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HomeMy WebLinkAbout0027 GARDINER LANE - Health 27 Gardiner Lane/ AKA 30 Gardiner Lane Osterville A= 141 - 104 - 005 See Folder 110 East Bay Lane Starting 2019 TOWN OF BARNSTABLE LOCATION ./ SEWAGE# �1 Z VILLAGE 45S�/&4114 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. E 001/ '. 4,4,17, SEPTIC TANK CAPACITY 4gQ' ., 64 et C c/ r LEACHING FACILITY (type) r1le, A. , (size) ;�7 s NO.OF BEDROOMS A) — U,) f W 37 rp OWNER Ae � re • .`sC/1 rloccJ PERMIT DATE: It— —J$ COMPLIANCE DATE: 3v 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 ��G✓ � it`d -to` 13 t., bj�AJ re44 V 15-0 WO f No. �O �' �3 �-7 j Arj_'s'�J'jt 169�1�. �. Y��® ��Fee r�"� erTrn THE COMMONWEALTH OF MASSAC USETTS nteted in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS �Appf%t do n for Misposar *pstrm Construction Permit Apphc ion for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ElIndividual Components Location Address or Lot No. `I l vt :�art- LA,:ii;„� wner's Name,Address,and Tel.No. of rL, _40 d_ C7 `.. Assessor's Map/Parcel I v c-1 0 a� ul W►1%..`�i�{h,j — '��t,t c��w S' - Installer's Name,Addr , Designer's Name,Address,and Tel.No. CO3VS b L. Type of Building: jL H uuv _eJ0 TM (,w� 7 Dwelling No.of Bedrooms l / Lot Size I Z t sq.ft. Garbage Grinder( ) cGL- Other Type of Building RZS;�etJ i��tt-j Bo�S� o.of Persons —], `Z Shower's(%E) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date (0 ? d .� /� ) 7 - Title 'PLAw) $NVQ j0(i- �i ►�'eS u:,. kpv�� SLIa.%�4(rtr Size of Septic Tank AL.,, /U® Type of S.A.S. G y Description of Soil h 1.36 — , 'm i OVA - L.00 L � U Nature of Repairs or Alterations(Answer when applicable) til i\ Date last inspected: Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta o e d FnottlacXthe stem in operation until a Certificate of Compliance has been issued by this Board of H t Signe Date ' Application Approved by VL, Date ,. Application Disapproved by Date for the following reasons Permit No. �d d 0-2 3 Date Issued � '� d li' P t No: G Jr. f T �� ��+,Fee Udf t t.fN .�' "i me ed in computer: t� THE �,OMMONWEALTH•OF MASSACHUSETTS ' µ PUBLIC HEALTH DIVIS'tOJVTOWN OF BARNSTABLE, MASSACHUSETTS Yes .. 1' p t P1 tto] for Bisoosal 6pstrm Construction 3permit Application for a Permit to Construct O(f Repair( ) Upgrade( ) _Abandon( ) .;Complete System ElIndividual Components �.�, Location Address or Lot No. A&4,0f r_ t_A0&. Sx z ,,Owner's Name,Address,and Tel.No. .`As_s`essor's Map/ParcelI ( oW v o Is „ p�►�C�A .7 to VA 11. Installer's Name;Address;and Tel:No--_,_/ /�`y`"` Designer's Name,Address,and Tel.No. �oit5tw e. w :o t3¢rtiT �. O V Yl._ r fi a140 C*" N4,+V 4't , 0(3t. S'o$-,155-G511 Type of Building: p , N Gnnr^r� �Jk`t� ]'v � ,t P v� y .4 fl E Y! f r Dwelling No.of Bedrooms R Lot Size sq.ft. Garbage Grinder( ) -,I Other Type of Building RO S ti O�tJt4 L� o.of Persons �, '� Showers(X) Cafeteria( ) Other Fixtures Desig' Flow(min.required) 3 2.. 4 gpd Design flow provided =$,7 a(9 gpd I ` / Plane Date I 11 1-] Number,of sheets' :• Revision Date lob �t/ l a!-)7 . /o/ l�i 7 ' Title I LAO SHOW10c'- PVVLt HOVSX, St_'Jabs D-L-0341 , SS.5 �W+-�,� �3• `'��-�• Size of Septic Tank (4plL„ U Type of S.A.S. C 9"r�►J�. r:• Description of Soil `j - awk - L-po-Te "If l v-, 1 1 Nature of Repairs or Alterations(Answer when applicable) l.J!A l pttf C,"'gu' zu, 411 k S Date last inspected: r Agreement: sw f The undersigned,agrees to ensure the construction and rna4tenance of the afore described on-site sewage disposal system in- accordance with the provisions of Titles of the innvrronmentah 9 ode add not to lace the system in operation until a Certificate of , Compliance has been"issued by this BoazJd of Health_ ,f gn Date Application Approved by ,,, p / A Date :? - "� Application DisappCCo day Date ! e- ,for the following reasons Permit No. Q 6 (�P 3 <'`� Date Issued a 2 /,� ! F �7 l by THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE,MASSACHUSETTS certificate of Compliance { # THIS IS TO CERTIFY,-that the On Sewage Disposal system Constructed L Repaired( ) Upgraded ,.• Abandoned( )by (i , aat L _ C�< �,�ii r��nol /i•.o r)I� has been constructed in accordance s with the pro of Title 5 and the for Disposal System Construction Permit No. / V-0)?dated Installer Designer r #`bedrooms- 37.2 6 n 0 Approved design flow ?, ?2, % gpd � The issuance of this pe it shall not be construed as a guarantee that the system will fif ctron)r>designed. Date 41-��{ Inspector , f _ { V W../ No. 21 tf 'o _ . Fee - s PUBLIC HEALTH DIVISION-'BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction'iertnit Permission is hereby granted to Construct(6,-1)� Repair( ) Upgrade( ) Abandon System located at y l �, ?Fr �'i .no ar �N; and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 4 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 D 1-/jF Approved by . r a OAKS O N YOUR DRIP DISPERSAL EXPERT IN NEW ENGLAND June 14, 2019 Barnstable Board of Health Re: Perc-Rite Drip Dispersal Installation - 27-Gaidiner Lane,-Oster-ville tPermit#2018-023m Issued 02/02/18 Inspected/Completed: 4/30/19 To Whom It May Concern; i This letter is to inform you that a Perc-Rite Drip Dispersal System has been installed according to the approved design plan and MassDEP approval at the above referenced address. A Perc-Rite technician was on-site during the installation and performed a clean water system start-up on May 21, 2019. The system was designed by Coastal Engineering, installed by Robert B. Our Company and an O &M contract is with Coastal Engineering. Please feel free to contact me with any questions. Sincerely, AACK Rob Sarmanian General Manager ' 6 Sargent Street, Gloucester, MA 01930 (877) OAKSON-1 or(978) 282-1322 www.oakson.com Town of Barnstable Inspectional Services Public Health Division anitnarne,,E, "6 �� Thomas McKean,Director EDMI�A 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax:�508-790-6304 Installer& Designer Certification Form Date: 6/11/19 Sewage Permit# 2018-023 Assessor's MaplParcel 141\104005&123002 Designer: Sean M.Riley,Coastal Engineering Co.,Inc. Installer: Robert B.Our Co.,Inc. Address: * 260 Cranberry Highway Address: 24 Great Western Road,P.O.Box 1539 Orleans,MA 02653 Harwich,MA 02645 On 2/2/18 Robert B.Our Co.,Inc. was issued a permit to install a (dat er septic system at Lot 2 Gardiner Lane(Formerly 30&34 Gardiner Lane)based on a design drawn by (address) Coastal Engineering Co..Inc. dated 10/17/17 (designer) x 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. x I ify that the system referenced above was constructed in compliance with the to rms of th a letters(if applicable) o=��SN OF Mq SEAN M. o RILEY (Install s 1 ature) CIVIL N 'No. 46715 Q �� n STE��G��� S (Designer's Signature) (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. AtoaWeptAHEALTHISEWER connecASEPTIODesigner Certification Form Rev 814-13.DOC Op THE r The Town of Barnstable g o Department of Public Works r4BARNSTABILE 382 Falmouth Road,Hyannis,MA 02601 HARNSCABLE, s y MASS. $ www.town.barnstable.ma.us 679]019 1639• 375 AlfO MPS A 4 Daniel W. Santos, P.E. Office: 508.790,6400 Director Fax: 508.790.6343 f 6 a February 2, 2018 Thomas McKean,Director Town of Barnstable y Health Division 200 Main Street Hyannis, MA 02601 RE; Pere-Rite Drip Dispersal Sewage Disposal System Design Second Review 11 &25 and 30 & 34 Gardiner Lane, Osterville Dear Mr. McKean: At your request, the Department of Public Works has reviewed the revised design plans and response letter submitted .by Coastal Engineering on January 26, 2018, for the proposed Perc-Rite Drip Dispersal sewage disposal systems at 11 & 25 and 30 & 34 Gardiner Lane in Osterville. All comments in our December 28, 2017 letter appear to have been addressed satisfactorily and the systems appear to have been designed substantially in compliance with accepted engineering practices, the State's Sanitary Code (Title V), DEP's Certification for General Use for the Perc-Rite Drip Dispersal system, and the Massachusetts Pere-Rite Drip Dispersal Design Manual. 1 Sincerely, Paul Graves, P.E. Town Engineer i Town of Barnstable Barnstable Board of Health N"Mv'68chy BA"A �g 200 Main�Street, Hyannis MA 02601 V bS9• `0 2007 Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald Guadagnoli,M.D. December 4, 2017 Ms. Sarah A. Turano-Flores Nutter, McClennen and Fish LLP 1471 lyannough Road P.O. Box 1630 Hyannis, MA 02601 RE: 11 and 25 Gardiner Lane, Osterville; 30 and 34 Gardiner Lane, Osterville,• Ten Parcels Reconfigured"into Seven` (7) Parcels.Totaling -21 33 Acres 3,901 Gallons Per Day Assessor's Map/Parcels 141-105, 141-104-004, 141-1237001, 140-163, 141-104-002;•141-104=002, 141=104 003, 141-104-005, 141-1s04-001, 141-105-001 (Merging 141-104-002 with 141-104-003;merging parcel 141- 'h 123-002 with 141-104-005) Dear Ms. Turano=Flores, During the public meeting of the Board of Health held on November 28, 2017, the Board voted to order the owner, Assembly Required LLC, to provide and utilize on-site innovative/alternative systems at 11 and 25 Gardiner Lane and at 30 and 34 Gardiner Lane Osterville, in conformance with Section 360-38 of the Town of Barnstable Code. During the hearing, the designing engineer agreed to design and install pressure distributed,subsurface wastewater drip dispersal systems at these properties. The pressure distributed , drip subsurface wastewater drip dispersal systems shall be designed and installed with the following conditions: (1) The designer and installer shall strictly adhere to Section II and Section III, on pages 2 through 9 of the approval letter for the PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled `Certification for General Use' dated November 23, 2016. (2) The system owner and service contractor,shall strictly,adhere to Section IV on pages 9 through 12 of the approval letter for the .PERC-RITE Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled `Certification for General Use' dated'November 23, 2016. Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx F� (3) The company shall strictly adhere to Section V on pages 12 through 15 of the approval letter for the PERC-RITE. Drip Dispersal System issued by the Department of Environmental Protection (DEP) entitled 'Certification for General Use' dated November 23, 2016. (4) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by the Town Engineer prior to the issuance of the disposal works construction permits.. (5) The engineered design plans for the proposed innovative/alternative system(s) shall be reviewed by a Health Inspector prior to the issuance of the disposal works construction permits. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the approved engineered plans. (7) In future years, as each existing septic system fails at the remaining lots identified (assessor's map and parcel numbers referenced above), the remaining eight dwellings/buildings shall be connected into pressure distributed innovative/alternative systems. Sincerely yours, Paul J. Canniff, D:M.D. Chairman Cc: Sean Riley, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans,MA 02653 . Q:\WPFILES\RileyGardinerLane0stervillelAApproval.docx Bk 31092 PS192 02-20--2018 al 02..:36P Notice of Alternative Sewage Disposal System M.G:L. c.21A, § 13 and 310 CM.R 15.0287(10) LThis Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative ewage Disposal System ("Alternative System ).] NAME(S) OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: Assembly Required LLC, a Delaware limited liability company,with a mailing address of c/o Nancy B. Samiljan, 400 Atlantic Avenue,Boston,MA 02110, and c/o Duly Authorized Agent Jacqui McCoy, of Paul McCoy Family Office Services 31 St, James Avenue; Suite 740,Boston MA 02116. ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: Lot 2 Gardiner Lane (formerly 30 & 34 Gardiner Lane and 106 East Bay Road), Osterville, Massachusetts - TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM [check and s complete each that applies]: Deed recorded with the BARNSTABLE REGISTRY of Deeds in Book 30724,Page 88 Certificate of Title No, issued by the Land Registration Office of the Registry,District _Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s);complete the following:] Alternative System Owner Name: Assembly Required LLC Alternative System Owner Address: c/o NancyB.Samilian, 400 Atlantic Avenue,Boston,MA 021.10, and c/o Duly Authorized Agent Jacqui McCoy, of Paul McCoy Family Office Services.3a St. James Avenue; Suite 740,Boston MA 021.16. WHEREAS, Section 15.280 of Title 5 of the State Environmental Code ("Approval of Alternative Systems"), provides for the Massachusetts Department of Environmental Protection(the` "Department")to approve or certify, as appropriate, all proposals to construct,upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alternative systems are subject to general conditions, as specified in Section 15.287 of Title 5 of the State Environmental Code;3'10 CMR 15.287, and may be subject to special conditions, as specified in the:Department's approvals or certifications; such general and special conditions potentially including, without limitation,requirements relating to the use of trained operators, periodic inspections,maintenance, sampling,reporting and/or recordkeeping; WHEREAS, Section 15.287(10)of Title 5 of the State Environmental Code, 310 CMR 15.287(10), requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site-system and the Department's approval of`the system. The system owner shall also provide evidence of such recording to the local Approving Authority [;]" and WHEREAS,.the Property is served by an alternative sewage disposal system. NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given_ for the above-referenced Property, as follows: Page 1 of 2 1 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system, on or adjacent to the Property, and serves the Property. The trade name and model number(s)of the alternative system are as follows: Trade name of technology: Pere-Rite Drip Dispersal System Manufacturer Name: American Manufacturing Company Model number(s): ASD 15 2. Approval/Certification. On 1.1/23116,the Department,pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above-referenced alternative system,under MassDEP Transmittal Number X250379. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 _Approved for piloting under 310 CMR 15,285 _Provisionally approved under 310 CMR 15.286 fir Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is,available from the Department in person or on- line at the Department's website: http://www.mass.laov/dep 5 WITNESS the execution hereof under seal this /J' day of , 20 ,made by the above-named Alternative System Owner(s). Ass c/o 'Jacqui McCoy 0t1lr° ,Authorized r gcnt Pilul v'IcCol C intily Office scrl is s 3t Si. ,lance: Avenue: Suite `140 t COMMONWEALTH OF MASSACHUSETTS .;(, WsS On this Lam, day of z , 20/ ;before me,the undersigned notary public,personally appeared Jacgai.McCoy,proved tome through satisfactory evidence of identification, which were. x,f�'D , iv" o to be the person whose name is signed on the preceding or attached docu nehl , and acknowledged to me that she signed it voluntarily for its stated purpose. ale1"�tT�OC�iA��l�llll " _ " - Fdeter eubl�e r. (official signature.and seal of notary) COAMONVV&04 Of MASSXCffUSET S \ Y) 3761499.1 �Y CommEsston Expiros Soptembar.30, 2022 Page 2 of BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register TOWN OF B STABLE E-G Q� SEWAGE # !�' j LOCATION �® C 1 � VILLAGE i �I��!� ASSESSOR'S MAP & LOT =23 INSTALLER'S NAME&PHONE //NOO�. -77I . SEPTIC TANK CAPACITY ��-CJ �o�l.. ��s W I "i�l LEACHING FACILITY: (type) ' LE— I! (size) _1 COY`'(0�x 29 NO.OF BEDROOMS 1 BUILDER OR OWNER C—LPA 'k V ►v PERMITDATE: 08_t SC L 1 COMPLIANCE DATE: O— r 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) 4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 a of leaching faci' Feet Furnished by �l Lan S LAI IS 2- 6s e '„ � �- 3 • a: No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �IAVplication ion for Misposal *pstrm Construction i3Prmit Zrfo a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(/ ❑Complete System ❑Individual Components Location Address or Lot No. t Owner's Name,Address,and Tel.No. Assessor's Map/Parcel1.a., 0- Installer .s Name,Address,and Tel.No. Designer's Name,Addr ss,and TOP No. (� l�S)6eCA P. DUs O Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) s ` p Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date� "—— � � Application Disapproved by Date for the following reasons Permit No. ao Date Issued '��®r �2o(% No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftptication for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(� ❑Complete System ❑Individual Components".fix ; Location Address or Lot No. r'� Owner's Name Address and Tel.No. v Gucd�rQ L°1'�.. t�►A �J��`Q� �-�L 4--- ; Assessor's Map/Parcel Installer's Name,Address,and Tel.No. �, Designer's Name,Address,and Te.No. Type ofBdilding: Dwelling No.of Bedrooms ^ " Lot Size sq.ft. Garbage Grinder( ) Other Type of Building M -e +�w��•i No.of Persons S Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided A gpd Plan Date Number of sheets Revision Date Title r Size of Septic Tank Type of S.A.S. *, Description of Soil +� Nature of Repairs or Alterations(Answer when applicable) T;/_j..t t(JJ,k,^ r�ILI D l� of P�rr3 1�2t ! Date last inspected: Agreement: s 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 ealth. Signed �/ Date Application Approved'by [- Date�T Application Disapproved by Date for the following reasons Permit No. a wo — 2 1�'~ Date Issued r 6 f t • ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned ( by fo�. A at 30 -�p r�t��p( �;. bS r'j. has been constructed in--accordance a _ - with the provisions of Title 5 and the for Disposal System Construction Permit No. �p0�-1 r dated Installer Designer #bedrooms /"' Approved designou__ /yam_- � _gpd The sgan�c�e.,of(t�his?e it shall not be construed as a guarantee that the system will function69d�eT�ig,�gned-, Date Inspector - ---------------------------------------------------------------- - ----------------------------------------------------- No. 2_C>1 b /�' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(v­) System located at 3v 6&rc kNo r LA. 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 mus Use completed within three years of the date of this permit. Date r� Approved by 4 �f o. Fee r�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0[ppfication for Mgogar *pgtem Con6truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System El Individual Components L'�f Location Address or Lot No. &YO Ow er's Name,Address and Tel.No. Z Assessor's Map/Parcef Installe III ame,Address,and Tel.No �L] D signer's Name,Address and Tel. . Type o ding: / elling No.of Bedrooms _ Lot Size "5W sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 10 gallons per day. Calculated daily flow `7 gallons. Plan Date oZ Number of sheets Revision Date Title Size of Septic Tank TA Type of S.A.S. ° Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t i az o` ea h Signed Date U Application Approved by Date Application Disapproved forte following reasons Permit No. ' —1 Date Issued ' > - � Fee s_ s .. j Y THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: Yes PUBLIC HEAL DIVISION -TOWN OF BdRNSTABLEs MASSACHUSETTS 0(ppYication for 3Di!6po!5ar *p5tem Construction 3permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ElIndividual Components Location Address or Lot No. /! r 7��(' {(Ze, l� Ow er's Name,Address and Tel.No. 05�erUIVe °maCurl< n� E�alli Assessor's Map/Parcel .. Installe 'Name,Address,and Tel.N , Designer's Name,Address and Tel. o. ovf5 `1 �?�t .r -n� � 3 Type o�B ilding: J t d YDwelling No.of Bedrooms _ Lot Size� , Q sq. ft. Garbage Grinder( ) Other Type of Building }No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow l Q _gallons per day. Calculated daily flow gallons. p Plan Date a Number of sheets ' Revision Date Title. ';,Size of Septic Tank TtoQ G,Gc._t Type of S.A.S. 1) �GI i 1 Description of Soil fl-WI-L DY) ns-t rA t J Nature otRepairs or Alterations(Answer when applicable) njf4 Date last inspected: n Agreement: t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi_ -.oard o ea C Signed _ 1' o Date d Application Approved by 1� l -� _ Date, Application Disapproved forte following reasons 1 n Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,!bat the On-site Se a e D's osal System Constructed Repaired ( )Upgraded( ) Abandoned( )by �.( ay 6Nh at 1 r 6: has been cons ted i actordance with the provisions of Title 5 and the for Dis osal System Construction Permit No. - a 3 dated 11 x Installer I- 1 1 . , =0—A W_� Designer C+ c tbr� The issuance of this permit shall not be construed as a guarantee that the sy em will function as designed. Date r3'1I ^ 7/ Inspector -IM Lj --------------------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS — fg0o a1 *p.Ztem.(fone;tru_ction 3Permit Permission is hereby g ant to Construct) epair( )Upgrade( )Abandon( ) System located at Mvt,t '' ( (l (t , Lr�-' (k) �-�- 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 p ovisionsw special conditions. Provided: Construction ust be com�plletted within three years of the date of this Pe t: r'Date: l"/f "t Approved �:'! l � PP b Y /j f 1 No. Fee p BOARD OF HEALTH + 2 TOWN OF BARNSTABLE cri Z(ppricatiou _for Yell Couotructiou Permit Ap,lication is hereby made for a permit to Construct(V< Alter( ), or Repair( an individual well at: 04 Location-Address Assessors Map nd Parcel Lk UX, 010 Address (�/NV-Cos LA)eL-L---,PQ L.LwG 'pc--), '—box-- f) Sp, QQLO� VS Installer-Driller Address Type of Building / Dwelling Other-Type of Building Y DOL-. VCL,c3� No. of Persons Type of Well Y co Qj—k Capacity l Purpose of Well (t1�l2�to Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well tection Regulation-The undersigned further agrees not to place the well in operation until a Certificat ompfiaXV has been issued by the Board of Health. Signed - Date Application Approved By � ` Date Application Disapproved for the following reasons: �y / Date Permit No. a �" Issued o //� ` ) Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by RX, LA Installer at ar? �r�`� . ' has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Wellrotation. Regulation as described in the application for Well Construction Permit No:Vwqdt&—da-� Dated Iq 9' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector rr r Y / Fee BOARD OF HEALTH z ✓ W� /Q TOWN OF BARNSTABL,,E j 2pplicatiou -'or lvefl<ougtructio)'Vermtt Ap lication is hereby made for a permit to Construct(VII, Alter( ), or Repair O an individual well at: r Location-Address —� Assessors Mapland Parcel 0' r -r Address •�1•-7� i:J� ( t��...1�...� �l.��y 'D C'7. ��A� � cJ�, f��l.C��?� Installer-Driller ,7r Address Type of Building Dwelling,` Other-Type of Building (0O L-'� Scl No. of Persons Type of Well Q U ?V c c .Qk i Capacity IS c4erp�) Purpose of Well ((24:g�(GLaf (a Agreement: , The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well J -otection Regulation-The undersigned further agrees not to place the well in operation until a Certificate • ompliance has been issued by the Board of Health. Signed Date Application'14Approved By l ea Date Application Disapproved for the following reasons: Date Permit No. G 'G C� '- Issued �//44 Date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate of (Compliance THIS IS TO CERTIFY,that the individual well Constructed), Altered( ), or Repaired( ) by ,) 1,'_0 �^ ' Installer at C,Y� 4r,&,�— Uddy . C)0, has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.k�C1Fz--caS Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE ` \\.. Verr (Cougtructiou Permit No. W 1 —Gc� - al� Fee Permission is hereby granted to Installer to Construct}`); Alter( ), or Repair( an individual well at: /Vf V, No. I c9? -r c���� _r U) • OV • qI)�-/ Street as shown on the application for a Well Construction Permit No.`,,J._—)C.I ICZ 0 a'_q- Dated Date ' �) Approved By �I GENERAL CONIRALlOR: � ..mr.w •v .,tea.. - '`\ \ COASTAL LANDSCAPE ARCHITEC! cur eer J/ _ ,j OWL ENGINEER. • �r/ - KEY MAP ..;.,o-em�....m+ .F /• art. - e.= \. - REFERENCES: JS`y T. •l t`...2 ®i I ® -;;i l. _- •t o�l' /<' I .m r o mwmc m. e/ --- -- -- - ----- - O 4 ! a x 0 U z _RP 0 OSED W \ \ -. PADV Pam j "5.l \ n } �w z ® r�d�d EXISTING SEPDC SYSTEM NOTES: \.. PLAN � IRRIGATION WELL NOTES } ® ����'nmm.•rKm ON-SITE DRAINAGE N07E ARCHITECT NOTE• m,�,... mm,. m,� �' / — •u^^ D INIERCONNECIIVE ROUTES SYSTEM 7 AUDIO/WSUAL m. o�mn �m w. °"'°'°°"°°'"•°'•`"'� SCOPE OF DfMOURON NOTES: m� ' "° //p G�yr .i m OOODrlo!, =- ® au¢ mm �••mo�rmar.. '°m wmomwmrw • m mcemo.000mcm t R. C23. 1 O 0—! DRAINAGE&SEPTIC DETAILS: SITE k LANDSCAPE N07En i lxuonn oleo _ a MLLS OOr`"" o�� �m m � ISSUED FOR IRRIGA77ON WELL PERMIT 08-02 s _ ���'" _ . ` � l � '� . � � 4.�Lfy' � �'� V � (L �� �,�� � �� I �.,U� j' Town of Barnstable Office:508-862-4644 Fax:508-790-6304 Regulatory Services Department B„ As14 Public Health Division Mom. Thomas A.McKean,CHO 6J5� t �a 200 Main Street, Hyannis, MA 02601 Payment Receipt 'Well Payment received: $45.00 (Check) on 8/6/2018 Permit number: W2018-022 lCheck number: 27105 Check amount: $226.25 Name on check: Paul Jenkins&Sons, Inc. PO Box 5, So.Orleans, MA !Business: Paul Jenkins&Sons Owner: ASSEMBLY REQUIRED LLC Address: 27 GARDINER LANE, Osterville I Note: Well Permit(2nd of 5 within grouping of parcels)(2 irrig wells= on this property) +Service Fee $1.25 t-1 � r No. lavI ® ®X,-, Fee OF TOWN OFARBARTNSTABLE ��d� �7 01ppYication _for Yell Con.5tructton Permit is hereby made for permit to Construct �Alter O Repair( )y p ( or Re air an individual well at: Location-Address Assessors Vap and Parcel 7 10w r Address "IE fJ1 r1�s lLf Installer-Driller ddress PyA Type of Building Dwelling Other-Type of Building -�L, Q No. of Persons Type of Well L4 11 WC (A-)�,LX_, Capacity Purpose of Well t��t COAT(per Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health 'vate Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificat of omplianc as been issued by the Board of Health. c Signe U ate Application Approved B 11 Date Application Disapproved for the following reasons: Date Permit No. l�— � Issued I q `l I Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well onscte ( ), Al;re( ), or Repaired( ) b \n's \ ^ / Insta11 at � 1 ! N+ has been installed in accordance with the provisions of the Town of Barnsta a Board of Health Private Well Protec Io Regulation as described in the application for Well Construction Permit No 1,t-�-Ga,3 Dated 4 �� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. ?oa3 FeeOF TOWN OFARD BA.. RTNSTABLE a7105' 01ppricatiou _for Yell Con5tructiou Permit �-' Applicalion is hereby made•for a permit to Construct(V,/, Alter( ), or Repair( ) an individual well at: rM -o Location-Address T Assessors Map and Parcel O Address 1�-�r.�.S r�Ec,�. t Zt l r��L� Pr'l 130x 0- 0;!:c42-P-i��S Installer-Driller Address Type of Building Dwelling Other-Type of Building "j L o.,of'Persons Type of Well (-4 !' -P /C, Capacity ( G Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate'o�Compliance as been issued by the Board of Health. , Sig`n'ed—_ / C o Date Application Approved PP PP Date Application Disapproved for the following reasons: , (( ! Date Permit No. ��)�- -G'� Issued �1 1 i e- Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by ,, ,nS ],.`e �,1l , 11� �o �Installer at has been instal ed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protec�on- Regulation as described in the application for Well Construction Permit No.�C1;--Grl)3 Dated 6 u THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vern Cortgtruction Permit NO. c�G 1� -0 a-3 t+l Fee Permission is hereby granted to v� A tm ��1 Installer to Construct(V;� Alter( ), {for Repair O an individual well at: V, No. r C-,,Q c— Street l as shown on the application for a Well Construction Permit No.z a — '� DateAf W Date I`�i Approved By (I� GENERAL LONIRACiOR: �� • � � COASTAL (i/ LANDSCAPE ARCHITECT �' \.�:' , ®•m® ~� mwumo-m u- a IX REFERENCES: m '` \` `°� ,�.�, i `� 8r, 1 .® '��� \j •i +, \ r I IIN \� ❑ w� . ..,.. - - O W' o m o PAOV Pam PROPOSED ` (TIDAL) Do a aa. ® ,�dma EXISRNC SEPRC SYSTEM NOTES: \„ PLAN 9 — "°"`°""°" m .... - �-- �•---' IRRIGARON WELL NOTES: v , --- ( , s �°� pR°°°'KP ON-SITE DRAINAGE NOTE ARCHNECT I INIERCONNECRVE ROU7E5 SYSTEM 7 AUDIO SUAL ,,,,,,„,m,vp„�s,•,�,� .�®n � ... °<'m'°"°m°"""""'®'° SCOPE OF DEMOURON NOTES: �� lll''G DRAINAGE&SEPRC DETAILS: 517E&LANDSCAPE NOTE ; ,®•�•im�`���.°" ®"o iwcnnoN weus . 0 °—m ISSUED FOR IRRIGAR�.-,� ���„�. ...,«.<�n..:�•.,m�,.,..ma�.®,. °" g`m^���°�i,R '" w ON WELL PERMIT 08-02-20I8 - Town of Barnstable Office:508-862-4644 y Fax:508-790-6304 + Regulatory Services Department enx NsriA� Public Health Division �M� Thomas A.McKean,CHO � a` 200 Main Street, Hyannis, MA 02601 Payment Receipt Well Payment received: $45.00 (Check) on 8/6/2018 Permit number: W2018-023 Check number: 27105 Check amount: $226.25 Name on check: Paul Jenkins&Sons,Inc. PO Box 5, 'So.Orleans, MA Business: Paul Jenkins&Sons Owner: ASSEMBLY REQUIRED LLC i Address: 27 GARDINER LANE, Osterville i Note: Well Permit(3rd of 5 within grouping of parcels)(2 irrig.wells=this property+Service Fee $1.25) p, `76rt5- t8- N ynAP Ae.eJs New Parcel Lines o ` 0 0 MP�N S� #14 Gardiner Ln. 141104002 +T► .� T._ 44 Jd` #9 Gardiner..Ln. - � 141103 _ �� #28 Gardiner Ln. +. rA 141105 141104001 - #617 Main St. #8 East bay Rd. 141104005 ;r#27, Gardiner Ln, � 141104004 �sTe #�l 61 East Bay Rd, �� 141123001 ;, + �`� #110 East Bay Rd. P '��;� •, 0 13C —. I ... __... _-- TOWN OF B STABLE �- �Z LOCATION 15.E SEWAGE # VII LAGE ( .JAI� I�S��� ASSESSOR'S MAP & LOT—i 14 '�23 INSTALLER'S NAME&PHONE NO. -77I SEPTIC TANK CAPAC= 1` W ( �6kL— ti In w 1' 91�� LEACHING FACILITY: (type) } ��_�-tJ (size) NO.OF BEDROOMS-4 BUILDER OR OWNER PERMITDATE: �' C�- COMPLIANCE DATE: '— 1 Separation Distance Between the: ,7 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 a of leaching faci4vX � Feet Furnished by -AMA z! V .y 5135 S-.�L(cJ S 5 �2 ��► �' 1 -tk n r � ' b L. Massachusetts Department of Environmental Protection Bureau of Resource Protection GENERAL WELL REPORT 07, Note: GPS coordinates must be in WGS84 datum in decrees. decimal de ree format. ' 1.WELL LOCATION I GPS(Required) North .,1Q� ° Wester. Address at Well Location . a`7 1/J(; Property Owner C (.2(e ,D Ca Subdivision/Property Description ❑Engineering Firm - r-1c �k City/Town tJJ �V I l Mailing Address. Assessors Map Assessors Lot# City/Town State 21 _ Board of Health permit obtained es ❑Not Required Permit Number Lt2Z)C 1 SS—Oa3 Date issued 2.WORK PERFORMED 1 WELL TYPE 4.DRILUNG METHOD S.ADDITIONAL WELL INFORMATION ® zOverburden Bedrock I Fracture Fz� �WF- Q n Developed ET-Y N Enhancement Y FF WELL LOG OVERBURDEN LITHOLOGY Drop in Extra t Loss or �oI Surface SealFast or Disinfected N Typeom To I Drill Slow Addition ft) (ft) I Code Color Comment Stem Orin Rate of Fluid - Total Well c�/ Depth to a(7 s, ❑Y ❑F 34- ❑L ❑A Depth Bedrock I'y�31 [IY �: ❑F ar Q L El 7.CASING (, r ❑Y 5I ! ❑F G Ste❑ L ❑A From To Type Thickness I Diameter ❑Y ❑ N ❑F ❑S ❑L ❑q 0'. U ! ❑Y ❑N ❑ F ❑S ❑L El I ❑Y ❑N ❑F ❑S ❑ L ❑A 8.SCREEN ❑Y ❑N ❑ F ❑S ❑L ❑A From i To Type . Slot Size Diameter i ❑Y ❑N ' ❑F ❑S ❑ L ❑A O d u Es. WELL LOG BEDROCK LITHOLOGY , Extra ❑�� Drop Extra Fast or Loss or ! Visible From I To In 0611 + Large Slow Addition Rust 8.WATER43EAMNO ZONES (ft) ! (ft) Code • Comment Stem Chips Drill of Fluid Staining Rate From To Yleld( m) ❑Y❑ N❑Y❑ NI❑FQS❑L❑AQY❑N Ala ❑Y❑N❑Y❑NJ❑F❑S❑L❑A❑Y❑ ❑Y❑N❑Y❑ NI❑F❑S,❑L❑A❑Y❑N I ❑Y Q N❑Y❑N❑F❑SI❑L❑A❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) ! ❑Y❑ N)❑Y❑NI❑F❑S❑L❑A❑Y❑N PumpHorsepower ' ❑Y❑ N❑Y❑N❑F❑S❑LQA❑Y❑ Description i-� ❑Y❑N❑Y❑ NI❑F❑SIC)L❑A❑Y❑N Pump intake Nominal Depth Pump IQY❑ N❑Y❑NIQF❑S❑L❑AQY❑N ft Capacity 11.ANNULAR SEAL I FINER PACK 12.GEOTHERMAL INFORMATION(Opt;Open Loop onlj From To Material t Weight. Material 2 Weight Water(gal) (Batchesl Methhod ni Thermal Thermal formation ( Conductivity. Diffusivity Water In (BTU/hrft°F) (ftzlday) Temperature(°F n i 0L7 I DEP UIC S Sample taken from this well❑Y ❑D 13.WELL TEST DATA 114.WATER LEVEL Time Pumped Pumping Level Time to.Recover Recovery Date Static Flowing Date yield(GPM) I g Mrs) (min: M BGS) ., Mrs) (rim (ft BGS) Mqa3Ured Depth BGS(ft) Rate(gpm) p"�o / 0/ / CQV &COMMENTS 1S.WELLDRILLERSSTATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and thie report is complete and accurate to the best of my knowledge. 1 Driller � y1 ' ;��,>,�� Supervising Driller Signature Certification# Company tL„ r%,►��(ASS�-� ( ��, Date Job Complete Rig Permit# i' • .j ENVIROTECH LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Jenkins&Son Neil Drilling Location: Shah Address: PO Box 5 V Gardner Lane So.Orleans MA Osterville,MA 02662 Lab Number: DW-183036 Collected By: DJ Date Received: 09/04/18 Sample Type: Irrigation Well Well Specs: well#2 Main House, 55` .� Location Source "" " aD`ale C'oller`ted% Time Lollecterl s :,_ ; Comments `~ A d9i0Z,6- i, rt 7:15 Analysis Requested Units Recommended Limits Analysis Result Method Date7Analyzed Analyzed By Total Coliform CFU/100mL _ 0 0 _ _ SM922_2B_09/04/2018 MC pH �. pH units i6.5-8.5 6.52 SM 4500-H-B 09/04/2018 LL Nitrite-N mg/L 1.00 <0.006 EPA 300.0 09/04/2018 LL Nitrate-N mg/L 10.0� T3.95 EPA 300.0 09/04/2018 — LL Total Iron—' mg/L M - — ^0.3 — _ ~ 0.03 EPA 200.7 09/06/2018 NEC ^ Manganese mg/L 0.05 0.046— EPA 200.7 09/06/2018 NEC _Calcium _ mg/L T N/A - - 12 EPA 200.7 09/06/2018 NEC Sodium Absorptio_n Ratio p 5.0 5.3 Calculation—_09/06/2_018 NEC Electrical Conductivity Millimhos 0.25-0.75 0.26 Calculation 09/04/2018 LL TDS Irrigation -- mg/L - 175-525 166 _Calculation _09/04/2018 LL Sodium Irrigation Y T mg/L - 1000 31_ EPA 2_00.7 09/06/2018 - NEC - Specific Conductance Irrigation _ umhos/cm — — NA 260 EPA 120.1 09/04/2018 T LL T w Magnesium mg/L N/A 2.9 EPA 200.7 _09/06/2018 NEC Comments: Sodium level is not a health hazard. Water meets EPA standards and is suitable for drinking for parameters tested. J-I (.tLt Date 9/11/2018 Ronald J.Saari Laboratory Directo BRL=Below Reportable Limits *See.attached Page 1 of 1 ❑Certification is not available for this analvte for potable water samples.. h— r LlNassachusetts Department of Environmental Protection Bureau of Resource Protection GENERAL WELL REPORT Note: GPS coordinates must be in WGS84 datum in de tees. decimal degree format. : 1.WELL LOCATION I GPS(Required) North .� c� "�" ,(�° West�Q.�. ° Address at Well Location Q 7 &,APD1 tQCR, L{ANr. ❑Property owner A:ZF—Mj3LQ (,tlfZsr,IJ �.1� Subdivision/Property Description ❑Engineering Firm City/Town O&M zu 1 11 Mailing Address Assessors Map Assessors Lo # City/Town c' State k _ Board of Heath permit obtained Yes ❑Not Required Permit Number ( bl D—��o� Date Issued 2.WORK PERFORMED S.WELL TYPE 4.DRILLING METHOD 8.ADDITIONAL WELL INFORMATION Overburden Bedrock Fracture �� ® ® ER] ® L��._,i �--} Developed Y ❑N Enhancement [I Y FFrom WELL LOG OVERBURDEN LITHOLOGY Dro Extra tLoss or p in Disinfected [►, ❑N Surface Seal Fast I or Type Drill Addition To Code' Co!or i - .Comment Stem Slow of Flwo ft) (ft) Drill Rate Total Well r I Depth.to' D ❑Y ❑F ❑L ❑A Depth Bedrock on r msl6L6: ❑Y D N-. ❑ F ❑L ❑A 7.CASING s i El ❑N ' [IF ❑S ❑ L ❑A From To Type Thickness i Diameter i ❑Y ❑N ❑F ❑S DL ❑A Q i FJi Tli ❑Y ❑ N ❑F ❑S ❑L ❑A ± ❑Y ❑ N ❑F ❑S ❑L ❑A 8.SCREEN ❑Y ❑N ❑F ❑S ❑L ❑A From ' To Type Slot Size Diameter ❑Y ❑N ' ❑F DS DL DA t-(1 ' D 1 G &WELL LOG BEDROCK LITHOLOGY ; Extra �E � Drop Extra Fast or Loss or Visible In Drill I Large Slow Addrjon Rust 9.WATER-BEARING ZONES F�ft, ! (ft) Code Comment Stem Chips Drill of Fluid Staining Rate From To Yield( m) j ❑Y❑ N'❑Y❑ N❑F❑S❑L❑A❑Y❑N ® r ❑Y❑N❑Y❑NI❑F❑S❑L❑A❑Y❑ ❑Y❑N❑Y❑Nt❑F❑S❑L❑A❑Y❑ ❑Y❑NJ[)Y❑N.❑F❑SIC]L❑AI❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) 1 ❑Y❑N(❑Y❑NJ❑F❑S❑L❑A❑Y❑N Pump i Description Horsepower DY❑N❑Y❑NI❑F❑SI❑L❑ADM❑ ❑❑❑q ❑Y❑N❑Y❑ NI❑F❑S❑L❑A❑Y❑N Pump intake I Nominal ❑Y❑ N❑Y❑ NI❑F❑S❑L❑A❑Y❑N Depth J Pump ft Capacity 11.ANNULAR UAL/FILTER PACK' 12.GEOTHERMAL INFOMATION(Opt;Open Loop onti From To Material 1 Weight Material 2 Weight! Water(gal) Batches' Method of Thermal Thermal Formation I PiacemenI Conductivity ! Diffusivity Water 11 (BTU/hr•ft•°F) ! (ftz/day) Temperature(°F i � i DEP UIC# Sample taken from this well❑Y ❑A 13.WELL TEST DATA 14.WATER LEVEL Date Yieltl(GPM) Time Pumpea Pumping Level! Time to Recover Recovery Date Static Flowing i Mrs) (min: ,ft BGS) (hB) ;min; (ft BGS) Measured I Depth BGS(ft) Rate(gpm) ,;� , f I. cap 18.COMMENTS 18.WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and thin report is complete and accurate to the best of my knowlqdge. l Driller (J_ Supervising Driller Signature Com Y -7 eRcation# an IRU.(_c���KIAI�S�o17iUS P . r �� Date Job Complete � Rig Permit p v`� �I ENVIROTECH LABORATORIES, INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Jenkins&Son Well Drilling Location : Shah Address: PO Box 5 at7 Gardner Lane So.Orleans MA Osterville,MA 02662 Lab Number: DW-183040 Collected By: DJ Date Received: 09/04/18 Sample Type: Irrigation Well 1 Well Specs: 30' Location Source Date Collected ;Time Collected= � e ", { " Coents - r A 09/04/18 .7:00 Analysis Requested Units Recommended Limits Analysis Result Method Date Analyzed Analyzed By Total Coliform CFU/100mL 0 0 SM9222B 09/04/2018 MC pH _ pH units 6.5-8.5 6.79 S_M 4_500-H-B 09/04/2018 _ LL Nitrite-N mg/L 1.00 - _ <0.006 EPA 300.0 09/04/2018 LL Nitrate_-N mg/L 10.0_ _8.43_ EPA 300.0 _09/04/2018 LL _ Total Iron mg/L� - 0.3 _<0.01 EPA 200.7 09/06/2018 NEC Manganese anese mg/L 0.05 '- 0.005 EPA 200.7 09/06/2018 NEC_ Calcium _ _ a mg/L _ N/A -- - 7.0 EPA 200.7 09/06/2018 NEC _ Sodium Absorption Ratio TM 5.0 2.6 Calculation 09/06_/2018 NEC Electrical Conductivity Millimhos� 0.25-0.75 .� 0.16- Calculation 09/04/2018 LL TDS - _ -- mL .... _ .._ ,._100. .— - Ca_alculat- -tio-n- ------____ _ _ Irrigation g/ 175-525 _069/04/20_ 18 L�_L _ _Sodium Irrigation T _mg/L 1000 13 �+ _EPA 200.7 09/06/2018- NEC _ Specific Conductance Irrigation um_hos/cm _ _NA_ 1_56 _EPA 120.1 09/04/2018 LL Y Magnesium - ~� mg/L^ N/A 4.5 EPA 200.7 09/06/2018� NEC Comments: Nitrate level should be monitored periodically. Water meets EPA standards and is suitable for drinking for parameters tested. Date 9/11/2018 Ronald.R'�ara/ri" Laboratory Director BRL=Below Reportable Limits *See Attached Page 1 of 1 OCertification is not available for this analyte for potable water samples.. Town of Barnstable I t r 9X0 Department of Health,Safety,and Environmental Services oFt Public Health Division Date /UAf2ad zJ. 14�7 � 367 Main Sired,I lyannis MA 02601 RAMffrABLA ieiS&o rAR+r' Date Scheduled �� t '.� �� — Time Soil Suitability Assessment for Sewage Disposal Performed By: F3Ax T5 1 Rt! Witnessed By: J�Q-/)-�( D y f•+i,�N(. LOGATLON & GI'JNI'JRAL INFORMATION 1 - Location Address (9 Owner's Name %,W m 114 En. J_�D (?Ar2i�1 W ice. Lm-m Address V4M7=V_VJL— Engineer's Name -&AgJ-ErL 4 rvyB 19 Assessor's Map/Parcel: A A Ap 16A FC Lr Telephone# NEW CONSTRUCTION _ _ REPAIR Land Use Qt~"S IT Ewl-J A L Slopes(%) i?7 Surface Stones 0 Distances from: Open Water Body 160 ft Possible Wet Area 55 f Drinking Water Well N A n 'L 8 o ft Pro crt Line 1 a ft Other N/A n Drainage Ways— p y SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) (;AAD SE N � I M��L2tel� I TMaz /= 9$ TM. t 14 N i'so AraeeS, i Parent material(geologic) A Depth to Bedrock 4 8 L me_Ur StT Q V_ p Depth to Groundwater: Standing Water in Hole: G7 EL° 11 Weeping from Pit Face /A Estimated Seasonal High Groundwater NIA — >BETERMINATI()N FUTt SEASONAL IIIGH'VL'ATER TAT3LE Method Used: C TN*�2 in. Depth to soil mottles: N/A in. Depth Observed standing in obs.hole: C�1N/A in. Groundwater Adjustment +l A n Depth to weeping from side of obs.hole: Index Well N N(P_ Reading Date: wIA _ Index Well level T/t_ Adj.factor �41A Adj.Groundwater Level_t1A PERCOLATION TE me ';io', 13 Observation Time at 9" Hole N I Depth of Perc 18 � Time at 6" Start Pre-soak Time© 16'=13 S f.A L 114 Time(9"-6") • l I M�NVl'E 5 End Pre-soak 1 o Rate Min./inch Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back—j Copy: Applicant ' •9 DEEP OBSERVATION I-IOLE LOG . Hole # 1 Depth from Soil Horizon Soil Texture Soil Color Soil other (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Surface(in.) A s� N M5 3Q 120" G HOW& F�^h �•C DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(in.) (USDA) I (Munsell) I Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) L A W o— t't" P 2 MS 10 NIL t,I$� �re/rC- N,A-6L6 _ 1'l'r �J lcoy D1JCP;'OBSERVATION IIOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Surface from i i I DEEP OBSERVATION HOLE LOG Holc# ioil ColorOther Depth from Soil Horizon Soil Texture f e (Mansell) Mottling (Structure,Stones,Boulderes. Surface(in.) ° I I Flood Ingurance Rate Man: ' Above 500 year Flood boundary No ✓ Yes Within 500 year boundary No— Yes ✓ i Within 100 year flood boundary No__Z Yes Depth of Naturally Occurring Pervious Material I Does at least four feet of naturally occurring pervious material exist,in all areas observed throughout the area proposed for the soil absorption system? ti>� If not,what is the depth of naturally occurring pervious material? ti 1 A mortification I certify that on 5 9'; (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trai 'ng,ex ertise and experience described in 310 CMR 15.017. -,. Date Sienature _ x TEST DOLES N ALL COMPONENTS LOCATED IN POTEN iI�L P-8910 a � COVERS LOCATED TO WITHIN VEHICLE TRAFFIC AREAS OR BURIED 4 "'PET BAXTER & NYE INC. o OR GREATER SHALL BE H-20 LOAD CAPA:.ITY. 3/21/97 LOCUS 12" OF F.G. F.F. ELEV. = 21.67 PIT #1 �-9 S J, ELEV.- 20.67 F G= 20�t VENT / OELEV. = 18.0 9q Y BAY EAST TOP OF( FOUNDATION �\ �\n .\ r �� -2" �y i• � _F.G. =20 t F.G.- 19t PIT #2 _ A SANDY LOAM 10 YR 3/3 tip -9 qL� INV. - 16.6 INV. = 1500 GAL. 4" DIAMETER T\ EVIL r. ELEV. = 8.5 MEDIUM - B 16.4 INV. = 16.2 GIST. CHEOUIE 4 \ Al?LAWN SAND o SEPTIC TANK INV. =16,0 0 P,v TOP ELEV. 16.6 - 10 YR. 6/8 C. _ _ B MEDIUM SAND x 8•3 INV. =15.8 --18" PERK TEST BASEMENT FL 1 .00' "�-� 6" CRUSHED INv = 15.6 . ., MEDIUM - C2 -38 LOCUS MAP o � ': . EL. 13.17 MIN. STONE BASES '' SAND • `' 10 YR. 6/8 _-: MEDIUM - C SCALE 1 25,000 a SAND ASSESS❑PS ',. �T SSpR BOTTOM ELEV.14.6 -27" lr 3 10 YR. 7/6 MAP 141 _ �g PARCEL 123-2 F - ZONE tis 7 B. FND. - � "'j` -120"EL. 8.0' NO WATER A.P. O• g MEDIUM C2 ZONE SAND RF-1 �y x 6.9 10 YR. 7/6 MINIMUMS i OBSFRVED GROUND WATER EL. 2.9 = _= >, AREA = 43,560 S.F. PROFILE -67 WATER EL. = 2.9 FRONTAGE = 20' `��iS• WIDTH = 125' ems. NO SCALE FRONT SETBACK = 30' REAR SETBACK ETBACKS 15' AR SETTBACK = 15' F BUILDING HEIGHT = 30' w �. x FREDERIC D. MERRICK 6.6 & BENCHM4RK = 4.93' Y JOHN CONATHAN .8. FND 0 0 TRUSTEES m Q CK�' x J � C.B. FND. !7RE.r-,EP,1C n. 8� PAPPARA I LOT 7 d9� of 7.4 #5.0 o MERRICK 8.7 evr� 9 p �5.2 SHANNON M. & ELEANOR G. 2 ® C'.6. FND 9- SAYLES ,} �a` ;;:� \si ;11.4 5.6 k2l \ 5.1 5 2 5 2 ,� NOTE: FLAGS SHOWN AS A32 A40. "'RE FRESH WATER WETLAND FLAGS If- #A39 �.B FND. WETLANDS DELINEATION PERFORMED BY K. BARNICLE, ENSR, ON NOVENBER 21, 1993. 38 5.7 - -,._ s' 14.3 x .1 10:5 __. ay 4-. 5 fit/ - O , O `� 12. ., #A37 6.0 .1 1 ! edge of clear rig -� __ F,,4 V�,,: V - , 17.9 __ ._ 18.7 O) n 5 r� w x 8.0 5.'11.4 �\ 15.5 f �� `� 3 18.2 21�8 -0 I , x 23.7 �� ° { ran O _ Zo' I 50 UNDISTURBED y Q x 23 ` ` �� i �Q x �; Q J i �r `' I �-j 19.4 Lli �O / + \' '23 7 4 2 j j ; x 7 c y .!) 1;4i Q 0 23 N 7,35' `L I r �� C� 9.5 i 4.9 9_ Z � � 6 1 24.6 / 1.30 acres TOTAL j s 10.2 5.2 ` \ #A34 x 19.2 . 17� J x 14.sr LOT 2 ' 7 GARDINER LANE REALTY TRUST GRAPHIC SCALE VIRGINIA B. WELCH, TRUSTEE x V6.3 / 0 10 20 40 J w �J q co 4.6 cD o #,A33 Z � O X,,,- 4� w O q � a � O O v Q �v s x 11.8 O p k .8 DESIGN DATA SINGLE FAMILY- 5 BEDROOMS ' 4.7 NO GARBAGE GRINDER #A32 DAILY FLOW = 110 X 5 = 550 G.P.D. SEPTIC TANK = 550 X 200% = 1100 G.P.D. USE 1500 GAL. SEPTIC TANK UWMNG PUM DEEGN ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED USE 2 - 4." DISTRIBUTION LINES !N AN \ AS SHOWN SYS i EM IS WITHIN 250' OF A RESOURCE AREA /�' SITE PLAN THEREFORE NO SIDEWALL AREA IS ALLOWED FOR 550 G.P.D./.74 = 744 S.F. OF BOTTOM AREA REQUIRED USE 12'X 62'= 744 S.F. AREA PROVIDED #3 0 G A R D I N E R L A NI E CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS PLAN SHOWING PROPOSED DWELLING, I S DRIVEWAY NOTES � - ra TITLE 5 SEPTIC SYSTEM, & (1) UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL P, IN WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT NO MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED (OSTERVILLE) ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. BARNSTABLE , MASS . (2) LOCATION OF UTIUTIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE APPLICANTS THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 3 FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR C LA R K & B 0 R I N SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. FOR IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: _ 62' OXBOW DEVELOPMENT ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. _ = - ' - - 2 99 , _ 4 � 4 � 4 %\ SCALE: 1 " O' DATE FEB 17, 19 (4) A COPY OF THE ORDER OF CONDITIONS FOR THIS • ' _ = / / / �a / / PROJECT (SE ) SHALL BE KEPT ON SITE AT \�/\�/\�/\�/\�/\�i ALL TIMES AND APPROVED WORK LIMIT / EROSION C\1 r '� /�/�/�/�/�/�/�/� CONTROL MEASURES MAINTAINED. B A X T E R & NYE INC, THE CONTRACTOR IS TO SECURE APPROPRIATE REGISTERED LAND SURVEY❑R S PERMITS FROM TOWN AGENCIES FOR THE _ .. _ <o CIVIL ENGINEERS CONSTRUCTION DEFINED BY THIS PLAN. / y, , STRUCTURES BURIED DEEPER THAN 4 FEET OR 3/4" TO 1 1/2" _ �. �. � 0 S T E R V I L L E, MASS, (6) ALL STRUC _- SUBJECT TO VEHICLE TRAFFIC SHALL BE H-20 VENT WASHED STONE 3/4" TO 1 1/2" LOADING. TOPPED WITH 2" OF PEASTONE WASHED STONE 4 SCH. 40 PERF PVC TOPPED WITH 2" OF PEASTONE /moo` TE�HEN y\ ELEVATIONS ARE BASED ON N.G.V.D. CROSS SECS` FLOOD PLAIN LINE IS BASED ON No.sc2�s , GIST XI FLOOD INSURANCE RATE MAP NO SCALE �Fs COMMUNITY-PANEL NIUMBER 250001 0018 D S�ONAt EN REVISED: aJULY 2.1992. PLAN OF LEACH FIEF DEED REFERENCE: BOOK 8820 PAGE 226. NO SCALE �9��9 JOB NAME Q � I � SHAH l� RESIDENCE EAST I `- Oster Bs u ville, Masachsetts ao6 NUMBER 1617 o D / l LW )-i P r /P i LT ; _7. . �.°" __ BUILDING AREAS ^t , 0 sf 50 sf 100 sf — - �- 4,670 sf - - — 40 sf 2,430 sf - First Floor Level: Finished Areas: 4,670 sf Porches,etc: 2,770 sf 1,233 sf 3,437 sf Basement Level: 0 Finished Areas: 1,233 sf POOL HOI�USE Storage/Mech: 3,437 sf ,e rwax wri•a've ,ucx x�vww r n685¢ SHAH RESIDENCE �'SID NCE SHOPE RENO WHAKTONt« SHAH 11 1 1�1�V 1 Ltj �x.— ORIENTATION SEAL W k, - N S - E Project Directory : Index Of Drawings : LOCATION PLAN : NOTTOSCALE � 09'I9�>m19CP50Y POi4V52{,a 3Y ANY 0938 PAlT1ES.4'ItAN 199� R[flFOI.Y AV,PF%YA�nCONn(,¢[T!✓PIfbOi n3ESPB®Y"MlIREN Aonaostrwnoxne�r�a�nwAv+taaoN wseo¢wns. SHOPE RENO WHARTON SULLIVAN ENGINEERING CIVIL MECHANICAL ISSUE DATES Architecture Environmental Consultant See Coastal Engineering- Pool House A602 Door Schedule&Types(cons.) 18 Marshall Street 7 Parker Road M100 Basement HVAC Plan Construction Documents Set A603 Interior Door Schedule,Types&Details POOL HOUSE South Norwalk,Connecticut 06854 Osterville,MA 02655 A604 Window&Door Details M101 First Floor HVAC Plan A605 Finish Schedule M102 Roof HVAC Plan Po 203.852.7250 Tel. 508.428.3344 Tel. LANDSCAPE M103 Zoning Plan 203.852.4250 Fax M104 Boiler Schematic ArmstrUr+Q Kelfey f See Hawk Design- Pool House A900 Profiles&Details PIP rk COASTAL ENGINEERING CO. Construction Documents Set DeSTEFANO&CHAMBERLAIN Civil A700 Interior Elevations:Great Room ELECTRICAL .� Structural Engineering 260 Cranberry Hwy. A001 Cover Sheet:Project Directory, A701 Interior Elevations:Great Room 50 Thorpe Street Orleans,MA 02653 Index of Drawings A702 Interior Elevations:Bar&Entry Gallery E200 Basement Power Plan I ` Fairfield,Connecticut 06824 E210 First Floor Power Plan 508.255.6511 Tel. A703 Interior Elevations:Kitchen ' 2017.08.08-Issued for Building Permit 203.254.7131 Tel. A200 Foundation Plan A704 Interior Elevations:Orlsen A210 Basement Plan A705 Interior Elevations:Changing Suite ACOUSTICS 'Q CONCEPTUAL LIGHTING,LLC A220 First Floor Plan A706 Interior Elevations:Stair Hall w' HAWK DESIGN See SH Acoustics m L i g h t J n g Designer A230 Roof Plan Landscape Architect 479 Clark Street A707 Interior Elevations:Stair Hall&Laundry Construction Documents Set 39 Pleasant Street A240 Reflected Ceihng Plan ` m South Windsor,Connecticut 06074 A710 Interior Elevations:Lower Stair Hall s A250 First Floor Finish Plan Sagamore,MA 02561 A711 Interior F,lcvations:Storage Rooms SHEET TITLE A260 Basement Floor Finish Plan 860.644.4358 Tel. AUDIO/VISUAL 508.833.8800 Tel. STRUCTURE 3 A300 Exterior Elevations-East&South See System Seven n ' ` 1 COVER SHEET SYSTEM SEVEN A301 Exterior Elevations-West&North SW I General Notes Construction Documents Set �qyN ` "1 PROJECT DIRECTORY KENNETH VONA CONSTRUCTION,INC. AV/S e c u r i t Design s i n e r SI00 Foundation Plan y g a INDEX OF DRAWINGS Building Contractor Boston Design Center,Suite#627 A400 Building Sections 5101 First Floor Framing Plan ` 11 Fox Road Boston,MA 02210 A401 Building Sections S102 Attic Framing Plan Waltham,MA 02451 978.887.1200 Tel. S103 Roof Framing Plan ` A500 Wall Sections&Details 5300 Sections and Details � a 781.890.5599 Tel. o S301 Sections and Details A501 Wall Sections&Details SH ACOUSTICS,LLC A502 Wall Sections&Details S302 Sections and Details SHEET NUMBER SUN ENGINEERING Acoustician A503 Wall Sections&Details S303 Sections and Details H v a c Engineering 10 Higgins Drive A504 Wall Sections&Details S304 Sections and Details 491 Maple Street-Suite 209 Milford,Connecticut 06460 A505 Wall Sections&Details - SITE Danvers,MA 01923 LIGHTING 203.877.6340 Tel. East Bay Road A600 Window Schedule&Types L101 Basement Lighting Plan 978.777.7768 Tel. 203.286.1427 Mobile Osterville,MA A601 Door Schedule&Types L102 Main Level Lighting Plan .109 NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Ma s sachusettts Joe NUMBER WORKNOTES 137'-11" iNm..o-ilsne"m,IJe2 y.,i�awrm Sare art eaM,.naa.gdax b:�.r�xaaa,a. a kxae mxk'x�. mm�. ,red nr aq� J WPe M"Maum drain.Skye n dwA-ryP. ]B Ilndergrm"d enliry emry a4wwa N"mM 11,18D. ainceJ Casr Ym M1"M1 qee m reeriw.rm�Mr IeaJer:rmreu n mxm Ere.rye.m iYewel. ]n F.rµehareg. 7bawae+�- 4Dt 502 4D0 502 "e rmKF reiMmeeJ..xxae q,drm n•mela me.vanry e wiJ.NV M1C mnnwaM. eam gxkn 5 -�" 3 1 1 1 1 io cmnau m"d.n and e,sF-io-olara o-a.ren rm."Fadm way. 3,_31" 8'b3' 1'-1 ' 1'_13r.• 22'1}° a'_,. 1'-t16 3'-6' 4'-0° 11 V' 4'-0" 3'b" 1'-116 4'-4a' 1'-0'1'-1 B'-114` 1'-�' 13'411 "F .x-mk snNr� 2 4 6 3'-6" 4'-0" 11 4'4V' 3'b' 16 ft'-i' waa a.n kx.en-mKa+. • I —__;; •..__q T0.-3' ....9.'-_.8I 1R_{I -�:_�:. rIIIIII------_— II T 4 -------F—''II—_—_—--—1,.'0—.-'—III------=M4�J— IIIIi ---.`'. _.: .r"f h If -.—_`_ —JrI(I I i__�_-•� IIIr�rIIIII-----�_m I _ elf r — ——————— — e•'�-i�, "�f°5afi�w�iEIM6O�'u F%MS545s�i Mom x.san�maF c"bB ed'rekM d"d u Aader°eMd1I�a e1 n. T.O.Wll T.O.Shelf TO Wall T.O.Shelf$ 20'- t/8' 209 1l8" M �Jn,Ml�w' 3 9-8 Ip _ I& L-------- L51 5 r,ixd,MN�kJa .ml w1i mluaa mealfl ql M a"pa amJqu,ssqw+�mn.eaw�m.g,l r a lm"saJan.m�".wq m nI�r■x�ar�.qaalfkak a,x J oshlt T.O.Sh 2 zo,3 w xe <area r. Nn�Vn»r�.n.,a S.aq, l.xmwwl,. d ku. �. .O.Shelf 20'-9 1/8f T.O Wall IF -- 19'-3 11a NO SHELF r tem+ 9'-81/2' T.O. EeTi 20'-91/8' - — — — -- 13'-81/21 1281 19-3U4 20'-3" re11-a 1/210- 11 — --- --- m x.rn.x we Fma'm mwre M�nw,errmw n, IIIIIL T2._1O'-0—.z�°—S•s 3'--/a'III12,IN°f"`———:_:. ThIIIII-O_-R o aobd-/1 2 rIi I y:IIIIIIIII�,IIIIIIIIy i III.-II4-.y-i1,•-=—=�,i —I1IIIIjIII II1IIIII IfII I IIj I-II—--——n--.'--e--f——---——--JIIII I ----t-'s—2I' -""m•�Q' - rII II—e' —ra—I L" �--I—�T--—a ll —o— —_iII- — To 1 '—————— ------ — —J �IIIII—IiI1rrI-- J-IIIIIIIIIi—��I ---T--.r-oYO. .S—IIIiIlIl te—m 0-9 /8" 22'-1 1Ig IIII o"64— —r— II IiIII _Iiaihi L9 L�Sem III —'—•a—s—fir- ---II— 1III III 9. 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T-5y r-—'IT-— 15'-21/2 to 21/ Cntr.Line SteelL ----------WI" I-2 11 L— J To 11 9'81/2' T.O.Wall _ _ _ ' I V21' i— —_— 9'-51/2" 2 9 s 1/2" 9'-s 112 itao Ins O r--I— 1T.O.Shelf 1 213 2aa° L---_ w SrR laTn otHuiFwek RrTM pA,U(k¢•Nw'rFee.Mxca , emm AYurF"nm Ia1F rN ,Tf.tk9-,aawF.am.BAE eeze n O9 dsrsn�9lrPYlN:0 ry RsgP 16854 PR9�I AAOA„9xmRTI( 'cCr'L xKW�l,------ ------- T.O.Wall SHOPE RE NO WHARTOmNl l.Ex9antee9N'c'uATAEflL.vN uCT.O.Wall ° o.Shelf L 2 Slab J I —--- ORIENTATION SEAL /a' T-10 I In— v — q 8112' a 9 Spa Fl. ——— 14 9'-8 112°16'-3a 16'_3" - R 18d — T " L —I -- — amz'•10 —ate a r s J T.O.S -------- L— L I I I L-------------- ------------------------ L I_ _10 9_I— 100. --FOG 2_ — ------ -- —————— - --—9-8 1—l2"------ -------------------------------- --------------- Y___ T.O.Srem T.O.Stem T-10• 20' 2V-1 1/8• 22'-3'* ILS'-2I/Y' 12'-21/Y T-I T-7' 9-1 IS'-ta ISSUE DATES POOL HOUSE 2' shelf 12-10 IT-21/2"0_3 14'z Ill" 13'10 T.O.Wall 19'-3 vz" i 1s;-z1n" a 10 L6-2112" IF 7 169" J L Build gPemitL ——————— ___--- J L_---------_ L_� ---------_ — _------_— ONON-ss L ——— — -----------I-------------- -- —--- — ------I------ — ———--—— T— a ———————————— — _ 6-11" T-6• 1 102 2'0" 3-2I" 1-2' 1-2° 5'-2 T-2 10'4 _. T-21 10-4 Y-V 2 20'_10" 2,1"4 SHEET TITLE 13T-11� 6 L___ Y F I FOUNDATION PLAN Foundation Plan A200 1/4"-1'-0" SHEET NUMBER 309 NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts Poi NUMBER 1617 WORKNOTES 1 zA Hank eew„Jena gdc,I,n�o.m.vrww.J—Aawh.A„me,b..�a.r.�.wn.. 1 1 an uKv oem.rvd drew,a,e. �.,emxls-smn'e,v"a aM;.,.l 50 x u"Jergr mren«"Nry . 401 400 502 raimeJ eas n. .re<merwre,wine.-rnor,..vunvvm, m ora�( 'arm „raeJ a..wreu Beck isx mu-a.traw.yi. CE OF KITCHEN OF GREAT RM. OF ONSEN ni Is stlJck xMkvceJ evw.erc sere F•caJrdame.vedr I x wM NVr,C aec+waM. lC eam ewkn. so cmk iF "mes xax me to�me,v"a w,n,nik.ea-rvd=,I. I I ]'Aw vnad..m cap-towel MnmIIJ�k r�rme ueaeh. Mw.e- new".w.6�m wvn r,ww,a.wsh,owes 1' s' nmrer<,p ew,m�mnae wean I +e F. n a :ee a epexiN rk,wieps. ` Windo Well i Egress Windo Well .j s k "e"'"""+o•s i Sections .;• S ctions Se - c -�4k L' -a. s ew,n c,r nemaa.rm."- - - r s " - I IF ————r I 'A Srd ciAumn se an.g plans. ^ B. rtn alva J menu . Y W erer e45851 wAit tyre eMs. sd Izti I I Fe dyw � mn�re elx.rc w�elsbv++.p eq:pnn I I I .1 VI a Mam4sparwmAMsn IFc � alp>r ,xrrap:plplam. 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X n665p.4 ❑ fl OnenMechanical Room SHOPS REND WHARTO:N nRR.'eni�tT iwTtALI\ C 008 1 See Mech.Owl Mechanical Room MSeeech. w Mechanical Closet TATION SEAL 7b s % D "Aiinori An8 I ———————- ISSUE DATES POOL HOUSE r -1 J 2017.08.08-Issued fur Building PermitL---------------------------------------------------------------------------------------------—————————————————————I——————------------- l '' CIL OF KITCHEN OF GREAT RM.�1 1 OF ONSEN SHEET T ITLE I-OWER LEVEL PLAN Basement Plan A210 1/4"-l'-0" SHEET NUMBERr JOB NAME SHAH RESIDENCE EAST BAY ROAD Osterville, Massachusetts 13T-7 124'-0' JOB NUMBER 1617 25'-0" 42'1" 25'-0' 31'_6" WORKNOTES aM lma' k area y:lerNicatlm ids fi m.N wnJa dr Skx� Ary.H-kp Il a.4 M Iry ry ke.e ki "Ore 1 2 1 502 A1.11 d 1, 401 502 400 x �OF KITCHEN GE OF GREAT RM. OF ONSEN 'A R^'^Y-�'"""° '�. ems' n 3e 5-1,.elMmced mmre�e wdm a cudNn .V y I Sim wim HVnC ..maar. 1'-51a 71a P-233x 5'-t le 1'-1 1 111 3'- p-t , 5'-11a 5'-41, 5'-41r 2t'tl 5'-41a 5'_41a 5'-t 1a 1'-t l 1'-101" S'-11a L j 1 3c a«re e,c4a.. 1'-10, 2 1'-2' 4 1'-2' d 2 02 1'-6' I �� 4'-0" I'-6'. 2 A 8 �" 8 B 2 ��.1'-6" 4'-0" 4'-0" 1'f3" 1 2 4'-5° 1'-r t'-p'52.. 7'1" 1'-2'7d'1'-2" 7'-54' 6-0" 30 cmcrek nc a m wan a"a a„N.Y.meal. 1 :s an nl•cal 4° 4" 4° 4° 4" 4 K 6 nxrA 1. aD MW cr,Kim wiA W�dv t<ucM1'a l.we, SNmn� mw,e de d q° Window Area Well k y- 1 1 1 J_ ———Well — A 411 rAan.4ia na.Ai al " --- r - - - - - - f -- .1 = w s ream w,. -- ---- --- --------- -- 1 ' I 1 I I _-- — w s wau —_-- -- ar — .0 s l d e m w ! r �.r. F alw mw Room I^ _ D sc L - -- -_� 102 _ �- i - _ - _- -� ___ _` - L I I I®I O li I�f11tI`——m—_�-W,__—�'---—'—__-__---�''--_-1I!'❑-8r®--eE,-— I—_----- I_—_I IIIIIIIIII. I'-19211_7 n,IIIIIIIiIIlI IIIIIIIIIIIIIIII -------—--�--I!III 1I(II! 1 11a-0u19 n•IIIII I d$r ey e Ars7'0_S\05 5era e3-10A70 D 4b D D 2-I,1a O a dx D 47 ' 19 Bar See . 2 1 A702 — y'd _ o ry I --- ' " 6--211i • IF �o _Vennowww64NoToN9�nnni9r1IsT D. w 776 11i rlMAtCsNfir uF Bc 2 T o0PD[PrwwSsMsxxcsceMnervwwwvwWIi�C[elWI ahor onwMm«7�Smi�a''aak ma l,re.tinNr mc'>PM.mwdy nFm M Kitchen Hall Entry Gallery Stair Hall 107 See A707oo See A7 3 104ee A702 c eX- 0akna,kawc s.Imdae.e, xn'D8nccnl,u m-nI Jam Iae�aI°°aKNIwwdiren1J NrwqIXd1.knNromw eTw 0J lunw<",MS,Yw a.,ylauWa xmo Oo,8nk6e.P.Wa."aMdc!ren>e1"d..rA.S3 s Ma,a n we Amnr Ml-rc,arew wM-c I r deaauaUrbar Nme1r�Aa.lnxxMWw D.ae,ddkeuereMI ei.L k-T,w,K nN" es N�wursl inl p+xnMsrnd.xe, D,irMfue,aemae e�trkunNn, okJ ,eAw,:eae5m>S e4ee xrd e -oaTPal4 ai 1e�dIrA,nc,sw,N fla®.SYwIL-au .9 nL d�nPn;e M�1tlnFnw Y.o.1cN .�w4mani'�wuT-m.n-mrnTmhe.keek ryrRD�l,mr SCre.Jel.a,DBmslar..m�SaA.rc.mFr4,rw1a -aiseT urkPS c�ah-T..x ere.Nar..a T'4 ixnr u2iTu.kdHoYlewxBl.� Ta wrw t ___ 118 2101 Dn 11 5-13 3 2 . 2-11d. 2-11 ' 2'W 5-1 3 4 1S1 d 9, 4'-5. 292-1121 ' 9 2-11 4-4 1 32 H,, t a. 119 N 1A OIq----- C24 ��24 ——————— T-3 2'-6' 2'-H. 9 -11 2_72x 2- Q c eatGrRsooAm Steam&4Ai, 3-0 =o u c 105 9 GSauna Suite 111 See AooO M Ek n J Clown I MIIIT: 108 See A704 4-6Z 103 See A703Kitchen ----- — i— ------ — GREAT RM. -—- _ ---- —_—T-T- -E7---- Chim, —r T a9" 9 t 4' v-0"2 _i �5 b Bath& Changing Suite e 0 $HOPE KE`dNMd Ai�n.NaD.n1 pr.n Ne- i kwkPnl �sj8_.xk i�,5Ya Pi gw�L6 gOkux.ld A A an ,eskUia wwPYa .c R. e@,,aSWTS�e M'wd�FarxrvxrvAIN 3 Wnk,4Deiwm «nmNwr,IrniSYe NtaeT� Nm AFk e[wrhiwlH.:itpwtUraa ud.. 3I.aMti44<rl a.•a'nrArPrf�ArQo✓LD�n Ya n�,ENl.3T.Pw M-re0 ,.A.RSAw1 1xdt[e eO5amss Tmrc93rF:e.ITiO e E:1�I PS7e 46ADAO•TTvvt�eF1dcHy iT955wA5ro,4 Nl 64 N.�An pT"[rNI xruAAO hLmSc F 2 7a3 6 ORIENTATION SEAL _ ------ --- -- LL 2'87 4'-3" 17W 17W 2'5a 3'-8' 32 11 2-48 Z-s, t --= Dn2'-14 2 i ra --—————————.LL — —————— —4 _ _ __ -- Dn ISSUE DATES 6' T POOL HOUSE 3'7 9 *W-z 1 T-1 2` 3'2 ` '-r -J 3-4" 8 2-0 jD -- ————— ————————————— __ _ ________ ------------- ————————————- -——————— —pIT— ——————— - P— COF KITCHEN 40F GREAT RM. 4OF ONSEN SHEET TITLE 13'-3" TI" 21'-5" TV' 1-2,, 10'-4' 10'4" 2'. 10.1.. I-2" T-22' 2W 21-5' P1" 31'-3? FIRST FLOOR PLAN 137'-q I r First Floor Plan SHEET NUMSER A 1/4"-I'-0"� R Y ! DEEP OBSERVATION HOLE LOGS - PJ15433 ESTIMATED HIGH GROUNDWATER CALCULATION SOIL REMOVAL NOTE SITE & LANDSCAPE NOTE: ARCHITECT NOTE: OOC SE 3-5481 _ DATE OF TESTS: JULY 27, 2017 (USGS/FRIMPTER METHOD) SITE & LANDSCAPE CONTRACTORS TO USE THE LATEST HAWK DESIGN FOR MORE INFORMATION REGARDING THE APPROVED BY THE BARNSTABLE CONSERVATION COMMISSION PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN LANDSCAPE PLANS FOR ALL DETAILED GRADING AND REFER TO THE POOL HOUSE SEE LATEST AND GREATEST UNDER MASS DEF FILE NO. SE#3-5481. FOR MORE / THE C HORIZON IN DOH # 2 AND DOH #4 INDEX WELL: # MW-29 ZONE: B FOOTPRINT OF DRIP DISPERSAL FIELD DOWN TO "C2" ARCHITECTURAL/STRUCTURAL DRAWINGS FOR ELEVATIONS RELATING TO SHOPE RHENO MARTON PLANS ISSUED FOR INFORMATION SEE PROPOSED SITE PLAN BY COASTAL WITNESSED BY : JOHN G. SCHNAIBLE, CEC, R.S. (SOIL EVALUATOR LICENSED APRIL 1995) HORIZON (BELOW EL = 8.6t - SEE DOH #2) AND TOP OF FOUNDATION & FINISHED FLOOR ELEVATIONS. REFER TO CONSTRUCTION. ENGINEERING COMPANY TITLED "C2.1.2 - PLAN SHOWING S� COASTAL DONALD DESMARAIS, TOWN OF BARN. BOH, R.S. DATE OF READING: JULY 2017 DEPTH TO GROUNDWATER: 7.7 REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #10. LANDSCAPE PLANS FOR YARD DRAIN DETAILS LOCATIONS AND FINAL PROPOSED SITE IMPROVEMENTS" DATED MAY 17, 2017. P / NO GROUNDWATER ENCOUNTERED GROUNDWATER LEVEL ADJUSTMENT: 2.0 RIM ELEVATIONS. S / // engineering co. DEEP OBSERVATION HOLE 1 EL = 17.3t NO SCALE / / 260 Cranberry Hwy.Orleans,MA 02653 ACTUAL GROUNDWATER LEVEL 0 SITE: EL= 4.7 ( 508.255.5511 P 508.255.6700 F DEPTH FROM [�(MSELQ L COLOR SURFACE SOIL HORIZON SOIL TEXTURE UN SOIL MOTTLING OTHER �� EAST BAY ` I ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= 6.7 0" - 13" A LOAMY SAND 10 YR 3/2 - LOCUS 13" - 38" B LOAMY SAND 10 YR 5/8 - NOTE: GROUND WATER DETERMINATION BASED ON WATER DEPTH IN TEST ASSESSORS MAP 141, HOLES PERFORMED BY CEC JULY 26, 2017 AT 8 EASTBAY ROAD. (P# 15A3J1 �a PARCEL 103 �� S 53'41'54" E - / 38" - 84" Cl LOAMY SAND 10 YR 7/3 NO POCKETS OF di 28 GARDINER LANE / SANDY LOAM FREDERIC D & SUE E � �- _ _ 260.85' .100 84" - 134" C2 SAND 10 YR 6/2 NO FINE TO MEDIUM ��� MERRICK TRS \ I� \ \ 1 \ q� y Q SAND, LOOSE NO GROUNDWATER ENCOUNTERED \ ,�u ` \ \ . \ Q J - coo U AT A DEPTH OF 134" (EL.=6.1t) \ OSTERVILLE, MA DEEP OBSERVATION HOLE 2 EL = 16.6t NO SCALE % APPROXIMATE LOCATION OF Cl \ I - - - - - \ EXISTING SEPTIC SYSTEM �' 1 KEY MAP p z W DEPTH FROM [�(MUN'SCEELQ LLOR 20 PORTION OF EXISTING GRAVEL \ - - SURFACE SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER PROPOSED �e� (TO BE REMOVED OR DRIVE TO BE UTILIZED ` M \ i/ 0' - 8 A LOAMY SAND 10 YR 3/2 - 13* IRRIGATION ALL PROPOSED D(YWELj PROPOSED ABANDONED IN PLACE - (COORDINATE W/ HAWK DESIGN) `� Z 0 ti`' / i -- \ , ° ( � " Q O Q p O - LCB-200 H-20 SEE NOTE 8 _1 �� ♦ r - 3 NO SCALE q q (TYP-) POOL FENCE �-` 8" - 34" B LOAMY SAND 10 YR 5/8 W/ 2' STONE �� ° o N W U Q a (TYP.) S 48'14'46" E c�)llowop (OR EQUAL) " - ` y_ - - - -_ - _ _ - - _- �� ° PLAN REFERENCES: W w PROPOSED LRB INV. IN EL=&10 6353'26 E I 112.64' --� ° I 'oWITH LOAMY 14' DIA. x 6'D ��' 34" - 96" Cl SANDY LOAM 10 YR 5/4 NO �/�/ S 12' ~�. e _ ° \ I 1 I �' ASSESSORS MAP 141, PARCEL 123-002 SAND MIX PERC AT 48" F RIM EL=18.5t _-181. _ _ - i \ ° x C7 EL.=12.6t _ 30 GARDINER LANE U Z W w FINE TO MEDIUM ( ) 6"0 INV. IN EL=15.00 - ° _ - `" 11 I DEED BOOK 30167, PAGE 1 96" - 144" C2 SAND 10 YR 6/2 NO /%% " \• \ --`- �1 \\ Q o SAND, LOOSE NO GROUNDWATER - -- � � �' � � PROPOSED LRB ENCOUNTERED AT A DEPTH o \ �� _ \ \ ASSESSORS MAP 141, PARCEL 104-005 r 16Lx10Wx6D / � � -," \� \ A W � W OF 144" (EL.=4.6t) \ ( - _ i'' \ \ 34 GARDINER LANE =� O O 14•, LOT 2 RIM EL=18.9t \ / �\� _ f f J ��\� \ \ \ \s� \ DEED BOOK 29390, PAGE 252 a F" Q DEEP OBSERVATION HOLE 3 EL = 18.6f NO SCALE _ _- \ O w PROPOSED CATCH BASIN _ - - GARDINER LANE 6 0 INV. IN=16.80 •H \ I�`, / �\ x DEPTH FROM FSOIL COLOR RIM EL=18.36 cD ` f / \� \ 9 \ \ \ \ �- O '�� Q `n U O PROPOSED DRAIN ` ( /�- 12 \ \ \ LOTS 1 2, 3 & 4 SHOWN ON PLAN OF •. a, w q Cq SOIL HORIZON SOIL TEXTURE SOIL MOTTLING OTHER ° ° - ='` "•''•• '• \ \ O C7 � Q SURFACE MUNSELL °- `� ` ■ \ ° LAND TITLED "PLAN SHOWING PROPOSED ( ) � 6"� INV. OUT EL.=15.26 ••' /'�. 14 12 •'., RIM EL=18.8t \ / \��y 1 X � � � \ � � 0" - 12" A LOAMY SAND 10 YR 3/2 - ` / 16 (CONFIRM FINAL LOCATION _ _ \ �°` / ' 1 .�� \ `� y 3 d RE-DIVISION OF LOTS SHOWN ON P.B. 507 (~ p W HAWK DESIGN / �� ` ° ° PG. 2 & P.B. 563, PG. 44" PREPARED FOR a n 18 / ) f 14 c 12" - 30" B LOAMY SAND 10 YR 5/8 - V _ 1.� \ \' ,/ ` ° SAMILJAN & SHAH, PREPARED BY COASTAL �r q a Q W y `1 rt� PROPOSED ` / `' 1 / �� \ 1 1 ENGINEERING COMPANY AND DATED JULY Z W qq EX: 16.0 _ � RET. WALL / SITE BENCHMARK: F \ 31, 2017. O p Q c q k�' ° S= MIN s��� Q FINE TO MEDIUM + �� / �"V' ) 19 30" - 132" C SAND 10 YR 6/2 NO SAND, LOOSE NO GROUNDWATER 8 / (T.O.W.=18.78) \/�� TOP OF SPIKE SET ° w w O DA TUM NOTE. Q ENCOUNTERED AT A DEPTH t"'•� �, l4'' � EL.=12.22 NAVD1988 � � .. � � � ( OF 132 EL-7.6t _ O Q DEEP OBSERVATION HOLE 4 EL = 19.3t NO SCALE " ( ) I 1� \ \�• 2 .7 ' � ••''• '2 •'• (ADDITIONAL BENCHMARKS 14 13 �� C� � ° ELEVATIONS SHOWN HEREON ARE Q3�c -' + 14.7 13 TRANSFERRED BY CEC AT \ \ BASED ON THE NORTH AMERICAN DEPTH FROM SOIL COLOR \ ti ° ° VERTICAL DATUM 1988 (NAVD 1988) q FSOILRIZON SOIL TEXTURE ( ) SOIL MOTTLING OTHER \N� o TIME OF CONSTRUCTION) 1s ° q SURFACE MUNSELL ` `� �ro P P�-5) '18.98 �► a 0" - 11" A LOAMY SAND 10 YR 3/2 47+ ; z /: L \ FLOOD NOTE: - 11" - 48" B LOAMY SAND 10 YR 5/8 - PROPOSED 1��9 ° \19.8 �f 0 i •'� 2012. ao AREA DRAIN �� seµ PRpPpO \ / \ \ \ FLOOD ZONE AE EL 12 AS SHOWN ON i_ ° FEMA FIRM PANEL 25001CO544J EFFECTIVE 48" - 60" Cl LOAMY SAND 10 YR 6/2 NO FRIABLE 1g \ -cp, RIM EL=10.83t 1 r�� PROPOSED / � # oo •••• c� -• o 0 o Q PROPOSED LIMIT OF WORK/ \ DATE JULY 16, 2014. o o -• -- .•� .•� .-•. / 2p t8•8 \ ` ` ORNAMENTAL h / 1 SEDIMENTATION BARRIER (TYP.) - f=y~ 'k 39 W ° ° ° \ 60" - 96" C2 SAND 10 YR 7/3 NO FINE TO MEDIUM �- �/ / f �0` PLANT BED PROPOSED S \ .5 - SAND, LOOSE ° ' }19.12 21 \ << PROPOSED LRB PRY\J-- (m) TRAMPOLINE 96" - 114" C3 SANDY LOAM 10 YR 6/2 NO FRIABLE PERC AT 48" \\� 14' DIA. x 6'D �� C �9t 4.7/ SEE BREAK y EL=14.7t , \ \ LEGEND z " - " FINE TO MEDIUM (EL.=15.3t) 't 1 22 a't \ " - \` �P �1 - /��' + 'OUT NOTE i' I 'J \ ..-.. 114 162 C4 SAND 10 YR 7 3 NO 5R \� RIM EL=20.5t �� / SAND, LOOSE NO GROUNDWATER ENCOUNTERED / k1 6 4 INV. IN EL.-V.I.F. tip, �✓ o,. / / \ lg TIN SEAL AT A DEPTH OF 162 (EL.=5.8t) 3.79 ate, T.O.W.:23.5 1\� �OfjO ° �p�Sb + NIt1 \ i o ! / " / / J I ( � ■ BOUND / \ I\ ty\ PR N0� �cc 0.75 \-P'�p ,*' ` / 1 /I / I \ \ \ \ \ CATCH BASIN DESIGN CALCOLA TIONS +23.62� �"' So „ ' , ; , , '. , / ASH OF Mq 20.83 E rr E �� o' 2 2� / / y`L / `J DRAIN MANHOLE OCCUPANCY: RESIDENTIAL 200 S.F./ PERSONyiN•�� 440t S.F. 200 S.F. PER PERSON = 37.2 PEOPLE ''' 20.58 O ' ' `r �� -.'`� PF-R F� I / \ i ♦ (S SEWER MANHOLE �° SE o. PROPOSED `` ��� -•"���,x RSA 1 � 16. ; POOL HOUSE AREA = 7, / DESIGN FLOW: 10 GPD PER PERSON X 37.2 PEOPLE = 372 GPD +' `\ / \ k� � CZl \ 8 56 'r / N ��� I ` ON-SITE DRAINAGE NOTE: o R I E O TELEPHONE MANHOLE � CI L N LOT 1 J' _- PERGOLA '�` v%y qry .�.-;.- +� 9• �� (SEE ARCH.) #OON� - PROP. '� L ' ALL ROOF RUN OFF SHALL BE COLLECTED BY GUTTERS AND ® MANHOLE o '4 5 Q SEPTIC TANK: 372 GPD X 300% = 1,116 GAL. - USE 2,000 GAL. TWO-COMPARTMENT SEPTIC TANK ]GARDINER LANE �- 5t \ `N 20. 3• 40 MIL. DOWNSPOUTS AND REROUTED TO LEACHING RECHARGE BASINS (LRB S) MONITORING WELL �' } \IMPERV. "PROPOSED LRB VIA 6" DIA. SDR 35 COLLECTOR PIPE (S=2% MIN.). CONTRACTOR TO ® ssr SOIL ABSORPTION A 431. x 18'W. PERC-RITE DRIP DISPERSAL FIELD CAN LEACH: �, a •y5 1 -14'DIA. X WID „s ° ONAL E Z 4 0a \• 2 { 17.0 LINER CONFIRM LOCATION OF LRB S pa GAS VALVE SYSTEM: Vt = (43 x 18) x .74 = 573 GPD > 372 GPD REQUIRED 0 N' \9 ON' S6 �' RIM EL.=17.Ot /COLLECTOR PIPES WITH ENGINEER PRIORwv �&� PROP. BLDG. \ 0 1a>--'-�"� s°�I 0 I f TO INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. D4 WATER VALVE PUMP CHAMBER: 1 DAY ABOVE ALARM = 372 GAL. +20.58 \\ SEWER EXIT t�` 6`0 INV. IN EL=V.LF. 1 DOSE = 372 GAL. y �pR\ \ 1 N (CONFIRM ELEV. W/ HAWK HYDRANT ` PR �,d3 /' _ : cq o BOCCE COURT DRAIN SPECS SUMP = 624 GAL. i \ �. Cr4- TOTAL = 1,370 GAL. - USE 1,500 GAL PUMP CHAMBER I , A\ k-4 6� 7 M PRIOR TO INSTALLATION) ® ELECTRIC METER �,WN PROPOSED DRAIN \ G' ® PULL BOX W PERC-RITE: REQ. LENGTH OF TUBING = 774 S.F. / 2 = 387 FT, USE 400 FT (MIN.) PER OAKSON MASS. DESIGN MANUAL I �� 23 o P (SEE HAWK PLAN) 1, a �' ��525 ' , ►R" DRAINAGE & SEPTIC DETAILS: a CABLE N BOX FTC 10 RUNS X 43 FT = 430 FT > 400 FT (MIN.) \ USE SINGLE ZONE, SIDE FEED PERC-RITE SYSTEM WITH 1 LATERAL AND 10 RUNS \ \ Zh f ® TELEPHONE BOX ►� \. �ppty ( SEE SHEET C2.5.3 FOR PROPOSED SEWAGE DISPOSAL SYSTEM DETAILS, INSTALL ONE ( 1 ) - 43'L. x 18'W. PERC-RITE DRIP DISPERSAL FIELD �' 26 ( ►+ `\ m \ J ,. • DRAINAGE DETAILS, ELEVATIONS AND ADDITIONAL INFORMATION. REFER LIGHTPOST O ONE ( 1 ) - 2,000 GAL. TWO-COMPARTMENT SEPTIC TANK, MINIMUM ALLOWED I r, _ _•. TO SCHEMATIC PROFILE VIEW FOR PROPOSED SEWAGE DISPOSAL SYSTEM ONE ( 1 ) - 1,500 GAL. PUMP CHAMBER W/ HYDRAULIC UNIT *** \� / SIZES, INVERT ELEVATIONS AND ADDITIONAL INFORMATION. MISC. SIGN 2.5 L1 \ \ • \ o, r . 6,5515" W `\ // PROPOSED POST O W GENERAL NOTES CONSTRUCTION NOTES / _+ / f .• 'v:• ,' TERRACE W/ \ �''' r/ �,.\ 2g . j ! / FIRE PIT UTILITY POLE 14 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 1. INSTALLER TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH ENGINEER / • \ 11 „e' I,4 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL PRIOR TO CONSTRUCTION. \ , ''` -. GUY POLE SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON 2. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE \\2 - -- ' /. PROPOSED \ W W THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY WITH A BEEN INSTALLED. 2+ i PROPOSED, 1 PROPOSED POOL FENCE k NOTE: GUY WIRE MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 3. INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL CHAMBERS AND - +22.5 / 2,000 GALLON / 1,500 GALLON ( •) THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO a 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING TANKS. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS TWO-COMPARTMENT j PUMP CHAMBER W/ TREE W CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS AND REPORT ANY DISCREPANCIES TO THE FOLLOWS: SEPTIC TANK k THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL I -.r HYDRAULIC UNIT *** LOT 3 Fey w DESIGN ENGINEER. - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. -' ._ GARDINER LANE CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND WETLAND FLAG 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM (CONTACT ENGINEER AT START OF PRESOAK I ✓ , ° LOCAL BOARD OF HEALTH REGULATIONS. Q Cn SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE EDGE OF WETLAND ^' r� ' l 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN - ENGINEER TO RE-MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK V n ~ ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH, ALL REQUESTS FOR CHANGES SHALL - ENGINEER TO RE-MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK FENCE �T� W BE MADE IN WRITING PRIOR TO CONSTRUCTION. 4. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO SYSTEM BEING �•L� V) 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF PLACED INTO SERVICE TO DEMONSTRATE OPERATION OF SYSTEM. TEST TO =01 W. OVERHEAD UTILITY LINE O/ O THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. BE WITNESSED BY ENGINEER AND BOARD OF HEALTH. PLAN INSPECTION NOTE Fey O 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO POWER, CONTROLS AND ALARMS 0 CONTOUR � a a EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS DEP TOC8 TOP OF COASTAL BANK '� M 1. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, CONDUIT, -V�--- AS DEFINED BY MA DEP � 8) THE EXISTING SEWAGE DISPOSAL SYSTEM SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED; 30 15 0 30 90 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. � OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN AND WIRING FOR A COMPLETE AND OPERATIONAL SIMPLEX PUMP SYSTEM IN POLICY 92-1 COARSE SAND. ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER (25% > SLOPE > 10%) 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE 2 UNDERGROUND TO ALL EQUIPMENT.POWER AND ALARM WRING SHALL BE PLACED IN CONDUIT AND RUN PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON DOH #1 CEC TEST HOLE LOCATION W W MEANS IN ORDER TO LOCATE THEM ONCE BURIED. SIEVE PERCENT 3. ALL MANUFACTURER SUPPLIED CONTROL AND ALARM PANELS SHALL BE WALL REQUIRED INSPECTIONS, Z (SEE SOIL LOGS) IF APPLICABLE: SIZE PASSING 1 inch = 30 ft. O MOUNTED AT THE BUILDING. (LOCATION MUST BE APPROVED BY OWNER) PERC-RITE SYSTEM SHALL BE INSPECTED ONCE PER YEAR W ►.� Q 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF HYDRAULIC UNIT 4. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. (THIS AREA IS SERVED BY TOWN WATER) l'' ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT # 4 100% (SEE THIS SHEET AND SHEET C2.5.3 FOR DETAILS) (PERPETUAL MAINTENENANCE AGREEMENT REQUIRED) PROPOSED w NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL # 50 10%-100% *** CONTRACTOR MM CONFIRM FINAL LOCATION WITH -[�- CONTOUR Z SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 # 100 0%-20% ENGINEER PRIOR TO INSTALLATION, INSTALL UNIT AND PIPING a W SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: # 200 0%-5% IN ACCORDANCE NTH MANUFACTURER'S REQUIREMENTS - 20.6t SPOT GRADE O EZ 1.5" DIA. SCH 40 PVC REFER TO COLD CLIMATE NOTES. LIMIT OF WORK/ " W PROPOSED POOL HOUSE 40 MIL SEDIMENTATION BARRIER FLUSH RETURN PIPE 30" CAST IRON SEE SOIL REMOVAL NOTE TOP OF FIN. FLOOR EL.=22.50 FROM HYDRAULIC UNIT RAISE COVERS TO A18E0 FILTER RAISE COVER TO COVER TO ( ) IMPERVIOUS C.O. CLEAN OUT a E (SEE ARCH. FOR T.O.F. & F.F.E) A1800 SERIES WITHIN 6 OF (0.5% MIN. SLOPE) WITHIN 6 OF FINISH GRADE 43' LINER _ W �o MODEL 4X22 FINISH GRADE AIR RELEASE VALVES WATER SERVICE E-• �-..,( E., FINISH GRADE (HIDE IN PLANT BED) FINISH GRADE=VARIES (SEE PLAN) FINISH GRADE=19.0t FINISH GRADE=18.7t F.G.=18.5t MAX. TO 18.2t MIN. ----------------------------- GAS SERVICE W N f- 9" MIN. 6" MIN. AND ----------------------------------------------------------------------------------------------------------- ---- -------- rn ELECTRIC SERVICE O � a .• .• .• MAX. .• IN CONNECTIVE ROUTE ( V 4" DIA SCH 40 PVC PIPE 3' 3' MAX. OF ----------------------------------------------------------------- ------------------------------------------------------ 2" _______ NAGE PIPE 2' MAX r. ° ^ TER CO ECTIVE K C) MIN. LAYERSCALE OR AS REQUIRED BY MASS T �.••. ,� 4" DIA SCH ------ ( 0 SDR 3 S 2% MIN.)�. .,• CLEAN SAND 3 CODE DROP:2' min. FLOW 40 PVC PIPE `-------- ---- '------------------------- PLUMBING - • :. , -- - - .+ • :. y 16.80 5 DRAWING FILE NOTED 3" max. LINE ---• --------- ------------------------- -------------- -------- ----- ----- ---- ------------------- o YD - YARD DRAIN z '-- C18614-CONSTRUCTION.DWG O (SEE HAWK PLAN) -------- ------------------------------------- - ----------------�-------- H �: 10" SEE 10 SEE 15.75 j SEE PERC-RITE DRIP DISPERSAL -----------------'--"'-'-"--- - �" - -------------- cM GAS METER DATE 16.30 16.00 BELOW BELO ;. SEE SHEET C2.5.3 FIELD LAYOUT (THIS SHEET) ��•. • . LIQUID DEPTH • ' --------------------w---------------==-------------------------------------- -------------------------------------- z FOR TYPICAL PUMP TANK AND ALARM AND PERC-RITE ALONG WITH SHEET C2.5.3 -- ------ _ -- V� PROPOSED IRRIGAl10N WELL DRAWN BY 2,000 GAL 15.65 HYDRAULIC UNIT DETAIL " LAG PUMP "ON" ------ -- - ----------------- MJB/PMJ p THE MINIMUM SLOPE FOR COMP. 1 TWO-COMP. COMP. 2 6 " FIELD DIMENSIONS: - - ___ ____ -__ v 4" DIA SCH 40 PVC PIPE SEPTIC TANK 1 3 VOLUME '• LEAD PUMP ON DEPTH TO I -- �, CHECKED BY (2/3 VOLUME) ( / ) 43 L X 18 W ESTIMATED HIGH -_ -, _-- _-- _-- ___-_ ___ __� ---- --------- _ _-- _ - PROPOSED 25 =� IS 1 8" PER FT W SANITARY 6" ° / W/SANITARY "OFF" GROUNDWATER= 10.1't r IRRIGATION WELL ------------=-- =-=---------=----------------- -- .------------1_ .__�- -_ TEES , '' ---- -------------------- PROTECTION RADIUS °p 0„ `• ` ' ` SUMP - ESTIMATED HIGH ----- -- - -- ---------------------------------------- ----------- -- - -- ---- ------- -- -- C) J 2 N •.,; �.. . •••, .• GROUNDWATER �� `-------------------- ---------� Q 00 lip EL.=6.7t �� G GAS BAFFLE USE COMPACTED BASE �/ Q�i 1.8' SPACING (TYP.) -� COMPACTED BASE 'TUF-TITE' OR - Q 00 L=13't W/ s LAYER OF 1,500 GALLON EFFLUENT DOSING CHAMBER w/ s LAYER OF PERPETUAL MAINTENANCE AGREEMENT CRUSHED STONE APPROVED (H-20) CRUSHED STONE PERC-RITE SYSTEM MUST BE INSTALLED BY A PER DRIP DISPERSAL FIELD LAYOUT SIDE FEED REQUIRED WITH PERC-RITE SYSTEM C2*3o3 o EQUIVALENT 0 L=4 t (INSIDE TANK DIMENSIONS: 10'L x 5'w) CERTIFIED INSTALLER APPROVED BY ENGINEER. SEE SHEET C2.5.3 FOR MORE INFORMATION POOL HOUSE LIQUID DEPTH OUTLET TEE DEPTH � BELOW FLOW LINE NOTE: 4 FT 14 INCHES SCHEMATIC FLOW PROFILE ISSUED FOR POOL PERMIT 08-06-2018 ALL WATER FIXTURES TO BE WATER TESTED BY 5 FT 19 INCHES �OF ? SHEETS CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR PERC-RITE DRIP DISPERSAL FIELD q 6 FT 24 INCHES w TO INSTALLATION OF ANY SYSTEM COMPONENTS. 7 FT 29 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 PROJECT NO. NOT TO SCALE v C18614.00 CollC7 � q � J -7/1cl. (64frI" (4�: AIR RELEASE VALVES WITH 1/2" SUPPLY& RETURN MANIFOLD GREEN VALVE BOX COVER VALVE BOX INSERTED THROUGH 7" COVERS TO GRADE DRIP TUBING COVER SHALL COLD CLIMATE NOTES: AT FINISHED GRADE HOLE IN FOIL WRAP INSULATION (HIDE IN PLANT BED) LOCATED ABOVE DRIP TUBING TO CONSIST 2" MIN - 6" MAX I� ALLOW MANIFOLDS TO DRAIN CLEAN SAND COVERED BY 6" 1. ALL ATTEMPTS SHOULD BE MADE TO PLACE THE HYDRAULIC UNIT IN A LOCATION WITH AN OPEN SOUTHERN EXPOSURE FOR WARMING PURPOSES. MANIFOLDS AND LATERALS BENEATH 2' VERTICAL SUPPLY& 2. ALL PIPES ENTERING AND LEAVING THE HYDRAULIC UNIT SHALL ELBOW VERTICALLY DOWN 90 DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO FOIL WRAP INSULATION SHALL BE INSTALLED '`i`'`'"" <: X 2' FOIL WRAP INSULATION LAID FLAT COASTAL RETURN LINES LOAM &SEED OVER TUBING (PER COLD CLIMATE NOTES) INSULATED (PER EXISTING GRADE (SEE LANDSCAPE PLAN) EXTENDING AWAY FROM THE UNIT HORIZONTALLY. COLD CLIMATE 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE. WHEN THIS IS NOT POSSIBLE, RIGID FOAM INSULATION (MIN 1"THICK) engineering co. SHALL BE PLACED OVER THOSE PIPES THAT ARE ABOVE THE FROST LINE. ALL LATERALS SLOPE NOTES) 4. THE VERTICAL SECTIONS OF PIPE THAT TRAVEL THROUGH THE FROST ZONE AND CONNECT THE SUPPLY AND RETURN LINES TO THE MANIFOLDS SHALL RIGID INSULATION BOX DOWNHILL TO DRIP TUBING 260 Cranberry Hwy.Orleans,MA 02653 DEPTH BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL CONSIST OF FOAM PIPE WRAP INSULATION AND 1" RIGID FOAM INSULATION STRIPS MADE INTO A AROUND VERTICAL PIPES FOR SELF DRAINAGE 508.255.65U P 508.255.6700 F BOX. (SEE INSULATION DETAIL) 5. FOIL WRAP INSULATION SHALL BE PLACED OVER THE SUPPLY/RETURN MANIFOLDS AND LOOP CONNECTORS SO THAT AT LEAST 1' OF INSULATION ti ti EXTENDS EACH DIRECTION BEYOND THE FITTINGS. (SEE INSULATION DETAIL) a 6. AIR RELEASE VALVE ENCLOSURES SHALL BE INSULATED WITH BAGGED STYROFOAM PEANUTS, FOIL WRAP INSULATION, AND RIGID FOAM INSULATION TOP VIEW rna INSIDE THE LID. (SEE INSULATION DETAIL) 4' MIN 7. ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED (MINIMUM 1" - 2") SO THAT THEY DRAIN INTO THE DRIP TUBING AFTER THE PUMP RIGID FOAM INSULATION MAIN SUPPLY& SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE LOOPS STAY ELEVATED DURING AND AFTER THE LOOPS ARE VALVE BOX INSERTED AIR RELEASE COMMON RETURN BACKFILLED. THROUGH 7" HOLE IN VALVES MANIFOLDS AND LATERALS LINES LOCATED 1/2" PVC FLEX 8. DENSE VEGETATIVE COVER IS TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH, MANIFOLDS, AND DRIP TUBING PRIOR TO THE FIRST FOIL WRAP INSULATION BENEATH FOIL WRAP INSULATION BELOW FROST LINE - ESHWT RETURN LOCATED EXPOSURE TO FREEZING TEMPERATURES. IF VEGETATION CANNOT BE ESTABLISHED THEN THE ENTIRE DRIP DISPERSAL FIELD IS TO BE COVERED WITH FINISHED GRADE F� /dt ABOVE DRIP TUBING A THICK LAYER(MINIMUM 6") OF MULCH, STRAW/HAY, OR FROST BLANKET UNTIL SUCH TURF COVER IS ESTABLISHED. FOIL WRAP INSULATION SHALL BE PERC-RITE FIELD (43'X18') TO ALLOW DRAINAGE 9. VEGETATION HEIGHT OVER THE DRIP DISPERSAL AREA SHOULD BE A MINIMUM OF 4" - 6"THROUGHOUT THE WINTER MONTHS. INSTALLED AROUND VALVE BOX & STYROFOAM PEANUTS Note: All Perc-Rite components shall be obtained ABOVE MANIFOLDS AND LATERALS IN BAG from Oakson, Inc, Gloucester, MA., 978-282-1322 (NOT TO SCALE) (PER COLD CLIMATE NOTES) v NOTES: SUPPLY AND RETURN LINES a: NOTE: CLEAN 1/4" - 1/2" CRUSHED STONE 44 w NOTE: THE DRIP TUBING SHALL BE THE LOWEST RETURN MANIFOLD 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO BELOW FROST ZONE (TYP 4'). POINT TO ALLOW FOR DRAINAGE FROM BOTH THE THE PIPES TO DRAIN. INSULATE LINES WITH RIGID Q VERTICAL INSULATED SUPPLY AND RETURN PIPES AIR RELEASE TO BE LOCATED ABOVE 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON THE SUPPLY ALLOW FOR THE LOOPS TO DRAIN. FOAM BOARD WHEN PROPER a Z SUPPLY MANIFOLD DRIP TUBING TO ALLOW DRIP FLEXIBLE FOAM OR RUBBER O w o 1/2" PIPING TO BE VALVE AND RETURN LINE FOR EACH ZONE. FROST DEPTH CANNOT BE O 0 THE MANIFOLD TO DRAIN 1" MIN. TUBING PIPE WRAP INSULATION 0. z � LOCATED ABOVE DRIP 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. AROUND VERTICAL PIPES ACHIEVED. O 5 TUBING TO ALLOW THE PRESSURIZED 4. RETURN LINES TO BE CONNECTED TO A RETURN LINE. RADIUS O RAM INSERT w MANIFOLD TO DRAIN DRIP TUBING + # + CHECK VALVE FOR DRIP ADAPTER RIGID INSULATION BOX Q + + + + y MULTIPLE ZONE VALVE BOX WITH 1/2" MIN LOOPC 12 AROUND VERTICAL PIPES CROSS SECTION + + + +• SYSTEMS ONLY RIGID FOAM INSULATION (TYP)� PVC FIP VERTICAL INSULATED + AIR RELEASE ' 1/2" FLEX PVC TUBING w RETURN PIPE + + + VALVE + • + INSERTED UNDER COVER 4' LENGTH (TYP) ADAPTER C, (PER COLD CLIMATE +- + •�- VERTICAL INSULATED w NOTES) + + AIR RELEASE INSULATION DETAIL FINISH GRADE + RETURN PIPE VALVES NOT TO SCALE) j (PER COLD CLIMATE i TYPICAL DRIP LOOP CONNECTION 1/2" PVC RIGID NOTES) RETURN (NOT TO SCALE) RETURN PIPE MANIFOLD PVC PRIMED TREADED CONNECTION WITH 5'-0" 6'-0" 5'-0" 1" PVC SUPPLY PIPE BELOW FROST LINE SUPPLY AND GLUED TEFLON TAPE 14-0 BELOW FROST LINE DRIP TUBING 1" PVC RIGID MANIFOL I I / %� / 6' DIAMETER (H-20) PRECAST CONCRETE LEACHING BASIN. INSTALLATION DEPTH 6" MIN J � � AS PER DESIGN PVC FLEX DRIP o / o .-.1/2" SHOREY LCB-1000-H-20 OR IL oo H FOIL WRAP INSULATION SHALL \ FLEX PIPE EQUAL Q BE INSTALLED OVER TUBING FORCE MAIN INSTALLATION *** \ 1 2 1" RETURN TUBING o O o 0 SITE CONTRACTOR TO COORDINATE / 1YP ADAPTER FITTING (PER COLD CLIMATE NOTES) DEPTH TO BE BELOW THE FROST LINE LOCATION OF IRRIGATION LINES WITH SEPTIC 1" SUPPLY \ RETURN ( ) BARBED RAM 3/4" - 1 1/2" DOUBLE (TYp) 1/2" SUPPLY PVC FIP INSERT FITTING WASHED CRUSHED STONE STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD SYSTEM INSTALLER PRIOR TO THE INSTALLATION (NOT TO SCALE) (TYPICAL ALL DRAINAGE z OF ANY SEPTIC SYSTEM COMPONENT. TYPICAL MANIFOLD CONNECTION CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE (NOT TO SCALE) 16'-0" RECHARGE BASINS) SEAL (16Lx10' Wx6' D. ) (14' DIA. x 6' D) FLOWMETER TYPICAL DETAILS OF LEACHING RECHARGE BASIN (LRB) �y���"'OFMAssq�,y SUPPLY VALVE ° SE, ift G DISC FILTERS NOT TO SCALE �� ICE ,IVIL U) FIELD FLUSH VALVE HYDRAULIC �0 G/S 6 TE�� HOUSE UNIT SS/ONAL ENG e 1 1/2 GRAVITY RETURN 26 HEAVY DUTY CAST IRON s TO SEPTIC TANK FRAME &COVER TO FINISH GRADE /// PRECAST CONC. RISERS W/SEALED JOINTS 9 (0.5% MIN. SLOPE) FLUSH RETURN FROM HU 4 MIL POLY OVER A 4" FINISH GRADE S FIELD LAYER OF 1/8" TO 1/2" STONE SUPPLY BACKFLUSH VALVE 6" DIA. SDR 35 PVC UNLESS OTHERWISE [--� 1" RETURN SEPTIC TANK/ NOTED ON PLAN AT LEACHING RECHARGE 3/4"TO 1 1/2" DOUBLED WASHED STONE RETURN BASINS PRECAST H ►--d TREATMENT TANK PUMP �� CHAMBER SUPPLY TO CONCRETE SIEVE PERCENT 1 1/2" SUPPLY FROM 1 SUPPLY HYDRAULIC UNIT z z LEACHING SIZE PASSING O PUMP CHAMBER � � � BASIN H-20 #4 100% M o # 50 10%-100% �y ROOF DRAIN COLLECTOR PIPES FROM .� # 100 0%-20% DRAIN SPOUTS USE 6"DIA. SDR 35 ,� # 200 0%-5% PERC-RITE HYDRAULIC UNIT (15 GPM) 2-0 , 4-0 6-0 2-0 , 4-0 w > PVC (NOT TO SCALE) TYPICAL SYSTEM HYDRAULIC PROFILE 10 0(TYPI 14L-0" (NOT TO SCALE) NOTES: (SEE PLAN) H W INSTALLATION INSTRUCTIONS: 1. ** DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE O 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6" DOWN INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SYSTEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED FROM THE TOP OF THE RISER. CUT THE EXTENSION PIPE (BY OTHERS) CONTRACTOR PERFORMS A 5' SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO TO THE LENGTH NECESSARY TO REACH THIS HEIGHT. CUT HALF OF THE CONTROL UNIT PANEL TOP OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). N PIPE DOWN 12"TO 18" AWAY FROM THE TOP OF THE PIPE FOR A PUMP MOUNTED IN AN EXTERNALLY 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE DISCHARGE PIPE AND ATTACH TO RISER. (SEE DETAIL A) ACCESSIBLE LOCATION SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN w 2. GLUE THE EXTENSION COUPLING (BY OTHERS)TO THE EXTENSION PIPE Detail A (LOCATION MUST BE ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: AND TO THE COOL GUIDE. APPROVED BY OWNER PRIOR 3. FOR REUSE OF EXISTING CONCRETE PUMP CHAMBERS: GLUE ON THE TO INSTALLATION) TYPICAL END VIEW OF LEACHING RECHARGE BASIN (LRB) w COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN THE 112"-18" * FINAL LOCATION OF HYDRAULIC UNIT BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER WITH I D-THE DAILY DESIGN FLOW FOR THE SITE MUST BE APPROVED BY LANDSCAPE NOT TO SCALE THE ANCHORS AS SHOWN. ARCHITECT PRIOR TO INSTALLATION 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR THE FLAT CAP GENERAL PERC-RITE DISPERSAL SYSTEM CONSTRUCTION NOTES: w 2 TO THE BOTTOM OF THE TANK IN THE PROPER LOCATION TO HOLD THE SCH 80 UNION RIGID FOAM INSULATION a p� COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE GLUED TO NO WEEP HOLE CONDUIT TO PANEL 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. THE DEVICE. ATTACH THE EXTENSION WITH THE ANCHORS AS SHOWN. FLOAT TREE IF GATE VALVE TO BE DRILLED BY CONTRACTOR 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD OCCUR ON THE DISPERSAL AREA OTHER THAN W 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. `ID THREAD THEM INTO THE PUMP DISCHARGE. JUNCTION BOX 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE STATE AND LOCAL CODES PERTAINING TO ON-SITE WASTEWATER SYSTEMS AND 6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. - =// HYDRAULIC 11= THE PERMIT FOR THE SITE. w E 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER CHECK VALVE //Z/ UNIT * �11=1 - 4. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN PLANS, ALL WORK SHALL STOP4 SUPPLY LINE FLUSH RETURN TO //�//-//-//,//-//, //�//�//�/ :� 11:11= F F o INTO THE GUIDE TUBE. , , , , _ , , , IMMEDIATELY AND THE DESIGNER AND INSPECTOR SHALL BE NOTIFIED. ANY ONGOING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. v ADAPTER BELOW FROST OR SEPTIC TANK. ; ; ; ; ; ; ; ; w E-• 8. ATTACH TO DISCHARGE PIPE, VALVES, AND CONNECT ELECTRICAL AND ATTACH 5. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW, A STATIC PLOW, A NARROW TRENCHER(< 6 WIDE), BY HAND TRENCHING, OR BY SCARIFYING THE rya SPECIFIED. AS PER INSULATED 11;�,�1,11,11; - --- SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE REQUIREMENTS FOR FILL MATERIAL IN THE STATE CODE. FOR SAND FILL SYSTEMS, COOLING COLLAR UNDISTURBED 6" GRAVEL VERTICAL PIPE TO BE a a NOTE 1 \ UNDISTURBED INSULATED COVER CONSISTING OF 2" OF THE SAME SAND AND THEN TOPSOIL MEETING THE APPROVED DEPTH REQUIREMENT SHALL BE PROVIDED. Q TO HU Y EARTH EARTH _// 6. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL TO THE CONTOUR. SCALE 1=��=I�=����' 7. AIR RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE IN AN INSULATED VALVE BOX BUT AT AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN AS NOTED 1-1/2" SCH 40 EXTENSION 1:11=N=11= ��lllllll`Hll 8' OF STATIC LIFT TO HU (MAX) THAT PARTICULAR ZONE. DxAwrrrG FILE COUPLING COLLAR(BY ALARM 1=11�11=11_� '//�//�//�//�// WATERTIGHT //,//,//,// FLUSH RETURN 8. VEGETATIVE COVER MUST BE REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. C18614-CONSTRUCTION.DWG o OTHERS) 6" SEAL 1�11 11%li �'�;//�_// SUPPLY 9. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC, AND DRIP TUBING OF SIZE 2" OR SMALLER SHALL BE ACCOMPLISHED WITH PIPE CUTTERS. NO SAWING IS PVC COUPLING PEAK ENA E 11=11.11=, - ALLOWED. DATE INLETS INSERT (BY OTHERS) 6" =11=11=11= PUMP DISCHARGE TO HU 10. ALL RIGID PVC PIPE, FLEXIBLE PVC PIPE AND DRIP TUBING SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION DRAWN BY "��%11%11.II= DEBRIS FROM ENTERING THE PIPE. PMJ o DRIP ENA L ,i- --.z:11.1\ ° ° OFF ,%11;11_=1\=11 11. PRIOR TO GLUING, ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR CHECKED BY 0o 0 0 0 0 0 0 o SEE INSERT '°' 20� .11�11%11 11 11' DRIP ENABLE FLOAT ELEVATION TO BEING GLUED. FLOW > 5 0 0 0 0 o SCH 40 PVC o 0 0 16" ,��, 12. ALL PVC PIPE AND FITTINGS SHALL BE SCH 40. 00 X u 4s FLOW =11=11= 13. WHENEVER POSSIBLE, ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK- FILLED BY PRESSURIZING THE SYSTEM AND OBSERVING FOR o �* COOL GUIDE AND =11=11�"" PERPETUAL MAINTENANCE AGREEMENT LEAKAGE. 14. THE HYDRAULIC UNIT SHALL BE PLACED ON TOP OF THE SEPTIC/TREATMENT TANK, PUMP CHAMBER, OR ON A BED OF 4" - 6"THICK 3/4" GRAVEL IN A LOCATION OPTIONAL PUMP REQUIRED WITH PERC-RITE SYSTEM FLAT CAP ANCHOR BOLT 30' MAXIMUM DISTANCE WITHIN 30' OF THE PUMP. 00 THROUGH END 15. IF STANDING WATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT, A SCREENED DRAIN TO DAYLIGHT IS REQUIRED. C2*5*3 CAP 16. ELECTRICIAN TO PROVIDE SEPARATE CIRCUITS FOR THE PUMP AND CONTROLS/ALARM, OR AS REQUIRED BY STATE AND LOCAL CODES. U o Cool Guide PERC-RITE SYSTEM MUST BE INSTALLED BY A 17. ALL CONDUIT ENTERING THE CONTROL PANEL SHALL BE SEALED AT BOTH ENDS TO PREVENT CONDENSATION OR GASES INSIDE THE PANEL. P POOL HOUSE Patent No. 6,262,689 CERTIFIED INSTALLER APPROVED BY ENGINEER. DRAIN. & SDS DETAILS TYPICAL PUMP TANK HYDRAULIC UNIT DETAIL ISSUED FOR POOL PERMIT 08-06-2018 w 2 OF -1 SHEETS un PERC-RITE HYDRAULIC UNIT (15 GPM) ( ) q (NOT TO SCALE) PROJECTN Sn w 0 C18614.00