnwv�.rcrd-eeelgiwcan -vwexooDlsw ll�®Ierr Asw auanrraw Awr HlAD Orrice i-ew-4T7-3jis araeow ol+TrAl w.Ns. - 46' 24• 46' 24' Cm�ttwSE NOTID) NOTES - I T eSe RIMS NAM!eem DRAWN AccoRDING TO NCI+ uwaATY STANDARDS MO PRACTIce.9"AND ARE AN ACLU- . _ PONOATON I RATE 6UMELIN2'TO BULLOINB CONSTRUcTIO. HOYEVER, '-0'mom F-OLMATICN LOCAL RE61AAT5ON5 AND SIALDIMS CODE Rf5=R9.1ENT9 T� T-4'Hil VARY,AND AS SUCK PLAN MAY R5GLnRe HODIPICATIONS. THE BUILDING CONTRACTOR I UST REVI5E AND INSURe THAT ————— -- -- ------------_—_ -------- -- _-- _ ___--_—_--- —. ---_--_-----_--__—_— TM PLANS MWr ALL GOVCRN18lTAL IROWIRI'IENT51N TE 1 AREA YIERE TN POSE PILL BE BUILT. AN ARCHITECT OR HISMIEgD O FOR CM6T8 ILESAL OR SAFETY REASONS.q MAY NEED TO APPROVE!THese PLANS AND AFFIX e,. •.. _ L J I -----J ----- L--- I TI NOT BE HELDXReO LIABLE FOR 11 I I PAb. -- — C-CUNTYY OFFIVAALs��4ON0 OMR SN5IN wi � I'I J'XID•.I61GI ------- ---------------- -----I 1 I I p ASSUIne SE Q�F?'OR1,ANS rOR�CQ�,CU O OR A� . 1 J016TG I Ate1sraIIC✓'S JOIST! - 11 ------ - I I I i ADDITIONAL INYJFWATIOI OR CONSTRICTION DETAILS ARE III I I AROUND 9TAN4•a.LN�" I'I I I ROGIARED,0ONTA4T Drak*14NO PE516M AM IT HILL� O.R PL.eASM TO FADE YOI. THIS NO'E PLAN'YW EeeN ONGaW1Y DRAW/BY —_ I I I I I 510 I DRIM'10ND D ING A10 IS ITS ofcusWe PROPERTY. del I I -—-—- _ ------- -- --- ---� I I ( } ANY REPROOXTION IS SIRIOTLY FORMCCOL ^III I I e I I (o I -I a THE PURCN�E OF A HHO a PLAN DOB Nor INCLUDE THE! d I I I 1 I I LICBaCE FOR ADVBZTSING LI THIS LICBCE CAN BE --- eWBNi LPOI RMLAMT.THE RRLNASE OF A LICENCE IS IrI I I 6 I I U}'IGXGAVAT^� A I I EIALaYa1IRED 5�E As mom i/IPJI ow HOIA�Is TO Be III I I-------- - _ _---J 1 .•uaHCReTe sage oNr i4 --------- Irt.�• --- I I crleH®sraSI Aewe I Q I raEl.+oRrre.tc.lcTa!re TEIL"Z ON Ao5 I I Y Tura I MTN r COO Iftaarf STtn row IVAD'l I �j w. Iewrele I I aF 3.aao Io.!sQ sHel.ma l �- 'sr. ��F*Ig>x• '-x>�=ear_== -- -- ==—- l I • L J L Il I l \ b I I Q IMPORTANT STRUCTURAL NOT''_ AAei ORDDNs To FLOOR oTN THE STANDAlSn;EZ�ms Ni�Isnle car® Id \ T-6• I COMBINATION OF NATIQYl1Y AVAILA LL ENENNe!REV -4• 3'-4• T-10• \ - 1 I § LUMBBt ANDIt LONvENTOMAL DIME31510N MIOOO FB^.E�a.a. III I la- \\ \\ II I Q eNGINEEREa LEMBei RPPLIERS OR HAN.-ACI RJERS HAY PROPOSE COMPARABLE!FLUOR FRAMINS STSTEMS, III i I ?r - \ :. --------- -------- I REOINRING HOOIFILI.T1Oa9 TOM"TUc LRAL DE546N —�•'.Qr a-9Tm MBT^B r'011 ------'---- ---- \ e..• I S"c"IN THESE DRAW/1G9. OIHI 1 Y i�TOO M.LOAD \ •..• THE SUPPLIHa OR M AC'TI.FwR NST SlFLY THE 4 I I aN BAG!43 X 43'x! ` eU1LDER MITN ALL DE516N OUT ERA FOR PROPER • .. `--------- ----- - H'DDIPICATIoNs R5SA.1wIN9 oTHER TRADB INVOLMYD III ( x Q oeecTwA � i r-- IN TE CONSTRUCTTOIa Q9E POL9DATloK STAIRS Ertl ALL STTd1GTLRAL DESIGN CHV.NIGB MIST Be REVIB`® I r BY A LIO@G®PROFESSIONAL ENGINEER Z I \.\{� Sr- I.-L— --e— ---� ------- ————— +J T x S _ S. \\\ n�• ® I O TP. 9TRUGTURAL I a•,�a. _ f•\ I — o-�•wo'_ --_—— I-- }�_xur _ — 1— I___s-sxl0• I— I——s-�•wa— —-- I I }__=— --- - ____--- ---- ---- —_ cu �y $$I n1•r.•aL 9TD FpgT 4• 9'-4' 4' B'•4' logo' Idi• 4• Gas®ar I I U.'-Rem Hp'as U.'-RemPi'.A8T9tl D L. II - a+ FanNe Q aeA,«e. H.P. I 1 raFawcm rf.�Me I I koR++rd slw.cTlAm - III _ - � •� cHaa®m F}�a' 14•d 10LO' IDL4• cawrtel Aeas�owAFrwe 69. x.wlas PALL gp',O. y,o. anR . SD'd DODrt air �BR.:AIAT'ION HA AK 5Ia m ar AB 6,x boo• T NE1Al GONSTRUGTION ev, eAre vµy. c 224'x 60' r{R Hwo RAIL - GK LABI 40YT D 26'x 60' GR/4ur0 MPt Pl'.RD HAVE DVBI G B6'x a0' F s2•:ao• FOUNDATION PLAN H 46'x DW O r� On- K 60 x34: Do I V 05/TROD P V4'a 1.-0- L TT x 62, sa.w.Pz 1&�i ang I.¢rro. 5-II I ASENERAL NOTES -Mwn.r u.ma mrAMe u°c„�obv ro a exnce Mxr 1.s _ �..�.B„lpeE 0C1U.Tm. -Au u°m ro rtar x v uaae onee.ee xsrm -�aP no°w�amedxu°r wnx+rxemoa 1 C A�bTNOx•mMw xvaamw.v,.eiwee MRRIGTOG -no°w�oeTs we ro to°ua�s ueee Pww,uta P�I.mwb - i Axo swu d nA®o irw•r ro,cwCa+m wuvxn -Pn°.st rx ruvsa�s•b srmA�w wMcu TNw Tw - n.w A 9PP°RT d RSN a axcsMs -ersA.�T c•'sR+m MTYnexmx®wT n°Txxt>a RUMMOND DESIGNSic. waw•x�xa,AF.�.�P�.> �,�..a our Home Plan Experts �xPB.MY roYcua raLrL b Ms•. - 2950 BOuI. Lemire,Drummondville .rye°.nm.bsw so+va+>9 d b°suaa M...a. swat s�uwTm d w riww.cerxx a aa. (Quebec) Canada,HB 776 M MKCM d6fIC•6°�N.T1m.lM11MYVAA °ppO01•d M d.DI W W4 819>an-seas -e.<:e1T wxce md.uae Mai ra wm.aTm n . BKYAY>m 9TID.M1O0•b•dL3.A1O w sflwVS�RyEp 4' _ wu•4 rc..�Tm ro remele.wew wMo b ium ��'•'iodi adeMner�Yran+iTdeanwe%nmi P�•� 9'�D• ,"• s'a r-0• ,,,.. ,,,. ATTENTION I VAxUT10!M9afI�Mmi M 6RMr B1C MR MLMMS . M rp1xlGTn.MBT APT2 d1MCT0 Lmtl10IIC. 3'•d' tee' ✓s`�' 614• >`r a'-2' e•-�' b'�' �ca�Acr�TtIM paorsr RESPONSIBLE A.s°ox b rvssc.e. AT THE NP-eeR . �slu�ww»r4la xx®mwa�:•. •P 4b' 64• 12• 7Z• 48- OR TFE CQRSE 5 PRO.ECT. BEPORZ Te EESNNNB - Y?xR.GIDn 1�, I)vs►r A1L masos mae P1•a®!b. Araom ro n...aa.xMc.rnxxs.aBawTld M+Aw I°GJ COMMENTS mo a•AxrMoaamisufr P.aM D roars an d sw�a��/�•e ur.an+'raa Mrf D•XD' FM• 7 10' �ILe,I-&q-iT7 t 2•XI'MST }2'X1'POST •LN?1 , TM* NOTES TEse PLANE NAVES AP DRia4t ACCOf�RMS TD Mte.� ■ RATE 6 oeJNeSTAND TO "I&c4NS.B AND ARE AN veR Id, 11 K = I I 6 0 LOCCAAL��TONS ADeUILDNe ors 5 -- I -iP•M '• ICI 0 0 I'i (----------f 1\ VARY,AND AS 5UC.t PLANS KAY REajn E P-00 FICATIONS \ Id III III I \ THE BULLDRIS CONTRACTOR MST REVISE AND INSIRE THAT POST . \\ br 14 S I I J ',I I \ A AREAREA"CRIff�T HOLSE N MOLT ARLI°TFLT OR } F \\ 2'X 4•Tyr. n I� c I', Y u 0 £e III I ..E}} \ B15 McER MAY HEM TO APPROVE THESE PLANS AND AFFIX \ 7 IIp \ T REASoNS E II 4 (, �LI I j § SEAL S FOR SI'Li�u NOT�BE IUD E PM \\ Q \ - E �° Il _ i b 10 E� III I ANY ADOTION.•L MooiF9( 110149 REO111RW BY CAW OR Ig �1 O GOINrr OPPIGALS. DFarHAo D61SN5 INC.KILL Nor 'rn, \ LIVING R.00P1 °Y ARa1No eTN�N'eLl a ,1I'Ib� .. ®I'I I n 1 THE SSIkC LIABILITY USEUSE P THe a�M6 POR COI�T10K r-Amax 22'4•x I4'-4• 16et'ORGa9 J01675 'r 1 CLowr C ryl yy 1 _I I GAR/.GE d I r�o R�cADDITIONALNr INFORMATIOND> .vm�iAL5 AM ui BE v ■ TW a �rc'oia e I rx s•Ma.LL Fall fi j I I 7o'-0•x�D'-0• ouR PLEASLW:TO elmE YOU. . 1, POR PW4Mtl ' II TICS NOre PLAN MS E®/ORIdNALLY DRA4ad By C.81 L.1 C • n I 1 II L +4 1_0' _ JJ L---------- . DRLM1011D De91G5 INO.AND Is ITS EXCLU51Ve PRDFBZTY. . �Y'\i n `h 7_-- ' T-3' I III =- O,Y _ - _III P j ANY REPRODUCTION IS STRIGMY POR®WB'L \ - ---, O I I r---------- 7NE PURONASE OF A HOE R DE AN DOES NOT INCU THE law i'I I LICO CE FOR AIDVERT Bd SINS Me THIS LICGE C-M BE Aa ercTRlc�+oMm s s .J. . 0 DETTCTDR 45' IY f� I I eOJOW UPON RP1i.G5T.THE P RCMAW OF A LICENCE 15 2 \ T.•a I III I li 7 GCILII•lEa \ REOURED AS SOON AS MORE TEN!ONE NDUse Is TO Ee PrO \\ 1 b n.•r I I 4 \\ I I b 10 DARABE -i EULT MTN TeS HOPE:RAN F � iu �-10• ICI bJ3. . n+esirAxs of PREveff GTwL MET �'-0• / J I / o mxl Lo I III �tio' IMPORTANT STRIJGTURAL.NOTE FAMZ LY 'I 1 I TM FLOOR FRAM246 STRuVIMM As BEENDB15M® Roo tA - • ACG0R7N e S TO T STANDARDS INUSt USINS A O vANTRr / 4i ct.o�r ___ ` Ux•BHx AND C.OwENTIONAL 01-tWesION NOO17 FB•EBLS. • = L STIML MST j 49'I\\ \I BVSIIEB�L UIlse x SU•PLOtS OR MANPAC.TIfZSL9 :1' r FOR I T.1 000 a.LOAD \ inI MAY PROPOSE GOFPARABLE FLOOR FRAMING SYSTEMS, EMMexN®V / I -\ -=__J---- - I REOUIRNe MODIPICATkNO TO TIE STacTLRAL DESISN H - DINING'AREA i y,1,-"/ -�---_- SNOMI N THESE DRN,11HOa. —-— 'Te S PPLIH2 OR MA APAGMHi MIST S.PR.Y THE' .. .� IO'-0•X 12'-0• I I BIIILDex WTI ALL 0E513N CRTERA FOR PROPM T 10'-014 EQ EN6I}�V I INTE'c,0N TRLGT N.NS D(K FMDATION STAIRS E DINER TRADES TrJ rAN 'D �� BMGA'eim o /� ALL STRLGTI.RAL De51BN CMMNBFS E War BE FeVN® BY A LJGBMCED PROFE5510N.L ENSR®L PA X ' •4 i I X v 1 c 9•-f,' .. - - 3-2•)GO•LINTEL / 4' 4'-4' 4' 11'-0 107. T.F. T2' D7 46' 72' b• 40' 5T1lLlGTLRAL Ls�E:ND S'-2' 10'-6' T-0' T-0• 7'-O' S'-0' 4'-10' S'4' nu b� 10�4• sv' S NiMIL xlo Mosr - a'-e' Nino• Iv-o' AL 10-V Tx>td®rx III 50,0• �• P S NOTgF I I xbMw°ncs sAMe se'-0'. II 91PPCRIDIB STRI°TI� th diflSe®f ' , 2 D.G. MP. .1oNfN.s �� Town of Barnstable LL= `� A••`:,a• PO Box 534 ° Hyannis,Mass Fax(508)775-3344 achusetts 02601 '�=�° s �.......•••.y MARK 512E q'V/LLEUP� A 16'1.x so,W. N (�ONSTRUC TION B.V. BAIe VALVG 9 I4 Y e0 G 2 'x e0• u�ET Phone(508) 1 -6265 D Y ., •x w t N 4e Y so, GROUND FLOOR PLAN e 36 Eo' 00 nx HIcaB wwe ova J 60'x CO' wa IV 05/-QO I/4'. I'-0° ©MARt R[PHCM ro°con K 34•x E2' L 12'x EO• . nAx w. Z637 vg sM�r Mn 6-I I �� •GENERAL NOTES L _Fxv�s u.m ar/.a.IA�1.YI6D ro m ae,us IIo I.2 � _ IlRRINGy o�enQ.alwTm. - 1 r . _AIy LDnedrom2-TxIT ULd OIIe6Q Nflefl. - I J��L _Tall aF eRaeR.lyanNal IaoF wAneee rwY xevwa I AousTrany ro FLW IIRat ro H.luv:cnlnn IIaIRCTx}6 � -Horn ATaT,.la ro la ocTnm uoe�.r+nua FARTRIPe ' A.o Is...NL xn�®r,v,Kr m Acco•mrz wawa. ' '-FIIWElS x T Obebll®OIMe Yill.lai M W-Mam TMAx T-e - /ROSAxFFC C!•NLM-0[RYWIN9. _MRYATWI O N•.L'O.�IVATF!RlfA�®AT GIB.!® - ala»e�N>«NA,aRY� DRUMMOND DESIGNSIN, Your Home Plan Experts ' . �..•. 2950 Soul. Lemire,Drummondville "ywi xis u a A° iaw..ve9crov¢oIIQ Tema w.0 . Quebec) Canada,J28 736 _ "OMOaP,OI M�46YI�iNMIR�T�wlYl lMY vIM _ (819)477-6646 pMpaR Hu00a lldd exlMe Ial.a TIEONlGTm x t!•LVA1Y7m pl®.MN]01a•BL1 Axl A GRAVe.<LLBl wAw twelm ro rv+eem.wwN ANy IIaTALLID. - Accao•amTlnnra. ATTENTION I I®AO/A,M TLYIx/GTO[•J alw)Otl M!PIC09. - - VAIOAfIPa pvf SR®I MluGM YT MD RMD ' POR ANY �gryA� n/.NaC P.MIJIO Ix3ra Oi� ._ ��• GAL 11NC01'rf>7®NENSION RUSE CONTACT THE PREFECT THE N I THE Ce 5IB - NM\»Tlllv.la�la wat•fNa . AT feER ABOV2 pEPORe M C7061NNNG OR THE CQ.R`t OF 7W5 PROJ'lT. -aaawllralwAGTltl�f. - I)VDST AtJ.'R.aalCla 101Fllci®OI� y I®acr.. Ia�.mall.e.Ixxa.alTAww eab• b`+• COMMENTS ATA'Jm ro Iwa ala.saowrinnll�wrtaATxw 0./N�I!IfJ pawl .To v+a a..wr ra�am Gana nesl . E-MALL {M-10• BID- T2�10• - Nd°D OTICE.I-0W-4T � W.vDax w wr s.e u:s/n raa A•n 4=4• 2940• 1 �• 3') ,E• NOTES . - peCOlAThe c0.1R',N T ese PLAN5 NAVE BEEN ORANN ACCOF=N6 TO W1614- •xA•PEAT O'pa TTP OVALnY STANDARDS AND PRACTIGB AND ARE AN ACC TVI- . RATE 6UIVELINE To EUILDINa cOISTRUCTIoR. Hos*ev . LOCAL REGULATIONS AND 9AL0I46 CODE REOIIReHONT: . VARY.AND AS SUCH,PLANS MAY RB UIRE MODIFICA.TO —————--—————--- THE eUU.OINS CONTRAOTOR MW REVISE AND INSURE TN ------- J C--�—I C — ---_T I AREA"45ZE TH HOUSE HILL BE BUILT. AN AR444TECT O _ ------- THE PLANS Yeti ALL 60vERie-OQIfAL REfd/1R@Ei�TS IN L J - W-WHE t SEAL FOR LEGAL OR SAFETY REASONS AID A' ' i 1 DReYJINs T ` T~'Tr Xe•P'aDT _ h FOR ANY l (G NT mw MODIFICATIONS ADDITIONAL ICAONs REQUIREDREQUIREDaTE'r OR OYIGLS 000WrY A . DRLMiOrINC,D DESIGNS IN HILL HOT A69AEWd E." LLITY POR"SNAPS BEFORE DURING OR AF \ / 2• `}, w x F THE US!OF THESE RAMS FOR CONfTRUcTION. 1r'ANY I \ / U j UI ADDITIONAL(WORMATION OR CONSTR1ICT10N DETAILS A \\ Si' Lrte+le• O Y REQUIRED. ACT DRL.FMOID DESI6NS AND R.MLL 8 . I / _ -- -------- OUR TO GUIDE YOU. p< I Ty1i0 sTORY -/ \\ ��JJ --------------- U TMS NON RAN ws W,AN ORIGINALLY DfeAaw BY • Ih T®RAL C61�118 ((�^^/1}1y� ANT nIOID oP51616 INC.AND 5 ITS t%C1Ufi1VE PRDPBi`' yluMeR U _ p �------ @ I �'�' I �, I k ANT REPRODLcnoN E;sTRIcn.Y POR®IOD@l . C w I OPEN TO---- \ = I' _ I i r Tie FURCNNASE OF A HOPE PLAN DOES NOT IWAIAE THE a o l —B4CE FOR ADVERT151NO USE.T I LICENCE CAN BE II .� — ----7------- SOUGHT IRON REQUEST.THE PIFCHASe OP A LIC W-Z 15. I Frl® O REOUIVUED AS 500N AS MORE THEN ONE HOUSE IS TO EE . \ _ L J R BULT HITH THIS HOYe PLAN. UtlmftAL CELIW a ---- •x 221.k. . �\ O y is IOOIOND �. I--- BEE ROOM 0 2 . 6 7 i Er2 �— —� o'-0x14'-0 RUG_ IMPORTANT STTIJRAL NOTE n --- — p{ -BJZTRIC YC1Q S'-0' ''31i' -0' Id,No• X A4 FLOOR FRAMING ST DAFtPS IN �1 INS A I DERB:TOR Q AGCOiN^nc 70 THE SCNALLtp5 IN USE.USING A COIBNATON Q:NATWWIY AVNIABLE EN61NEEFEC - I r 1 UIYEER AND CONvEiR1OYL DREi610N YIOOD MEM9EF ! i, I I - Raosr-- Iffi3aEO L-uIIE . OR MARRACTLRIMs 52• —————————— MAY PROPOSECOI'R•RABIE FLOOR FRAMING--J REGIRRNG HODIPICATIOS TO THE STRUCTURAL DE5161 ATnc AGOE96 SM7!^N IN THESEORANN6S. {rMAINATIED LINTM.L.Y.L. TIE SUPPLIER OR MAMQFACTURER MIST SUPPLE THE nC A I'4 41,I ! iO (AS RRL MAWrAOTUFtM BUILDER H"ALL DEDESIGNCWTE2A FOR PROPER pr(� I ! DD ! MODIFICATIONS REGARDING OVER TRADES RNOLVTED } I I MASTS svt1 ! % IN THE cm sTra Gnaa &x POIfDATIOIL STARS ercJ . I 6'-0' 'U-0' I _ I ■ REv� BY A LKEY.�PROI�f 10NA1 ENGINEEL II . in Om""" f b I I 1 � ■ 1I 4 - \ ■ I I i — —J j T-. \ I I I �� ■ I I■ I n ee.a \\ ° T . \.\ Tows f Barnstable �� T E —�� X. Tr. ------ ------- --- ------ ----- -- ---- -- -- -- -- --- --- 601 GTRIV.n IRAI I�.4�1.11'] M/1C r344 tts 02 _ W Z11 .s� AnoN SSI ~ w,.L>,�PnsT 512• g,_r F E• s 411D• Y "" Ile(508)790-62 5 ,E,.,�• 5..4• III ROMON m!!/•G END HQ n o• LO 4• p%S 1 I srlcmeu eTRcnaE / ` III A.501-0 ✓eo 5 �r vim'�o cw«u a Lee s�cR.r.a •. ti F � e elarAm eN P .. .. .. 10 518 AMR--VIATIOhI .. . . i�'R• "'A ,,,;r Ie•x eE•. NFJ q CONSTRUCTION Ie•x ea• e. a reEVALve qN/LLEGP\- D 1 GO. eRA.ua NR. HAIo RALL E 30•x 60' SECOND FLOOR PLAN l.Fl tl LN9N CIOYT ' P 33•x BO• Bb•x 0• H 0 HN MGRO NA..E OVd 46 x 0" yrz Y.•lE • J 34'x 66Z L 04 IV OS/2000 I/4°_ NHR R3Htwe TO Ocva •x ez 72'x 90• w,xl Na aer In Centerville, SYSTEM DESIGN CALCULATIONS. CONSERVATION NOTES GENERAL NOTES: . SOIL TEST LOGS: : ZONING TABLE MA TEST HOLE 1: EL=52.9± SEWAGE DESIGN FLOWi A.)NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL SOIL SOIL OTHER BEDROOM D_W_EaTN__T&1 BEDROOM CARRIAGE HOUSE @ 110 GPD=330 GPD 1.)LIMIT OF WORK SHALL BE AS SHOWN. A STAKED 9"STRAW WATTLE SHALL BE AP-AQUIFER PROTECTION OVERLAY UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY REQUIREDi CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF U B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL) 3 BEDR M @ 1 Lake We PD=330 GPD REQUIRED OF ANY WORK: GP-GROUNDWATER PROTECTION OVERLAY g aguet LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-23 Cf Fill-Driveway NA NONE SEPTIC TANK CAPACITY REQUIREDi 2.)ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTING SHALL CONSIST OF MASS RD-1-RESIDENTIAL 23-43 B Fine Loam Sand 10YR 5 6 NONE NOTE:FILL EXTENDS TO 7 LOCUS C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL DAILY F = GPD =660 GAL.REQUIRED SLOPE GRASS SEED MIX AND/OR AS CONDITIONED BY COMMISSION. UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 43-142 C1 Medium Coarse Sand 10YR 6 6 NONE BELOW GRADE EAST SIDE OF TEST PIT SEPTIC TANK CAPACITY PROVIDED REQUIREMENTSi 1500 GALLON SEPTIC TAN (MIN.ALLOWED) 3.)CONTRACTOR,BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR CONSTRUCTION NOTES: TO AND DURING CONSTRUCTION.LANDSCAPE CONTRACTIOR TO REVIEW MITIGATION LOT SIZE 43,560 SF O TEST HOLE 2: EL=53.0± LEACHING CAPACITY X 2.0'LEDs FRONT SETBACK 20 FEET ONE 1 5.0 X E RING CHAMBER CAN LEACH: AND RE-VEGETATION.PLANS WITH CONSERVATION AGENT PRIOR TO PLANTING. T DEPTH FROM SOIL SOIL SOIL SOIL OTHER Vt=[(25.0 X 12,83)+(33.5 X 2.0)2+(12.83 X 2.0)21 X 0.74 GPD/SF=349 GPD SIDE SETBACK 10 FEET 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING 349 GPD>330 GPD REQUIRED REAR SETBACK 10 FEET (INCHES) (USDA) {MUNSELL) 4.)A SINGLE RAIL SPLIT RAIL FENCE SHALL BE INSTALLED AT THE EDGE OF THE PLANTING re TITLE 5,ANDTHE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. BUILDING HEIGHT 30 FEET NOTE; A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. MITIGATION AREA.APROX(MATELY 78 FEET,SEE PLAN VIEW AND DETAIL, e,S�a 2.)SEPTICTANK ,GREASE TRAP(S),DOSING CHAMBER(S) AND DISTRIBUTION 0-14 Cf Fill-DrivewayNA NONE INSTALLi FRONTAGE 20 FEET Qr�rr O 14-32 B Fine Sand Loam 10YR5/6 NONE PERC 54" WIDTH 100 FEET �p Route 28 BOX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY NE -H2O RATED,1500 GALLON,TWO(2)COMPARTMENT SEPTIC TANK 5.)THE CHAIN LINK FENCE IS TO BE REPLACED IN SAME LOCATION.FENCING SHALL BE (D 32-138 C1 Medium Coarse Sand 10YR6 6 NONE RATE:<5MIN IN ONE 1 -3 OUTLET DISTRIBUTION BOX H-20 Rated 6' OFF THE GROUND TO ALLOW WILDLIFE MOVEMENT. ai COMPACTED,OR ON A 6 INCH CRUSHED STONE BASE. O ( ) EXISTING BUILDING COVERAGE � 3.)SEPTIC TANK(S)SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE 11 MIN <12" IN HOLE TWO(2)-500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND (H-20 Rated) CL AT LEASTTHREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- LOT AREA:Upland 16,802 SF± ro NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 DATE OF TESTING:TUNE 10,2020 DRAINAGE NOTES: _v 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" PERCOLATION RATE: LESS THAN 5 MIN/INCH IN"Cl" LAYERS. BUILDING COVERAGE: o WITNESSED BY. MATT FARRELL EIT,J.M.O'REILLY&ASSOCIATES,INC. House 1608 SF± Co ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE c CENTERLINE OF THETDIRECTLY UNDER THE CLEANOUT MANHOLE. DON DESMARAIS,AGENT,BARNSTABCE HEALTH DEPARTMENT 1.)ALLSTORM RUNOFF IS TO BE CAPTURED ON SITE,INLUDING ROOF RUNOFF TO DRYWELLS, Carriage House&Sheds 832 SF± co PLAN BOOK 36 PAGE 69 ANK NO WATER ENCOUNTERED-GW EL=34.8,LAKE WEQUAQUET NAVD DATUM,PER AGENT Existing Dock Located:2/24/20 DRIVEWAY RUNOFF TO LOW AREA PROPOSED IN BETWEEN,INCLUDING LAWN DRAINS SEE TOTAL 2,440 SF± a DEED BOOK 28598 PAGE 76 5.)RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. License#7325 NOTES BELOW, ASSESSORS' MAP 231 PARCEL 26 CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6"OF BUILDING COVERAGE=(2,440/16,802)X100%=14.5% FINISH GRADE,OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. CERTIFICATION Lake W e q u a CI u et 2.)ROOF RUN-OFF FROM DWELLING SHALL BE CONTROLLED BY GUTTERS,DOWNSPOUTS 6. PIPING SHALLCONSIST OF 4 SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL CERTIFY ON 11/25/1995(DATE)I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BYTHE AND DRYWELLS OR STONETRENCHES UNDER DRIP LINES,DRYWELLS SHALL BE,A MINIMUM BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. DEPARTMENT OF ENVIRONMENTAL PROTECTJ� HAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSESTANT WITH (A Great Pond -Water EL--36.1±, 2-24-20) PROPOSED MITIGATION AREAS OF SIX(6),20"ADS PIPES, TWO FEET DEEP WITH TWO FEET 3/4"STONE ALL AROUND, LEGEND THE REQUIRED ,EXPERTISE A OrEXPERI E DESCRI DIN 310 CMR 15.017. TOTAL 1,213±SF,SEE DETAIL FOUR(4)FOR PROPOSED DWELLING&TWO(2)FOR EXISTING CARRIAGE HOUSE, EXISTING SITE COVERAGE ­1 32 EXISTING CONTOUR 7.)DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM(AS REQUIRED)SHALL BE -- 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT LINE SHALL BE CAPPED Sig re - Date �� 2� 3.)LAWN DRAINS PROPOSED IN LOW AREA BETWEEN DRIVEWAYS FOR STORM RUN OFF. LOT AREA:Upland 16,802 SF± -32 PROPOSED CONTOUR AT END OR AS NOTED. p� TWO(2),20ADS PIPES, TWO(2)FEET DEEP WITH TWO(2)FEET 3/4"STONE ALL AROUND. x12.34 EXISTING SPOT GRADE 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 11'�"'_���� t 6, ' I I' BUILDING COVERAGE: PROPOSE 2' 24x5 BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION 4.)ALLSTORM RUNOFF IS TO BE CAPTURED ON SITE,INLUDING SURFACE RUNOFF ON NORTH House 1,608 SF± - D SPOT GRADE Carriage House&Sheds 832 SF± W BOX TO ASSURE EVEN DISTRIBUTION. SIDE,LOW POINT GRASS SWALE PROPOSED SEE PROPOSED CONTOURS.LOW POINT EL=39.5. --- WATER SERVICE LINE LOT 5 PROPOSED LOW POINT Drive/Walk/Patio/RW 2,650 SF± 9.)DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6"MEASURED BELOW OR STORM RUNOFF SEE PLANTING DETAIL TOTAL 5,090 SF± �0- OVERHEAD UTILITY SERVICE Total Area= 18,250 SF± -U_ UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. SEE DRAINAGE NOTES 10.)BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO Upland Area= 16,802 SF± SITE COVERAGE=(5,090/16,802)X100%=30.3% -�- GAS SERVICE LINE 1-1/2"DOUBLE WASHED STONE FREE OF IRON,FINES AND DUST AND SHALL BE TEST HOLE/BORING LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE PROPOSED BUILDING COVERAGE ST SEPTIC TANK SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 36.7 / Existing Chain Link Fence LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON,FINES AND DUST `S DB DISTRIBUTION BOX 5 �,, TO BE REPLACED IN SAME LOCATION LOT AREA:Upland 16,802 SF± 11.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; Edge of Pon g 6.0 00 1 11,11 .1 SAS SOIL ABSORPTION SYSTEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS,PARKING AREAS, �� 4 BUILDING COVERAGE: Reserve RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL;OR WHEN PRESSURE DOSED, Cobblle Apro - PROPOSED LIMIT OF WORK HOUSE/GARAGE 2,093 SF± 2Z, UTILITY POLE' 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF SEE CONSERVATION NOTES Carnage House&Sheds 832 SF± i.2 ' ®°° TOTAL 2,925 SF± ® CATCH BASIN CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). / O pL 1cr FIRE HYDRANT 13.)FINISH GRADE SHALL BE A MAXIMUM OF 36"OVER THE TOP OF ALL SYSTEM 3 6d� BUILDING COVERAGE=(2,925/16,802)X100%=17.4% COMPONENTS,INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX,DOSING CHAMBER 3 /' g 1/'o ® WELL AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER 37 ,� PROPOSED DRYWELL FOR ROOF RUNOFF QD DRAINAGE MANHOLE OF 9", zhs %' 43�° ,O SEE DRAINAGE NOTE 3 ■ CONCRETE BOUND, FOUND PROPOSED SITE COVERAGE 14.)FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL 'L "�� �`' � _ � TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- ti ,4 ''� r k i LOT AREA: Upland 16,802 SF± -x-X- LIMIT OF WORK TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH f f f 50 Buffer AREA FOR ALL ACTIVITI ES THAT MIGHT DAMAGE THE SYSTEM. _. DA Zone-BVW -- FENCE R BUILDING COVERAGE; 15.)SUBSURFACE COMPONENTS OF A SYSTEM SHALL NOT BE BACKFILLED OR \ 37,6 eof� L ti ,,� p� HOUSE/GARAGE 2,093 SF± `^�`^^' EDGE OF CLEARING OTHERWISE CONCEALED FROM VIEW UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED \, Ede 3°��� 6.1 ,•' r Carriage House&Sheds 832 SF± BYTHE APPROVING AUTHORITY AND PERMISSION HAS BEEN GRANTED BY THE APPROVING pA Drive/Walk/Patio/RW 2,829 SF± ,f ,- --�''� - -- --' PROPOSED WATER SERVICE EXISTING AREA TABLE AUTHORITY TO BACKFILLTHE SYSTEM,THE DESIGNER SHALL INSPECT THE CONSTRUCTION 6,8 / -x 46,0 TOTAL 5,754 SF± AFTER THE INITIAL EXCAVATION,PRIOR TO BACKFILLING,AND DURING BACKFILLING. .� '� i� u� '; x 4s,0 ® ® �k �� SEE NOTE 18,WATER/SEWER CROSSING IN ADDITION,THE FINAL INSPECTION OF THE SYSTEM SHALL BE CONDUCTED BYTHE / 3g YC 6 � C) �� o �� SITE COVERAGE=(5,754/16,802)X100%=34.2°� 50 BUFFERi APPROVING AUTHORITY,THE SYSTEM INSTALLER AND DESIGNER PRIOR TO THE ISSUANCE ,� u� r N / 48 OF A CERTIFICATE OF COMPLIANCE PURSUANT TO 310 CMR 15.021(3).ANY COMPONENT d 'f ® + 11 / DWELLING 161 SF OF THE SYSTEM WHICH HAS BEEN COVERED WITHOUT SUCH PERMISSION SHALL BE o{ et\a�j r► 3q, _ P ' �L� _- _ -� GRADE PLANE CALCULATION(NEW DWELLING) DWELLING,DECK 316 SF L�. �- WATER/SEWER CROSSING RETAINING WALL 50 SF UNCOVERED UPON REQUEST OF THE APPROVING AUTHORITY OR THE DEPARTMENT. / Ed e\W► O �,d' x 42,6 ��. y SEE NOTE 18 p O� ti eo. O NORTH:50.7+46.9/2=48.8 TOTAL 527 SF _ 16.)EXISTING SEWAGE DISPOSAL SYSTEM,INCLUDING ANY CONTAMINATED SOIL WITHIN f I ' x 44,s �OQ ® 8.1 `� SOUTH:53.2+48.4/2=50.8 5'OF THE SAS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND FILL,ANY FILL ,� / ��rt � 3x. EAST.48.4+46.9/2=47.6 50-100 BUFFERi USED FOR THE SAS SHALL MEET THE REQUIRMENTS OUTLINED IN NOTE 17 BELOW. f p,2 des O�� 50 x d5;./ ti' y 100'Buffer WEST:53.2+50.7/2=51.9 x \ x r a Zone-BVW DWELLING 1,455 SF 17.)SOIL REMOVAb ANY CONTAMINATED SOIL OR OVERBURDEN SOILS SHALL BE REMOVED \, 1 I dco 44,4 O� " ,x FOR A DISTANCE OF 5'FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN C1 SAND LAYER, �,e p�-� y f 00 p`�O v�!"W LO' GRADE PLANE EL=49.8 DWELLING,DECK 318 SF AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO `L'Z �'� O `��� ��' ® MAX PLATE EL=30'+49.8 EL='/9.8 FRONT WALK&S;AIR 157 SF a �k., ,� m LO �L� Oti�S� W� TOTAL 1,9305E MINIMIZE SETTLING.SAND FILL MUST MEET SPECIFICATION OF 310 CMR 15,E 55(3) rp. - - - O S� '� O x o s 03 r �y Q O ., O SIO s HEIGHT FROM TOF 19.5 FEET f ,l _ CONSTRUCTION IN FILL.A SIEVE ANALYSIS MAYBE REQUIRED BYTHE LOCAL APPROVING P✓ ��� t-� '' y4 Q�Q��� �� Rly PROPOSED DWELLING HEIGHT _ `^' _ 74.0PROPOSED AUTHORITY. „ n V ' a'Le � D6g• p� •SOOg`��' 52 ,, , •y s3,i TOF+19.5'=54.5+195 _ AREA TABLE 18.)WATER/SEWER CROSSING:WASTELINE SHALL BE SLEEVED WITH A 20' O'� '" Q x 5 O EL a e Or pcb O F� ` �^ 'F c� x a HEIGHT EL=74.0<EL=79.8, HEIGHT OK SECTION OF 6"SCH.40 PIPE,CENTERED ON THE WATER LINE CROSSING. `_ �Q d/� LZorne-BIVW 0'Ber yea Qot�f O� oo� 'Lti 50 BUFFERi `PG eoS `, edc e 0 / ``;;, N 0�5 COVERED PORCH 81 SF A - B \��c�a e`� 5c�x� _a -- 52 DECK 178 SF PROPOSED MITIGATION AREAS ` 1 9,i p F� �� mob .0 y TOTAL 259 SF TOTAL 1,213±SF,SEE PLANTING NOTES -_ Or,� �, / �O&V et Qa �a ' Q,�`" QQO�PC���x� i Sew 50-100 BUFFERi c G�S''`' sa o �ee� O ��x 2.7 f°� 21 PLAN DOCK RED PORCH 143 SF Existing Dwelling&Decks 7 x 5\�Tp. O� X �t 242 SF PROPOSED CONTOURS AND LOW POINT TO BE REMOVED "" `� i J, �� '. f ,vpSCALE I"=20' DWELLING&GARAGE 1,968 SF 0000" c � 3,2 -� iFRONT PORCH 94 SF O _ THIS AREA IS SERVED FRONT WALK 67SF PROPOSED SINGLE RAIL SPLIT RAIL FENCE x� \ �`r' I �S i1 \I �i '/ 'te� STONE WALL 52 SF \ As ,� a O� �a BY TOWN WATER. SEE CONSERVATION NOTE 4 �� J GGJ Qt� TOTAL 2,566 SF \ 100 Buffer �\ °� s2,9 \ �O Zone-BVW MITIGATION REQUIREDi PLANTING NOTES: s o�� f 50'BUFFER: (259-527=-268) -268 SF \ 1.)EXISTING LAWN SHALL BE REMOVED FROM PLANTING AREAS.SIX(6")OF TOP SOIL 50 SHALL BE PLACED IN PLANTING AREA,ENTIRE AREA SHALL BE SEEDED WITH A WILDFLOWER ,k F O O 100'BUFFER: MEADOW SEED MIX,ACCEPTABLE TO THE CONSERVATION AGENT/COMMISSION. titi4s ` s„°� O j/ 000� / 2,566-1,930=(636 268)3 +1,104 SF Existing Sewage System 6 F t PROPOSED LAWN DRAINS J 2.)LANDSCAPE CONTRACTOR,SHALL REVIEW EXACT PLANTING SCHEDULE,INLUDING, TO BE REMOVE Light ost ° MITIGATION REQUIREDi _ � EE DRAINAGE NOTES 1-3 SPECIES,SIZES,AND TYPES OF WILDFLOWER SEED,WITH THE CONSERVATION STAFF SEE NOTE 16 J ' / - 4 EL-51,8± PRIORTO PLANTING THE MITIGATION AREAS. ` 54.0 f 1,104 SF 1,�x B p of H ARn'Pavement MITIGATION PROVIDEDi PLANTING DETAIL x 5 m �,•> ss.i � EL=53.4±(1988 NAVD) PLANTING AREAS 1,213 SF SCALE: 1 = 10 Utility TOTAL PROVIDED MITGATION 1,213 SF C Pole#330/13 IR f GRAVEL DRIVEWAY TO BE VED 56 / PROPOSED LOW POINT �156,5 / SEE DRAINAGE NOTES 1-3 ROPOSED PERVIOUS DRIVEWAY FLOW PROFILE: NOT TO SCALE 4"PVC CLEAN OUTS FIVE(5)COVERS TOTAL PLAN VIEW THREE(3)PROPOSED TWO(2)SEPTIC TANK,ONE(1)DBOX &CAP BY"SWEETAIR" SCALE: 1" = 10' TWO(2):SAS,WITHIN 3" 4 PVC VENT TOP OF FOUNDATION H2O COVERS&RISERS 4B O OFF RAISED TO WITHIN 3"-6"OF FINISH o+ ONE H2O COVER&RISER GRADE(OR AS NOTED) RAISED TO WITHIN 6"FINISH GRADE B:53.50 REVISED PLAN,6-30-20:ADDED CONSERVATION NOTES 4&5,SEPTIC DESIGN (SEE NOTE#5) : .m �-Proposed EL=53.2± Proposed EL=53.0± Proposed EL=53.0± " UF�k t ,o COMPLETE,ADJUSTED GRADING AND MITIGATION PLANTING DETAIL, M N ,i ! .ems,; • u Fy' Ka I ku s Property a� �, 36"Proposedkt1 ,C ��4LL ;=f �ROH` . ' (9" Min-36' Max) i , ..+� c/o Jim Hagerty,Reef,Cape Cods Home Builder, PO Box 1$6,West Dennis, MA 02670 a 50.0± � O.�2� � �•�� O�,EiL"vet` ' 0 4 TWO H2O COVERS&RISERS �� T� �> N { PROPOSED SITE PLAN J 2 LAYER OF 1/8'-1/2 STONE t° o� ,� ��® f°a,� � ��.�� `�� r'. A.51.50 49.85 10 % RAISED TO WITHIN 3 FINISH GRADE /QN t E� ti B:51.05 14" 14 49.60 49.00 3/4'-1-1/2 STONE s ` 99 OlC, Farm Road, Centerville, IVIA 3' 49.32 49.15 /j c� n' l f '� .,, J� P 4'0" / �. . 2,�DROP GAS BAFFLE AS BAFF E 47.00 INSPECTION NOTE: �, J.M. O'REILLY & ASSOCIATES., INC. 1000 GAL. 500 GAL. s G�,2 USE TWO(2)SHOREY PRECAST PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM NEEDS TO s Professional Engineering & Land Surveying Services 500GALLON LEACH CHAMBERS 1 •91 BE COMPLETE INCLUDING BUILDUP FOR COVERS. ` Longest Run WITH 4'OF STONE AROUND A:40 q° 1573 Main Street - Route 6A B:51' 1500 GALLON,H2O, TWO COMPARTMENT -20' 15 (END VIEW) 20 40 P.O. Box 1773 SEPTIC TANK DB3 LEACHING CHAMBER LZ EL=36.1± (NGVD)HIGH GROUNDWATER(EL=34.8±NAVD DATUM) �'' 0 60 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax D-BOX y� DATE: SCALE; BY: LHE JOB NUMBER: 25.0'x12.83'x2.0' H-20 H-2o SCALE 1"=20' H-20 G:\AAjobs\ReefKalkus8857\Reef8857PROPOSED.dwg 6-5-20 As Noted MTF JMO-8857 I , DOOR SGHEDUL"E IMPERIAL. I A = 16" X 60" 00 [Drummond 4 $ = 16" X 60" I D . X�N 0Designs inc. E = 30" X !8/�0/" = 32" X 60" 2950 Boul. Lemire Drummondville G = 36" X 60" (Quebec) Canada M W H = 46" X 60" (819) 477- 6646 J = 60" X 60" 4 K = 34" X 62" L = 112" x 60" ATTENTION � FOR ANY TECHNICAL INCOMPREHENSION, PLEASE CONTACT THE PROJECT RESPONSIBLE, 4'-0" 4'-0" 3'-6" q'-0" 4'-2 1/ 6-2 1/2" 3'-2 I/2" 4'-2 I/2" 4'-0" 10'-2" 2'-10" AT THE NUMBER ABOVE BEFORE THE BE61NIN6 OR THE COURSE OF THIS PROJECT. 6n bn 56" lo 64" 56" 64" 46" X 40" GOMMNTRY J + SEE LEVATI N + SEE LEVAT N E-MAIL : team©drummond-designs.com i HEAD OFFICE : 1-61a-477-3315 NOTE . THESE PLANS HAVE BEEN DRAWN ACCORDING TO HIGH- - QUALITY 5TANDARD5 AND PRACTICES AND ARE AN ACGU- a RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER, �i LOCAL RC-GULATION5 AND LOCAL BUILDING CODE REQUIRE- ry ry MENT5 VARY,AND A5 SUCH,MAY REQUIRE CHANGES. THE BUILDING CONTRACTOR MUST REV15E AND INSURE WITH HIS CLIENT THAT THE PLANS RESPOND TO ALL CURRENT GOUVERNEMENTAL REQUIREMENTS IN YOUR AREA. _ I 8°XS" POST THE CLIENT HAS THE RE5PONSABILITY TO VERIFY - FREERS.FIREPLACE STOOP I I T1'P (> HIS MUNICIPALITY REGULATIONS. X I I DRUMMOND DE516NS INC, WILL NOT A55UME LIABILITY FOR 11'-O"X 5'-O" n MISHAPS BEFORE, DURING,OR AFTER THE USE OF THESE 5-2"X6" POST 5-211X6 POST 1 c1I i PLANS FOR CONSTRUCTION. 2"XLINTEIL S N V1, ■ TH15 HOME PLAN HAS BEEN ORIGINALLY DRAWN BY a Vol DRUMMOND DC-51GN5 INC. AND 15 ITS EXCLUSIVE PROPERTY. dJ d i ANY REPRODUCTION 15 STRICTLY FOREBIDDEN. m z LIVING ROOM Emsr:=m M -{- -}- O a o ——_ —_— THE PURCHASE OF A HOME PLAN DOES NOT INCLUDE THE E IS'-4"X 13'-8" COUNTER TOP I r a LICENCE FOR ADVERTISING USE;THIS LICENCE CAN BE CRANGE+FAN I'J 4 BOUGHT UPON REQUEST. THE PURCHASE OF A LICENCE 15 lu Q Q KITCHEN I)I T- REQUESTED AS SOON AS MORE THEN ONE HOUSE IS TO BE b E _� N — I I BUILT WITH THIS HOME PLAN. n ° Q ii' tin I"i'-O"X 12'_4° III PREFA5RIGATED JOISTS ae�- 4 12-O X 12-4 J I JTyp 3J m A UND STAIRWELL 4 — INPORGED JOISTS BEARING WALL 3_2"X6" POST " � (SEE SHEET # 11-1 U 3'-1 1/2" 6'-6" 3 ry III — STEEL SEAM tr- I EMBEDDED 5-2"x 10" SEAM 5'-0" 4'-0" L I I (SEE EN6INEE}� a(� EMBEDDED J J 5 b 8 7 6 5 3 2 I III T I I 1 1 I 1 1 I I ELECTRIC REF. OVENr- a-4 Tyr. JOISTS I'I III I I I I I III I ► UP O DETECTOR _ - " I I I I I� I o III m 1 a N iv K ICI r III I I I I J �' OIII � O o I I JIJI I WN 11 N xI 6'-l0" II v III -4 nl ( 12'-4" = II a'-o 5/6" III I I I I J WOOD 6"X 6" °IIj S + 1 I 4 2 I N _ BEAMILLtAIMINATED__ L. L. STRUCTURAL POST tr III ■ DOOR WITH AUTOMATIC CLOSER . .�� - _— —_—_——_— = 2"X 6"WALL I I a a AND WEATHER 5TRIPPING TO �• `� AS PER MANUFAC. FOR PLUMBING PREVENT FUME LEAKS m 0'-2 I/2" I EXPOSED III a 1/2" PREt^AB. JOISTS IMPORTANT G,4RAGE O I m I= I I (AS PER MANUFACTURER) 6$ WW 20'-O"X 20'-O° h l0 s Iu O O I I m I 2-2"XIO" THE FLOOR FRAMING AS BEEN DESIGN OwC I ACCORDING TO THE STANDARD IN USE. N 0-- czc "I d � I I I 42 EE HA == __ ~ a BI n ~ t(1 j Q HOWEVER MANUFACTURERS MAY III DINING ROOM — PROP05E CERTAIN VARIATIONS IN THE ATTIC ACCESS w z II'-O"X 13'-4" I = w 5TRUCTURE DEPENDING ON THE PRODUC THEY OFFER. Q6 GPI L I N6 DRAIN 20"X 25" dJ CE a I I I '� w 1O 6?�R,4GE �� i� O -' a _ I I •X 6•WALL I MANUFACTURER SHOULD THEN GIVE TO cV I /X` 1 — o 0' n I I FOR PLUMBING I it TO TENDERER THE NECESSARY t- IG—— VAN1 KIN d I I x I J ► INFORMATIONS IN ORDER FOR HIM TO s - = I � INFORM ALL CONTRACTOR. ———————— ——————— 22 X 30 I I U) 0 I I O (EX. FOUNDATION, STAIRS ETC.) PROVP.1 FOR PIDE W LUMBING AGE I t& J ( = ■ Q 610 I 5-2"X6" POST I �? o STOOPI I - Tyr I , II I I I Oe ERAL.E REVISION 4e 1 04/04AE, MP. "XIO_" _ 2 2"XIO" 5-211 10" 3-2"XIO" I t- REVISION NO DATE sY --- - - ----- _-----_- _ - -- --- -- - - ---- -- - - - -- I 4--2"XI2" LINTEL I — ---- — — -- --- --- ------- ------- ' :'�` �ba/ � �- t1ttt===:t:1+t 101 IL c14 . 1 T)TO BE 6RADE NO 1 b 2 �► N RIX-El `t, SNJI w. A �• �-A iN} Szlo'131, -2• 15E NOTED. Z O T.P. T 1+4� < U3>~-o� MAY REQUIRE N 678 AGTURER'S INSTRUCTIONS. ~ 2 'X 4' 24 X6 �4, rQ �� I6'-0" 6'-0" T2" 62' 56" 64" �' LLr gRj'iotg TO UNDER PARALLEL PARTITIONS DU QU r,� .`•► + SEE E EVATION + SEE tVAT N5 t o ACGOhIODATE PLUMBIrIe. 08-12-�t �,►~ F01ZE5EE32i CJf 2" _ SITUATED AT NO MORE THAN T-O" S I �♦ n 1 " N " " " 1 " " >FftO0,A SUP T ORRDY- D61N6. � t t I I-0 I I-0 4-O 2 6 5-4 3-4 9-b 6-2 }} 4 .` -APPLIGATIOf W70D I�ATIVE REQUIRED AT EXTREfi•11TIE5 OF IsEAMs strPPoi3Tl `'ON MA5oNERY WALLS. 51-4" 6'-6" 6'-10" 12'-2" -A5 A PRECAUTION,A FIREPROOF LINER SHOULD BE INSTALLED TO FORM BETWEEN FIREBOX OF PREFABRICATED FIREPLACE AID ❑ COMBUr'TIBL.E FRAMIN6. DG. 121-0" lQ'-0" rJ� �" -MINIMUM FOUNDATION DEPTH BELOW FIN15HED GROUND LEVEL.15 4'-6'. CAD � DRAWN 6r THIS DEPTH MAY VARY ACCORDING TO YOUR LOCATION. -F_XTRE ITIES OF STEEL BEAMS SUPPORTED ON EXTERIOR WALL � MP. SHALL BE IN5ULATED ON A MINIMUM DISTANCE OF 24". °� TO VERIFY -THE WINDOW DIMENSIONS BESCRIBE IN THIS PLAN MAY VARY C,011 TER A55157M DRAWING DEPENDING ON THE CHOSEN MANUFACTL RER -BASEMENT WINDOWS BELOWS GRADE KILL BE PROTECTED BY CLIENT GALVAIIIZED STELL WINDOWS VELL.S,AND A GRAVEL-FILLED 4" DRAIN WILL EMPTY INTO PERIMETER DRAIN AND AIRE TO BE INSTALLED AGGORDIN6 TO THI5 PLAN. -CERTAIN DIMENSIONS MAY VARY ACGORDIN6 TO THE MATERIAL U5ED AND/OR THE CONTRACTORS BUILDIND METHODE5 IF PROJECT VARIATIONS EXIST BETWEEN THE BUILDIN6 SITE AND PLANS. ,/�}�,G /'y THE CONTRACTOR K)ST ADVISE DRUMh10ND DESIGNS INC. NEY Y GO 5TRUGTI ON A5 SOON A5 POSSIBLE. -WRIfm DIhEPa5 m ALWMY`5 TAKE PR amece OVER SCALE ?'A A5U1''5. DRAWING -BULDNB GOHTI0CWR WST. V�rr ALL�e PROCEWF". c->RoUND FLOOR 2)RESPBGT,IF APPUCAUM REWRR5eM OF DOC 4WrATM ATTAC W TO PLANS 0%51"WFICATIONS,VMILAVM PLAN,L°TG4 DATE SCALE AND WOW GLIBLY OF ANY�RESULTN6 FRAM C 44SE5 TO PLJML 04 / 04/ a8 MWOW DMOM NC.DOM W"A56Uf�UANUTY FOR ANY ERRORS OR OMI861ON5 ON THt'�E PL A4s. PLAN W. SHEET NO. 262q angJ g6044 6-II DOOR SCHEDULE IMPERIAL A = WX60" ®ooD Drummond B = 18" X 80" • 0 = 24" X 80" 400D Designs ,nc. E 2 = 3 X 2950 Boul. Lemire Drummondville 6 = 36" X 80"' 1= = 3 (Quebec) Canada M 7J6 X 80' H = 48' X 60" (819)477-6646 J = 60" X 60" K = 34" X 62" ATTENTION 1 1_8« FOR ANY TECHNICAL INCOMPREHENSION, PLEASE CONTACT THE PROJECT RESPONSIBLE, AT THE NUMBER ABOVE BEFORE THE BEGININ6 12'-0' 4'-0" OR THE COURSE OF THIS PROJECT. E-MAIL team®drvmmond-desIgns.GOm 3'-10 1/2" 3'-2 1/2" 3'2 1/2" 3'-10 Ii2" ti'-6" 4'-6" HEAD OFFICE . I-NCI-4-11-3315 6" 611 ,V X4 ' NOTE THESE PLANS HAVE BEEN DRAWN AGGORDING TO HIGH- QUALITY STANDARDS AND PRACTICES AND ARE AN ACLU- RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER, LOCAL REGULATIONS AND LOCAL BUILDING CODE REQUIRE- MENT5 VARY,AND AS SUCH,MAY REQUIRE CHANCES. THE BUILDING CONTRACTOR MUST REV15E AND IN51JRE WITH HIS CLIENT THAT THE PLANS RESPOND TO ALL CURRENT C�OUVERNEMENTAL REQUIREMENTS IN YOUR AREA. 'i L J - THE CLIENT HAS THE RE5PONSABILITY TO VERIFY HIS MUNICIPALITY REGULATIONS. DRUMMOND DE516N5 ING,WILL NOT ASSUME LIABILITY FOR m MISHAPS BEFORE,DURING,OR AFTER THE USE OF THESE I PREFAB.FIREPLACE Q PLANS FOR CONSTRUCTION. T rn 2'-10 THIS HOME PLAN HAS BEEN ORIGINALLY DRAWN BY ————— DRUMMOND DESION5 INC. AND 15 ITS EXCLUSIVE PROPERTY. — 1 = ANY REPRODUCTION IS STRICTLY FOREBIDDEN. r 4 —————— ( IN THE PURCHASE OF A HOME PLAN DOES NOT INCLUDE THE tQ 45' CLOSET I LICENCE FOR ADVERT151NO USE;THIS LICENCE CAN BE I BEDROOM # I 1 BOUGHT UPON REQUEST.THE PURCHASE OF A LICENCE IS tV i I I i'-O"X I3'-8° a2"X 22" 1 BUILT WITH TH15 HOME PLAN. REQUESTED A5 SOON AS MORE THEN ONE HOUSE 15 TO BE o I m 3RAYON I p I 4'-b' (GL05ET :_ ( PODIUM 1 I�o 1 7 1 BATH �- 2'-10" im 1 ! I 1 (II 1 10111 18 ? (b 1 5 I ELEGTRIG SMOKE R=24" 1 I 1 I I ( 1 DETECTOR 1 I LOCKIN Q m — I I I l I i I 1 tr I OUT x n m 1 a L-----------I -� RAYON r Q It-1 .1 ----- ------------ 1 �� I I I 3'�" �-— R-24" I I I DOYMIN i 1 « 1 « 7w7-40 ttl = 2-4 i 3-4 2-43-4 ✓-2 I 114115 161 - - _ - _ i --- �\ IMPORTANT I I I ifll THE FLOOR FRAMING AS BEEN DESIGN H / 1\� i O m ACCORDING TO THE STANDARD IN USE. ATM I I _ L _ 2C71�t"RE7 8" Ex 5 MAY OM # 2 h h - - - PROPOSE CERTAIN VAR ATIONS IN THE II'-O"X 13'-4" 11 STRUCTURE DEPENDING ON THE PRODUG THEY OFFER. fV i I BEDROOM # 1 MANUFACTURER SHOULD THEN 61VE TO I1'-O"X 10'-4" O VANITY TO TENDERER THE NECESSARY LOCKIN6 - INFORMATIONS IN ORDER FOR HIM TO 60"x 22" p INFORM ALL CONTRACTOR. I `0 (EX. FOUNDATION, 5TAIR5 ETC.) ' I I u I y t t ■( (. I 1-4 6,06 aFRho °�®/ 6ENERALE REVISION 9b 1 04/04A& MP. Ay I I I I 1 e tg 66.'� REVISION NO DATE 13Y SEAL Zy ,> d� Tor q,� ;�S , >'i @ d `' s_------------------------------- ---_-------._______________- ——————— t r c n�kkkqLUMw INTELS JOIST)TOBEFiRADEN01 S 2 "v�SEf1 EUy155 INDICATED. » O AQ ilwr 2"X 10'UNLE55 OTHERH15E NOTED. ~1 T.P. do USE OFF ISTS OR ROOF RAFTEI25 MAY REQUIRE do675 ~ " tl 2 jC2 ° tl tl AD aJ�iTEh1ENT5 TO PLAN]REFER TO MANUFACTURER5 IN5TRUCTION5. 56 56 56 56 FLOOR JOISTS ARE TO BE DOUBLED UNDER PARALLEL PARTITIONS DU OUDE ; AND SHALL BE PLACED 4 APART TO ACCOMODATE PLUMBING. �"�� O8-I2-q �, 6-4 6-4 3-8 Q-b $-IO -FORESEE 2'X 2'GRO55-BRIDGING SITUATED AT NO MORE THAN'1'-0" I'jj SS i i tl 1 N 1 tl 1 N 1 11 FROM A SUPPORT OR ROW OF BRID61N6. Ijltj�:::M -APPLICATION OF WOOD PRESERVATIVE REQUIRED AT EXTREMITIES OF BEAMS SUPPORTED ON MASONERY WALLS. 11'-10" T-2" I I'-IO" -AS A PRECAUTION,A FIREPROOF LINER 5HOULD BE INSTALLED TO FORM BETWEEN IBLE FIRREBOX OF FRA PREFABRICATED FIREPLACE ANDOMeL �. 4'-0" -MINIMUM FOUNDATION DEPTH BELOW FINISHED 6ROUND LEVEL 15 4'-6'. GAD � DRAWN 13Y TH15 DEPTH MAY VARY AG4:ORDIN6 TO YOUR LOCATION. -EXTREMITIES OF STEEL BEAMS SUPPORTED ON EXTERIOR WALL MR « SHALL BE IN ALATED ON A MINIMUM D15TANCE OF 24". °o TO VERIFY 35-8 -THE WINDOW DIMENSIONS 13E5GRIBE IN THIS PLAN MAY VARY DEPENDING ON THE CHOSEN MANUFACTURER COMPUTER A5515TED DRAWING FjB -BASEMENT WINDOWS BELOWS 6RAVE WILL BE PROTECTED BY CLIENT GALVANIC STE LL WINDOW5 WELL5,AND A 6RAVEL-FILLED 4" DRAIN WILL EMPTY INTO PERIMETER DRAIN AND AIRE TO BE INSTALLED AC -ORDIN6 TO TH15 PLAN. -CERTAIN DIMENSIONS MAY VARY AGCOROIN6 TO THE MATERIAL USED AND/OR THE CONTRAGTOR5 BUILDIND METHODES IF PROJECT VARIATIONS EXI5T BETWEEN THE BUILDING SITE AND PLANS. }��L..� G THE CONTRACTOR MUST ADV15E DRUMMOND DE516N5 ING. A5 50ON AS POSSIBLE. Y 1 GO}SII`IJTRUGTI ON -W nIM VM010 6 ALWAYS TAM FFMCMEWE OVW 5GALE F1FAiUR 1T5 DRAWING -BURXN"GONTRACWR MUST, I)VaRVY ALL 117111%006 I°JL9'Ol PR CCIVI[ 9 SEGOND FLOOR X RBULGT,IF/WPLIC.AaM R aM45f TS OF DOC*tWA110N ATrAG$)TO PLANS fth 5PBUPI4-,ATI0%VMMLATION PLAA=4 DATE SCALE Ali?INFORM GLIERr OF ANY C i TM FROM &IA N6E5 TO PLAN. 04 04/ a8 1/4"=i T"O" -ORlJ+010 DC516N5 ING.DOSS NOT Assume LIA9ILITY 1'OR ANY 1w0R5 OR 0MIs610N5 ON mew PLA ft PLAN NO. SHEET NO. 282q ang./ a8044 -II LOCUS MA O W t/7'i L'i T} , 4- Prat�,+,Q T-�. � 1 ��'t lr.� /' Z�'c7 FT F/z4/t_l T'.yE./?l2 tJ./a oSE6 . w� S - r- v L 1'E ._.;,4 S /30 7 Ta a Flo �G- -- G S o• 1 s FL E 1� = S'/. S-o w� c w 1 S /G . S" oe T �6� 4 ; LU 0vE HlC-h' 4,VA-E °4� V � Scale: i In,az000ft. . 3 L!a T L ENE tv O DEEP OBSERVATION HOLE #1©T� r fl •� 1 Test Date:April 17,2001;Witness:Glenn Harrington,Barnstable Health Dept. t� h, t_. E C�'E N L7 'L"' T ¢ T r'E F L 1 A 7"E',O O PERFOR11iED BY R.Perry,P.E. ._ _......... , CONi?:Du _ UNE [ti tfiot:tasccs t2e5WzVr_ APE.A a I elevation depth in.p ( ) horizon •texture color mottling .other -xx E o Rr xt�TtNq'CNTbU xxx myj e7t NoSi'CIT r_L6V.A710NS -W-- WATerZ LINM ( oAoyE PrqD ) ITEST N lAC05,710N ` PtZOFbSI:D GAt.SEPTICt Iaa1tl6ca LIN1= 56.0-55.5 0 .6 A loam.land t0YR4/3 t` ❑ r�S19D DISTI21BUT1ON BO X ' LcX S] FIZOFCSEC> SPt7r ELEVA7)0 N ls' / f-- 6' ? Pc2o Pbs�P SAS _ U N[o524 ROU N n L r rm I 55.5-53.5 6.30 B loam,sand 10YR 5/6 �P - PAePOS£O GAS .SLFeV. C m.-cse' 10YR 6/4 ' OF �. " {" Q EL CENERAt NOTES" QG 1. 'ELEVATIONS REFER TO APPROX.NGVD: ELEVATION _ BENCHMARK IS THE TOP OF THE CONCRETE PROPERTY CORNER +' IJ � ;r �� S4 ��C�Al �� strut mate iai:Glacial o twash ' MARKER AT THE EAST PROPERTY LINE ANGLE POTh'T I 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE Depth to Groundwater:not encountered Estimated High groundwater:N/A lJ f Perc.test data- soil test t STATE SANITARY CODE,TITLE 5 AND TOWN OF BARNSTABLE� v //f Percolation rate 5MPI o T /o G . s HEALTH DEFT.REGULATIONS. ,.• - • �� 3. ANY CHANGES TO THIS PLAN MUST BE APPROVtD BVTHE �'• C L r �ti , DEEP OBSERVATION HOLE:P 2 HEALTH DEFT. Test Data April 2001,Witness.Glenn Harrington,Barnstable Health Dept. 4. NO PERtiLANENT STRUCTURES ARE PERMITTED OVER THE 100% R PERFORMED BY Perry,P.E. ; Dl ! ti 6 � - RESER''VE C'J elevation ; depth(in.) horizon ,texture Color mottling other S. INSTALLATION CONTRACTOR.SHALL VERWY SOIL PIPE, CONDITION PRIOR 710 MAKING CONNECTION., \ G' 6. UTILIZE DIGSAFE AND ANY OTHER NECESSARY UTILITY - $7.0-56.1 0 .11. rill tARKO SERVICE TO UNDERGROUND t, LOCATE AND PROTECT ALL, 1�. UT ERti'I?TII UTILITIES. ` S 56.1-55.6 11-17 A loam.sand 10YR 4/3 / 7. THE SOH.TESTS INDICATE THAT THE SAS MLET INVERT MUST / 55.6-53.9 Y7-39; B loam.'sand IQYA 5/6 BE BELOW THE I3 SOIL HORIZON"AT A DEPTH OF APPROX.39 INCITES. THIS MUST BE VERIFIED AT TIME OF EXCAVATION. 53.9-45.5 39-138 C m.-ese I0YR 614 S. INSTALLER SHALL CONTACT ENGINEER AT 603-8%4it61 AT n\TF OF EXCAVATION TO VERIFY SOIL CONDITIONS ENCOUNTERED AND ALSO AT COMPLETION POR SYSTEM CERTIFICATION. 9.'CONTACT ENGINFER Ti:ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL GONDmo,4S CNI C>UUN x EKLO its sz �i; 2 CONSTRUCTION. 'Parent material:Glacial outwash 10.FAST SYSTEM TECHNOLOGY.FOR NITROGEN REMOVAL IS Depth to Groundwater:not encountered 'Estimated High groundwater:N/A PROPOSED WITH THIS SYSTEM.SEE DESIGN DATA.FOR ' S A Pere.test data: Presoaked:24 gallons passed through test hole in 8 min.10 sec.4t 70 inch TECHNICAL INFORMATION AND GUIDANCE CONTACT J&R depth ENGINEERED FRtyDUC1 S AT'S08-7T 1-55 J0 LOT' Percolation rate=Sh1PI 11.NO KNOWN WELLS EXIST WITHIN 200 FT.OF THE PROPOSED SEPTIC SYSTEM. 12.PLAN REFERENCE: PLAN BOOK'105,PAGE 107 t sPECIALNOTE DESIGN DATA , • TOTAL LOT AREA(LOT 3&4) 16,930 S.F.,LOT LINE BETWEEN LOT 3 �p THE PROPOSED SEPTIC SYSTEM INCORPORATES ENHANCED AND LOT 4 TO BE DISREGARDED AND/OR ELIMINATED.SITE IS IN A NITROGEN REMOVAL TO ACHIEVE AN EQUIVALENT FLOW PUBLIC WATER SUPPLY ZONE H, SYSTEM DESIGN INCLUDES ALLOWANCE OF 550 GPD PER ACRE. THIS TRANSLATES TO ENHANCED NITROGEN REMOVAL 6.01375 GAL.PER SQ.FT.PER DAY; THE SUBJECT SITE CONTAINS 1693o SQ.FT.; ALLOWABLE FLOW IS THEREFORE EQUAL TO; IIVDRAUI..IC LOADING -2 BEDROOMS 1 16,930 S.F.X 0.01375GAL/S.FJDAY-232.E GPD. 11 O GPD/BEDROOM X 2 BEDROOMS -220.0 GPD THIS ALLOWS FOR A TWO BEDROOM FLOW OF 220 GPD. SEPTIC TANK SIZE-226.OGPD X�200%-440GAL. THE SEPTIC TANK SHALL BE FTTTED WITH A FAST SYSTEM PROVIDE 1300 GAL'TANtC(H-i01 APPARATUS FOR ENHANCED NITROGEN REMOVAL PERCOLATION RATE LESS THAN 5 MPI Sq (RECIRCULATING FILTER) THE FAST SYSTEM EQUIPMENT BOTTOM AND SIDEWALL LOAD RATE-►0.74 GPD/S.F., SHALL BE DESIGNED,INSTALLED,INSPECTED AND MAINTAINED SIDE'AREA {2x2')(25.0'+12.8�r151.2 S.F. BOTTM AREA:25'X 12.8'-320.0 S.F. IN ACCORDANCE WITH'THRO CH 131OCMR 15.21?,AND 15.281 CAPACITY: 71.2 S.F.X 0.74GA:L1S.F. 348.7 GPD - THE SYSTEM SHALL BE PROVIDED AND INSTALLED BY AND (ACTUAL USE IS LIMITED TO 22ocpn} L U T 7 UNDER THE DIRECTION OF J AND R ENGINEERED PRODUCTS,44 GARBAGE GRINDER IS OT PERA117TED`FOR THIS DESIGN `COMMERCIAL STREET,RAYNHAM,MA 02767;TEL#508-771-5570: INSTALLER SHALL CONTACT THE,ENGINEER AND THE HEALTH nrrT.r-OP AN•V CUANCIrS TO TIIFSr.TVCTRTiCT ONO,•- ' S',Fla T/c 7'Aiv lt- 7-0 e vw 7W 11V <, S E n r ► e s Y s T e- M 1z rz o F 1 >_ L_ PLAN SHOWING PROPOSED Fig?S T S k s 74' 7- f n.a -t'.w sc•*.t_e>r tAANNDI-� Cove;2-MIN.DIA, 481-,5fMANHOLe WITH �NC2�E24" SUBSURFAMSEWAGE DISPOSAL SYSTEM ntmu&NT. u��a wITHiK G" or 2" LAYERV ��RhM1r T3RhlK'NT FOR A PROPOSED SINGLE FAMILY RESIDENCE 1Pti1l's5i iED Cib _ WA51-i�D 51i7NEHIN ��' FINIsHGD GRAbEAT 5so96 OLD `ARM ROAD;CENTERVILLE, MA tNV r 4. t7ASSESSORS' MAP 251; PARCELS 003 & 004._ 3.50 MAY IZ'MIN. CLEAN° •� BACi1.''✓I t,rL � � PREPARED FOR I z, r17_ ED'W ARD `�V. MARSHALS, JR. 1'I" - --� � M C3 Q Q 0 C3 ED ED ro CI C7 C7❑ 190 CONNORS ROAD v.• 54.2 S T- •Get: Inri/= 3. d C] C Q C1 Q C1 CI C7 M C�Q C.? Cl r_1" » p * a' ° CENTERVILLE,MAm Q vM Cl C10 C7 C7 C3CJ ED CO Q L�CI 0 MM CI CT 2, 508'778-8871 --.•� ' 1.t4vlc �'A� 1^ •. .. . c `� Q 5 cr �/4N �, 1 t.I;veL yt�wp,ii UTION fox e , IY%o %TONS Ai c n u 1 E � � x MAY 1,2001 SCALE- 1"�20 iad � , WtLOW TANK t 'F . _. .., ,. :. . . , ._ != ti tom. J✓M n� ' xNv�RT t�Leva�,dNs a.�• o`rTnM a kT40`rt"kor s PREPARED BY. O ALL OUTLETS .� wa H v STtO / - /, xS'�' �� CAPE COD ENGINEWNG, INC 8E "n49 SAME OR fLEV SD i , r 1 _ roc¢=ra s. c ;, ROBERT M.PERRY PE 1,to r t: : • 4 c o U Sr. RcITATI N 9 W I E R Z S a,cs PER AY a ALL �t rc za nt 50 LELAND ROAD CUTLfi'T� TYPICAL LeAC1--4 5 STcM .CRc75S-S�c.TIoN 4'�pV.C.TIGHT �EI?^r-tc -rAt lc `�' Y _ �11 e :. BREWSTER,MA 02631 JCaI►tT. t •L,SO O 6i4LLONs OUTLET Pt PEs SHALL t3� No SGA1..G- ��" �` TEL-508-896-4861 PROkCAST Rt=l►yFG�RC b 4'aHiCitETk IEVCL Fta;2 AT I-P-AsT C TWo Ft;t=T 7,w w., .1.4 _ .., ,;' '�� .�+ ✓<uc:�,• ;, �, n ` _ _. ._ _r_— _._ .-�___-_.__..__ _.—._.. _ _._- .+Zr-�... �y,. `___•^-�_� _ — ___ _ --� �— --ram _.__ ..�_ .�__ —--.wr..._�.'".,_...__..r._ ..��.,.v��._—..• _�.�.� .� _ T -.� NN K t J I.J � �i V I E Y t 4 x C 0 N ' Utl AN I I O1;3 ( SUITE 1 ) { I N D Ls` `I'R Y ROAD �. �•- TH FAX- 420-- 4 ^� tJ`0�111 t.s ON -.�...�..�..._..._. -,,.:�.,pP.yMM,..rY—r�.�+••.�•*,w++-+►�-�-�R••=5+� _- _._..._ .._ �.f- -.., ..$.�.w, s �w--scs-t `` /U'.- 71-41 R 1�. ZIP/'1 GRA VEL + A. / �I , �. EL'WAK!, w �- , :'1.1;'1^,''� i if.•z,;:� '�. .'1, -�` \\\;�- � �- ��' iowN ;c.EtFBY �;EF:!'iF"t 1 . 'I,tiY'Hnk .ilUR?L;AC�• C()AlJ'>�I.YY, i.i��t:' f _ Ti{,+1 TH' RUIT.DitiC f' } SHu1�?v JN Th'S P[ ','� IS [.(�('ATF.D U'r TN} CRUt N[) HOIIiIN AND THAT 1' )SITi( N SLOE. ��. _ COMT)RM .__.__ .- �_ u c T ( t ^ � I_'�: TO THE /()NIN(' LAB S1 1 �?ACK PEQU'REMf�NTS OI T F 5:�::9PA" 6 OWN 0 F' 8�.,5 �j - -- - h�.. HAT _ fT DOFF I,IF *-i , WN T}i} t}'�;('1 aI_ I''100 ii si•;1 ' �! kRF.A A� SHOWN (» ..H P L D MAP t)A _�'D r] Cornmimit �• Pa.�&! fi �'S0001 0005 C cZ ' THIS l PLAN I *p�' ( 4' �'.., )A l! i. :'� VAJ. FROM AN ,. S,Rv;ME:h, SUK'.-;�l F [ NOT f0 BE: USED POk FENCES. BlUII:DING T-KR►MYF �''TC JOI �, _