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0043 SILVER LANE - Health
43 SILVER`LANE. ' I IYANNIS r a A = '268` -` 157 r - t 'r w TOWN OF BARNSTABLE LOCATION Y� aAe &a&d�EWAGE#C�J9' 1-3- VI;LAGE ASSESSOR'S MAP&PARCEL �'/5-7 INSTALLER'S NAME&PHONE NO.a/;1h: ' E&Trd J7iA j T74 ,392-06g8 SEPTIC TANK CAPACITY I LEACHING FACILITY.(type) A[r(, 31 #,*P1ftf1fJ (size) J�rtWS t4� NO.OF BEDROOMS OWNER '/ Viola FIS1 PERMIT DATE: 7 COMPLIANCE DATE: JI 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 fie t of leaching facil' Feet Edge of Wetland and L g Facility(I any w tlands exist within 300 feet of leac cility) Feet FURNISHED BY Av i.3 a-i-zq By- C! —22 a .u4 C2,32.q cq- Cs- s3.R ®6"2Y JDI- i9�/ No. J 9� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplitatlon for Misposal *pstrm Construction Permit C4 Application for a Permit to Construct( ) Repair( ) Upgrade(Jr Abandon( ) ❑Complete System ❑Individual Comporients Loca ion Address or Lot No. Owner's Name,Address,and Tel.No. H3 Spvrw 1, Whti6lr►^r vio Assessor's Map/Parcel Installer's Name Address,and Tel.No. �,���3 y2 qg Designer's Name,Address,and Tel.No. Type of Building: Li Dwelling No.of Bedrooms L Lot Size sq.ft. Garbage Grinder( ) Other Type of Building khhA.L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) n gpd Design flow provided 632.9 gpd Plan Date 1S 0/'-1 Number of sheets Revision Date Title pyfzpsed S�� i_�'u S� I�i/�) Iola n q3 njVtr L �►� N�S Size of Septic Tank c�1I(/ Type of S.A.S. Description of Soil W,hAAJ bA Ld (A Nature of Repairs or Alterations(Answer when applicable) 1Sty &(/l Jo n wi w�-, 1,( (j.4 ri) sAS 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. SignedA Date Application Approved by Date �- Application Disapproved by Date for the following reasons Permit No. Date Issued F No. Fee DS THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippli ration for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. l-{3 SIIVCV l.AK l' lnlillldi►^ F VIDI A Fl S } Assessor's Map/Parcel Installer's Name,Address,and Tel.No. i-1 (,1)3.92£ qg Designer's Name,Address,and Tel.No. �'] hltS F�c 1-h�1.nun. Werr-,r C. P-n fs 1 pe of Building: Dwelling No.of Bedrooms Lot Size sq.8. Garbage Grinder( ) Other Type of Building 6 h c No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �1�1) gpd Design flow provided 532.9 gpd Plan Date � �) Number of sheets Revision Date Title Vnh(,)<P/( �f v ! 11 tip 11A u k"d" P&n 4; �)JVLY L&X9- 04 01tt(S, Size of Septic Tank l Type of S.A.S. ) P YP � ''��( �h l� A-�(1�-�� ���'��a,4 h 11 Description of Soil ,( D4,14 (a /l. Ct►`.et i Nature of Re airs or Alterations Answer when applicable) I�(� P (. PP ) l,� �1 Qi�f1�i 11 S-1�1I `�^ �E(W .(Lb x 'r.t.:. ,.I Date last inspected: Agreement: �� 4! The undersigned agrees to ensure the c'ohstruction and`maintenance`of the afore described on-site sewage disposal system in 11 jr accordance with the provisions of Title 5 of the Environmental Code andnot to place°the•system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed , Date ' Application Approved by -t / �' 1 Date Application Disapproved by �/ ` Date for the following reasons Pk �;• ;Permit No. �6( Date Issued + s j r THE COMMONWEALTH OF MASSACHUSETTS I �� BARNSTABLE,MASSACHUSETTS ' Certificate of Compliance I , ' 1 X' THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(. ) Repaired( ) Upgraded Abandoned I �Jh J� `SX�GtV ( J� CA 5 at "! AS ' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.9 01 - >��- dated Installer OMMJ , II-) 010/ Designer b HC ZAC #bedrooms Approved design vow gpd r ' The issuance of this permit ,hall -not-be construed-as a guarantee that the syste�f0 ction desi med. - Date �� � � / f Inspector`1- �.----------------------- - — - - .. No. �o l l— 3��— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstent Construc(✓)t' n Permit Permission is hereby granted to Construct( ) Repair�( ) Upgrade Abandon( ) System located at ;� S /keK 1 11p /�/�j 6 h A t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date i (' 7�` �- _ Approved by ..ate. Town of:Barnstable �q SHE TQ Regulatory Services Richard V.Scali, Interim Director ' BARNSTABLE, Q Mnss: Public Health Division FOMat° Tit omasAUK'can,Director t{ `! 200 iYlain Street,Hya in+s,MA'02601 i Office; 508-862-4644 Fax SOS'-i90=63() 1 Installer&.Desiener Ccrtification Form. � Date: I 21� t7 Sewage.Pci•mittt Assessor's Map\Parcel Designer: 1 elA ricer,G,_E;.t)oAi�s+ (nc Insttillci'; ®J+^-�S CEw:ev t, y Address: I.Z 0, Ceb R-j Address: 3� 2�d��1���d 9l re s t da 12 ►'JttA C�26�i y (�1 cz s,4�P �? JV V- �4,t el ----- , t ---- E ij On L�1.i2r n h 5 xcSi�Ya�c� w.as isst ed,a permit to install a, (date): (installer) septic system at G I"i fit"` `S _based on a design drawn by feeler % tMt_G.,+ (address) I 1-� Gyui irie-e-r,".nct C/Jb,''la.s ��t C: _ dated tdesitnerj -- t certify.that the septic system referenced above was instal led,substantially according to the design, which may include Minor approved changes such as.lateral relocation of the distribution boa and/or septic tank. Strip out (if requi ed) was inspected and the soils were found satisfactory:, t certify that'the septic syste ia'reI erenced above Wzs instilled 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 d as-bti (C by design p(to'follow. Strip out ffi ired)ivas inspec cd and"the soils were-found satistact ry. e _ t/ 1 c,,6rtifv that the/sy ci i referenced above was constructe nce with the terms of/the AA approval:letters(if applicable) ���HOF PETrE—R T MCENTEE CIVIL ilnstal.ler's turc); NO.35109 ago STE esigneCs Signa-ture)" (Affix Designers anip.Here) PLEASE:RETURN TO BARNSTAt3LE 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,, G� THANK YOU: _ Q:\5cptic\DcsiengrCc,t,tic;ilignhnnn'Cte a Y� r -r ,1 S Bk 30915 P9311 0`59786 Of 11-21--2017 & 03 2 00P 4.n.. Q9ED RESTRICTION T/ WHEREAS,William A. Fish and Viola A. Fish, husband and wife,of 43 Silver Lane D Hyannis, MA 02601, are owners of 43 Silver Lane, Hyannis, MA, and being shown Nwu as Lot 21 on a plan entitled "Plan of Land in Hyannis-Barnstable, Mass.for E.P.C. Trust, Scale 1"=60', dated May 26, 1967,, Charles N. Savery Inc. Registered Engineers Surveyors, Hyannis, Cape Cod", which said plan is duly filed in Barnstable County Registry of Deeds in Plan Book 213, Page 85. WHEREAS,William A. Fish and Viola A. Fish, owners of said lot have'agreed with the Town of Barnstable, Board of Health, to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CM 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. Al WHEREAS,the Town of Barnstable, Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the ` number of bedrooms in any house constructed on said lot be put on record with the V Barnstable County Registry of Deeds by recording this document. NOW THEREFORE,William A. Fish and Viola A. Fish hereby place the following restriction on their above referenced land in accordance with their agreement with the Town of Barnstable, Board of Health which restriction shall run with the land and be binding upon all successors in title: a' 1. 43 Silver Lane, Hyannis, MA may have constructed upon it a house containing no more than four(4) bedrooms. William A. Fish and Viola A. Fish agree that this shall be a permanent deed restriction QAffecting the dwelling located at 43 Silver Lane, Hyannis, MA and being shown as Lot 21 in Plan Book 213, Page 85. 0 t Bk 30915 Pg312 #59786 For title of William A. Fish and Viola A. Fish, see the following Deed: Book 1420, Page 85. Executed as a sealed instrument this C ay of 2017. 46 /A/'&';///I-AdY er s s n ure1 I COMMONWEALTH OF MASSACHUSETTS ss Date/bLtL-6- �� , 2017 Then personally appeared the above named Vill known to me to be the person/s who executed the following instrument and acknowledged the same to be their free act and deed, before me. Notary Public My commission expires: (date) PRIA&�, W ysoN $ Notwy Pubfid NWONWIKI 11 of IWASSACiftEM :MY_rortjjU"Ion`.dos sore. BARNSTI� REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 2 Town of Barnstable aFTME Regulatory .Services ti °s Richard V. Scali, Interim Director Public Health Division Thomas McKean, Director 200 Main Street,,Hyannis,MA 02601 Office: 508-862-46,44. Fax: 508-7*6304 Homeowner Certification Form for Alternative Systems. Property Address: ail ve--- l..kV Assessor's Map\Parcel: iS Property Owners Name: O.,n, ` V tom- . 1:7k-S In accordance with Massachusetts PEP alternative system'approval letters, the following cert1. ification information is required by the- Owner of "record. The Owner of record must place an ``.x" in the applicable box next to each line certifying the information: Yes N\A ❑ I have been provided a copy of the Title 5 UA technology Approval letters. (1.5 page Standard Conditions;letter and the specific technology letter) ❑ I have been provided with the Owner's Manual ❑ I have been provided with the Operation and Maintenance Manual n c For Systems installed under a Remedial Use Approval, I agree to ful$ll my responsibilities to.provide a Deed Notice as required by 310 CNM.15.287(10) and the Approval ❑ For Systems installed under a Remedial.Use Approval, I agree to fulfill.my responsibilities to provide written notification of the Approval to any;h6W Owner, as:required by 310 CMR 15:287(5) ❑ If the design does not provide:for the use of garbage;grinders; the restriction is understood and accepted El Whether or not.covered by a warranty,I understand the requirement to repair,:replace;_modify or take any:other action as required by he Department or the LAA, if the Department or the LAA determines the System to.be failing to protect public:health and safety and the environment, as defined in 31'0'CNM 15.303 agree to.complywith all terms and conditions above,. Prope 0 rs d name Property O ers Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new. construction,, repairs\upgrades, with and without amreeate. (stone) and with conventional design criteria or credited design .criteria. Q:\septic\IA homeowner certification.doc Town of Barnstable Barnstable Board of Health sAxnrsrna� 200 Main Street, Hyannis MA 02601 r MA$$. D A 2007 Paul J.Canniff,D.M.D. Office:508-862-4644 Junichi Sawayanagi FAX: 508-790-6304 Donald A.Guadagnoli,M.D Alternate:Cecile Sullivan,RN,MSN BOARD OF HEALTH MEETING MINUTES Tuesday, September 26, 2017 at 3:00 PM Town Hall, Hearing Room 367 Main Street, 2nd Floor, Hyannis, MA A regularly scheduled and duly posted meeting of the Barnstable Board of Health was held on Tuesday, September 26, 2017. The meeting was called to order at 3:00 pm by Chairman Paul Canniff, D.M.D. Also in attendance were Board Members Junichi Sawayanagi and Donald A. Guadagnoli, M.D. Alternate Member Cecile M. Sullivan, RN, MSN was unable to attend. Thomas McKean, Director of Public Health, and Sharon Crocker,Administrative Assistant,were also present. I. Legal: Approval of grant of easement and restriction to Centerville-Osterville-Marstons Mills (COMM) on a portion of the so-called Darby property in Osterville. First Assistant Town Attorney David Houghton gave a summary of the property. The Town purchased the property in1985 and the Town Selectmen and the Board of Health were put on the deed. The value of a wellhead on the property had been discussed for many years with the interest in allowing Centerville-Osterville-Marstons Mills (C.O.M.M.) Water Department access to it. The Town Council has approved this specific easement over 17 of the 57 acre parcel and it is before the Board of Health for their vote to sign off on the easement. Upon a motion duly made by Dr. Canniff, seconded by Junichi Sawayanagi, the Board voted to grant the Centerville-Osterville-Marstons Mills Water Department the same easement as specified by the Town Council on their plan. (Unanimously, voted in favor.) II. Variance - Septic: I Peter McEntee representing William and Viola Fish, owner—43 Silver Lane, Hyannis, Map/Parcel 268-157, 18,043 square foot parcel, failed septic system, multiple variances j requested. Mr. McEntee summarized his plan and there was a discussion on the number of ' bedrooms. Mr. McEntee stated that there had been an additional added on and they have been"using the four bedrooms since that time. Upon a motion duly made and seconded, the Board granted approval on the variances With the following conditions: 1) record a copy of a four bedroom deed restriction at the Barnstable County Registry of Deeds, and 2) supply the Health Division with an official copy of the, deed restriction. (Unanimously, voted in favor.) ` I Page 1 of 4 BOH 9/26/2017 Barnstable IKE T °` � Town of Barnstable `" MASS.`e " Board of Health v� t63q � �fn�+A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 6, 2017 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 43 Silver Lane, Hyannis A = 268-157 Dear Mr. McEntee, You are granted variances, on behalf of your clients, William and Viola Fish, to construct an onsite sewage disposal system at 43 Silver Lane, Hyannis. The variances granted are as follows: 310 CMR 15.405(1)(b): To place the soil absorption system four feet above the maximum adjusted groundwater table, in lieu of the minimum five feet vertical separation distance required. 310 CMR 15.211: To install a leaching facility five (5) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.255(5): A two feet strip-out around the perimeter of the soil absorption system will be provided, in lieu of the five (5) feet minimum strip-out perimeter required. Section 360-1, Town of Barnstable Code: To construct a soil absorption system 55 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a septic tank 32 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a pump chamber 46 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. QAWPFILES\McEnteeFish 43 SilverLaneHyannis Variances2017.docxMcEnteeFish 43 SilverLaneHyannis Varian ces2017.docx These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated August 30, 2017. (4) 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 submitted plans dated August 30, 2017. These variances are granted because physical constraints at the site severely restrict the location of the septic system components due to the close proximity of vegetated wetlands bordering adjacent to this lot. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, aul J. Cannl I QAWPFILES\McEnteeFish 43 SilverLaneHyannis Variances2017.docxMCEnteeFish 43 SilverLaneHyannis Variances2017.docx I , Y , �7"V)Q WE 1b DATE FEE: �t BARNSTABLE. ' MASS. 6 `e$ REC.BY• ;M Town of Barnstable scHED.DATE: Board of Health <D 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. '°' FAX: 508-790-6304 Junicbi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION r • Property Address: `I`3 S-11 viz- 1.v, f kA V 4yk y,%_S / y Assessor's Map and Parcel Number: G -1 5 7 Size of Lot: (�4 0 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: 1 eW-fkLCv%J- --t P4 Phone -54 V-477-5'3 i-3 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON r� Name: W--%, V%o 4 s Name: Address: 3 S. Vei H-jghK 6 S O'Z k 1 Address:(Z W, C!a ss- ekck Rd V- ts4JcJC MIA Phone: S'a�- 2�2-sZH q Phone: EMAIL: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 3w cM1R tie res ass �t o c++2 t S��a S�4• ) r-.gv�tQ (`cs�trRi� 3to Cry 2 - C5- NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff`-person receiving variance request application) Please submit copies in 5 separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). $95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC 4 - Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 September 6, 2017 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 43 Silver Lane, Hyannis, MA (Assessors Map 268, Parcel 157) Upgrade of a failed Soil Absorption System Dear members of the Board: On behalf of my client, Mr. & Mrs. Fish, the following variance requests are being made for upgrade of a soil absorption system. • 310 CMR 15.405(b)&(h) —CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 15' variance, S.A.S. to cellar wall or crawl space, for a 5' setback. 2. A 1' reduction to the required 5' separation between high groundwater and bottom of S.A.S., for 4' of separation. • 310 CMR 15.255(5) —CONSTRUCTION IN FILL 3. Request a 3' reduction to the required 5' stripout boundary, for a 2' stripout around the perimeter of the proposed S.A.S. Leaching calculations for the proposed S.A.S. are based on bottom area only. • LOCAL REGULATION Chapter 360-1: Location of components with respect to water body's 4. A 68' variance, septic tank to bordering vegetated wetland, for a 32' setback. MASS DEP requires 25'. 5. A 54' variance, pump chamber to bordering vegetated wetland, for a 46' setback. MA DEP requires 25'. 6. A 45' variance, S.A.S. to bordering vegetated wetland, for a 55' setback. MA DEP requires 50'. Variance requests are being made due to site constraints. erely, Peter T. McEntee P.E. { i USPS TRACKING# First-Class Mail Postage&Fees Paid U.SPS Permit No G-10 9590 94o2 5t8`f 5362 6899 83 United States •Sender:Please print your name,address,and ZIP±4®in this box• Postal Service Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 i}- x 012 11111111111111 111,11 Ili11'1]Ii�..1 t1 I'll fit, - COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B.-We. by(Printed Name) C. Date, D ivery or on the front if space permits. D. Is delivery address different from Rem ? ❑Yes ( If YES,enter delivery address below: ❑No II Prop ID:268158 + BOURNi, SALLY A JjQift� �i�y 37 SILVER LANE S� 1 L I IYANNIS, MA 026013. Service Type 13 Priority Mail III�III�IIIIIIIIIIIIII�III�IIIIIII�I�IIIIIII ❑AduRSgature Restricted Delivery ❑RBegI eredMaa Mail Restricted 9590 9402 1589 5362 6899 83 0 Certified Mal l® Delvery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise --n—neficlu-Numher_(Transfer_f(Orn service label)__ ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationT^" -'-nured Mail ❑Signature Confirmation 7 015[:0 6 4 0 l 0 0 07.. F9 4 6 3? 5 7 9 5; je$00�1 Restricted Delivery Restricted Delivery PS Form 3811.,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 0 USPS TRACKING# First-Class Mail Postage&-Fees Paid USPS Permit No.G-10 9590 9402 IRV9yl5b62 6892 04 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service --- Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA-02644 1i'1111111'1111mIl hill'11Il,ht1,111,,l(,It COMPLETETHIS SECTIONON DELIVERY ` Complete•Items 1,2,and 3. a Signature ■ Print your name and address on the reverse went so that we can return the card to you. �7 ❑A d ■ Attach this card to the back of the mailpiece, B. Received by'(Ptinted Name) C.�at�ef palfyery or on the front if space permits. ^AA— f — D. Is delivery address different from item W❑ es 1,r i I Ir 268157 If YES,enter delivery address belpw: ne- ❑No !1�' 1=TSFI, WiLL1AM A & VIOLA A � � Q��✓���� � 1 43 SILVER LANEJ t{ HYANNIS, MA 02601 �I a .. If / II I IIIIII IIII III I IIII IIOIIII III i IIII I I I I III I 3. Service b Adult e 0 priority Mall Express@ ❑Adult Signature Igi natureRestricted Delivery ❑Re tared M Restricted 9590 9402 1589 5362 6892 04 l�rofied MaIM Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise _2-_Adicle_Number_(r[ansfer_from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConflnnationTm '-isured Mail ❑Signature Confirmation 4 7 015 0 6 4 0. 0 0 0 7,.9 46 3 5 818, isured Mail Restricted Delivery Restricted Delivery a t/`iver$500 Ps Form 3811,July 2015 PSN 7530-02-000-9053 , Domestic Return Receipt ; I' USPS TRACKING# ,. First Class(Nail - Postage&Fees Paid Permit No.G-10 USPS 9590 94F?�?A 5362 6899 90 I United States •Sender:Please print your name,address,and ZIP+4®'in.this box* Postal Service < ' Engineering works, inc. 12 West Crossfield Road Forestdale, MA 02644 I IIIIIIIIJIIiI� Iri.► IIII+ �hJf► hlrllllllrl.r►��1.rl,�li„ SENDER: DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X 0 Agent to that we can return the card to you. o` ❑Addressee ■ Attach this card to the back of the malipiece, B. Received by(Printed e) 71Y Delivery or on the front if space permits. ` D. Is delivery address different from item 11 0 Yes If YES,enter delivery address below: 0 No Prop ID:20,099 M BARN STABLE,TOWN OF [� N ;("! MAIN STREET HYANNIS. MA 02601 II I IIIIII III III I III I HIM I I 1111111I ❑Adult Signature 0 Registered M04/w 3. Service Type 0 Priority Mail Eaxl�TMresS® ❑Adult Signature Restricted Delivery 0 R gistered Mail Restricted 9590 9402 1589 5362 6899 90 Q Certined Melt® Delivery O Certified Mail Restricted Delivery O Return Recelpt for 0 Collect on De ivery Merchandise cr neFci Frnm cecvice label) Q Collect on Delivery Restricted Delivery 0 Signature ConfirmationTM r 'x ylail ❑Signature Confirmation 7 015 s 0640 f 0 0 0 7 r 9,4°6 3' 5 7 8 8g',f 11,1,Restricted Delivery Restricted Delivery f l PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt r USPS TRACKING# First-Class Mail �h I Postage&Fees Paid USPS Permit No.G-10 9590 9402"1l-A *15285 7608 44 United States •Sender:Please print your name,address,-and ZIP+4®in this box• Postal Service Engineering Works, Inc. I 12 West Crossfield Road Forestdaie, MA 02644 .� -�:�-.. �s�- ii31�lliilil�fiilix��Ill��IiFi'�lli►i�lyi;tfillli��ll�iilyi�:lilii D e • • • e • is Complete items 1,2,and 3. A. Si attire `• � ■ Print your name and address on the reverse X Agent to that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. (�' ed Nam C. Date of Delivery or on the front if space permits. �/ L� 1 / - / 1. Article Addressed to:_ — D. Is delivery address different from item 1? ❑Yes I If YES,enter delivery address below: ❑No Prop ID:268156 PERLIN,BORIS&GALINA LvpA-- 115 FLORENCE STREET CHESTNUT HILL,MA 02467 I 3. III IIII III III I I I I IIIII II II II I I I I IN II III Adult ServiceS gn turre ❑Reg ste ed Mai:TTMessO ❑du ry ❑Registered Mail Restricted li£ertified Mail® Delivery 9590 9402 1299 5285 7608 44 ❑certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery.Restricted Delivery ❑Signature ConfirmationT •• �� a ed Mail ❑Signature Confirmation 7 016 3 5 6�• .01 O O • 61782 21110 ed Mail Restricted Delivery Restricted Delivery �$500) -... PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return;Receipt USPS TRACKING# - I First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 940 A15%i- 5362 6900 02 United States •Sender:Please print your name,address,and ZIP+4®in this box;, i Postal Service Engineering works, inc. 12 West Crossfield Road Forestdale, MA 02644 f I y I � l;��i.l�lrl��,n1lllh�iu ,I�llia��lrrtr+�Il�flhi�l�l}r'�II" SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent f so that we can return the card to you. ❑.Addressee I ■ Attach this card to the back of the mallplece, B. Received by'(Printed Name) C. Date f D very or on the front If space permits. D. Is delivery address different from Rem 1 s 1( If YES,enter delivery address Pelow: ❑No Prop ID:268162 BURCH.ILL, DAMON A& STEI-N, g1VJ� �h 87 STERLING ROAD 2� IJYANNIS, MA 026013. Service Type 0 Priority Mall Express@ II I Ill II I'll III I III I II�IiII I i( II I I I I I I III 0 Adult❑Adult Signature Restrf"Delivery ❑Rogistered M ResMcted .9590 9402 1589 5362 6900 02 certified Mail® Delhrery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise _n..r Ie_ni„mr,o.(?ransfer_from_service_label) ❑Collect on Delivery Restricted Delivery ❑Signature CoritinnationTM ❑Signature Confirmation 701 64, U 0 00 7 i 9;4 63 1 5 8 01 r 1 # '61 Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 8/26/2017 AbutterReport Board'of Health Abutter List for Map & Parcel(s): '268155' Direct abutters (no set distance) and the properties located across the street. Total Count: 5 Close Map&parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 268150 BARNSTABLE P O BOX 224 COTUIT,MA 13341/299 LAND TRUST INC 02635 268154 VALENTE,ROBERT 55 OLD COMMON WETHERSFIELD, 21977/44 &JOSELYN CT 06109 268155 DELIO,ANGELO V MARY LOUISE DELIO 42 SILVER LN HYANNIS,MA 15153/345 &MARY LTRS REV LIV TRUST 02601 PERLIN,BORIS& 115 FLORENCE CHESTNUT 268156 GALINA STREET HILL,MA 02467 30077/341 268158 BOURN,SALLY A 37 SILVER LANE HYANNIS,MA 2940/194 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessors database as of 8/2 612 0 1 7. r http://maps.tov6nofbarnstable.us/arcirns/appgeoapp/AbutterReport.aspPtype=BOH 1/1 Engineering Works, Inc. fr$ 12 West Crossfield Road, Forestdale, MA 02644 PRO, T�o TeVFax (508)477-5313 } September 6, 2017 Re: 43 Silver Lane, Hyannis, MA (Assessors Map 268, Parcel 157) Upgrade of a failed Soil Absorption System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have beensubmitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(b)&(h)—CONTENTS OF LOCAL UPGRADE-:APPROVAL 1. A 15' variance, S.A.S. to cellar wall or crawl space, for a 5' setback. 2. A 1' reduction to the required 5' separation between high groundwater and bottom of S.A.S., for 4' of separation. • 310 CMR 15.255(5)—CONSTRUCTION IN FILL 3. Request a 3' reduction to the required 5' stripout boundary, for a 2' stripout around the perimeter of the proposed S.A.S_ Leaching calculations for the proposed S.A.S. are based on bottom area only. • LOCAL REGULATION components Chapter 360-1: Location of with respect p to water body's fi 4. A 68' variance, septic tank to bordering vegetated wetland, for a 32' setback. MASS DEP requires 25'. 5. A 54' variance, pump chamber to bordering vegetated wetland, for a 46' setback. MA DEP requires 25'. 6. A 45' variance, S.A.S. to bordering vegetated wetland, for a 55' setback. _MA DEP requires 50'. h De The application and plans are available for review at the Barnstable H eatI Department,, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4.30 p.m. 4 A public hearing will be held, to discuss the proposed work, on Tuesday, September 26, 2017, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room—2"d floor 367 Main Street, Hyannis, MA Ss erely, Peter.T_ McEntee P.E. I Town of Barnstable � \ Regulatory Se»ces �.\ Richard V. Scali, Interim Director Public Health Division tbKAS& Thomas McKean, Director °tom 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: t)vex �-xky Assessor's Map\Parcel: - i 5 -7 _ Property Owners Name: In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must: place an "x" in the. applicable box next to each line certifying the information. Yes N\A ❑ I have been provided a copy of the Title 5 IIA technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) I have been provided with the Owner's Manual 1 have been provided with the Operation and Maintenance Manual For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval For Systems installed under a Remedial Use Approval, I agree to fiilfi.l.l.my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) If the design does not provide for the use of garbage grinders,the restriction is understood and accepted n Whether or not covered by a warranty, I.understand the requirement to repaz, replace; modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 31.0 CMR. 15.303 ,•-%- �/� agree to comply with all terms and conditions above. Property 0«rners anted name ow Property wners-Signa ure Date Note This form must be submitted alone with the septic system disposal works permit application for all I\A systems including new construction repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:ASeptic\1A.homeowner certification.doc Engineering Corks, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 September 6, 2017 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 43 Silver Lane, Hyannis, MA, (Parcel ID: 268-157), Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Viola Fish— Owner r �. r c;. Co .. (.).'l.!, e n t),_ l t. Exec, (..lffic; � of E neT qv �S, Ew€�ttii C�t��;xrt��ntal A ^ �il�s J Department of Environmental r_j One v f.,,C.^ Street Boston, MA 021 Uri +617 292.5500 Charles D. Baker Matthew A. Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Infiltrator Water Technologies, LLC. P.O. Box 768 4 Business Park Road Old Saybrook, CT 06475 Trade name of technology and models: BioDiffuser 11"' Standard, BioDiffuser 14" High Capacity, BioDiffuser 16" High Capacity, BioDiffuser 167 High Capacity 14-20',, BioDiffuser 15"Narrow (Bio 2), BioDiff:user 22"Narrow (Bio 3), ARC 36, ARC 36HD, ARC 3614C, ARC 36HC IID, ARC 50, ARC 18, ARC 24, ARC 36 LP (3.8 inch-invert), and ARC 36 LP (8 inch-invert) (hereinafter the "System"). Schematic drawings of the System and a design and installation. manual are a part of this Certification. This approval allows the installation of the above identified chambers without aggregate. Transmittal Number: X264258 Date of Revision: February 19, 2015, modified .tune 12, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental. Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Infiltrator Water Technologies, LI_,C., P.O. Box 768, 6 Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the System described herein. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the teens or conditions of this Approval constitutes a violation of 310 CMR 15.000. June 12, 2015. David Ferris, Director Date _ Wastewater Management Program Bureau of Water Resources This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TTY#Mass Relay Service 1-800-439-2370 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper BioDiffuser and ARC Chambers by Infiltrator Water Technologies, LLC. Page 2 ol'6 Revised Approval I'or General Use—.lone 12,2015 1. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1: Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches BioDiffuser I I" Standard 34 x 76 x 11 6.5 BioDiffuser 14" High Capacity 34 x 76 x 14 J 9 BioDiffuser 16" High Capacity 34 x 75 x 16 11.3 BioDiffuser 16" High Capacity H-20' 34 x 75 x 16 11.3 13ioDiffuser 15"Narrow (Bio 2) 15 x 87 x 12 6.87 BioDiffuser 22"Narrow (Bio 3) 22 x 87 x 12 6.87 ARC 36 34.5 x 60 x 13 7.13 ARC 36 HD 34.5 x 60 x 13 7.13 ,ARC 36HC 34.5 x 60 x 16 10.75 ARC 36HC HD 34.5 x 60 x 16 10.75 ARC 50 51.5 x 42.75 x 30 22.252 ARC 18 16 x 60 x 12 6.24 ARC 24 22.5 x 60 x 12 6.25 ARC 36LP (3.8-inch invert) 34x60x8 3.8 ARC 36LP (8-inch invert) 34x60x8 8' 1 This approval allows the use of the high capacity H-20 chambers but makes no determination as to the chambers meeting the H-20 loading requirements. 2. Only Systems installed with this invert height shall be allowed to use the effective leaching area associated with this model in Table 2. 3. Only System installed with the inlet pipe entering through the roof of the chamber. 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) Type 1Il, Class A or B, Category 1 or 3 or Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or distribution pipe as an absorption trench or as a bed or field. If the System is installed with stone aggregate then the " Effective Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in accordance with the provisions of 310 CMR 15.000. 3. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from Side Port Coupler to Side Port Coupler including Side Port Coupler. BioDiffuser and ARC Chambers by Infiltrator Water"technologies, Lt,C. Page 3 of(, Revised Approval for General Use—.tune 12.2015 Table 2: Effective Leaching Area in Trench Configuration for New Construction and Remedial Sites Effective Effective Model Leachinga Leaching' Area Area (SF/LF) SF/i,F BioDiffuser 11" Standard 6.53 N/A BioDiffuser 14" High Capacity 7.18 N/A BioDiffuser 16" High Capacity 7.88 N/A BioDiffuser 16" High Capacity H-20' 7.88 N/A BioDiffuser 15"Narrow (Bio 2) 4.00 N/A BioDiffuser 22"Narrow (Bio 3) 4.97 N/A ARC 36 6.78 N/A ARC 36 HD 6.78 N/A ARC 36HC 7.79 N/A ARC 36HC HD 7.79 N/A ARC 50 NA 6.71 ARC 18 3.96 N/A ARC 24 4.87 N/A ARC 36LP (3.8-inch invert) 5.79 N/A ARC 36LP (8-inch invert) 6.96 N/A `. Effective Leaching area is equal to 1.67(bottom width +(2xinvert height)) '. Effective Leaching area is equal to 1.0(bottom width + (2x invert height)) 6. The maximum trench width allowed for calculation of Effective Leaching area is 3 feet. 4. For new construction or upgrades, the applicant can size the System in a trench. configuration., using the Effective Leaching areas presented in Table 2. 5. Systems installed on remedial sites shall be allowed to utilize the Effective Leaching areas presented in Tables 2 or 3, or additional reductions in soil absorption system may be allowed. In no instance shall the reduction. in the soil absorption system. required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15,284. 6. For new construction or upgrade, the applicant can size the System in bed or field configuration, using the Effective Leaching areas presented in Table 3. 7. When the System is used with a secondary treatment unit approved in accordance with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system may be allowed. In these situations the reduction in the SAS cannot exceed the maximum allowed under the secondary treatment units approval. In no instance shall. the reduction in the soil absorption system area required in 310 CMR. 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. BioDiffuser and ARC Chambers by Infiltrator Water Technologies, LLC. Page 4 of 6 Revised Approval for General Use—June 12,2015 Table 3: Effective Leaching Area for Bed or Field Configuration for New Construction & Remedial Sites Effective Model Leaching' Area Sl+/Ll+ BioDiffuser I I" Standard 4.73 BioDiffuser 14" High Capacity 4.73 BioDiffuser 16" High Capacity 4.73 BioDiffuser 16" High Capacity H-20' 4.73, BioDiffuser 15"Narrow (Bio 2) 2.09 BioDiffuser 22"Narrow (Bio 3) 3.06 ARC 36 4.80 ARC 36 HD 4.80 ARC 36HC 4.80 ARC 36HC HD 4.80 ARC 50 7.16 ARC 18 2.22 ARC 24 3.13 ARC 36LP (3.8-inch invert), 4.73 JL-ARC 36LP (8-inch invert) 4.73 Effective Leaching area is equal to 1.67 times bottom width only. 11 Special Conditions 1. The System is an approved Alternative Chamber for use as an Alternative Soil Absorption System. In addition to the Special Conditions contained in this Approval, the System shall comply with the Standard Conditions for Alternative SAS with General U.s,e Certification and/or Approved for Remedial Use (the 'Standard Conditions'), except where stated otherwise in these Special Conditions. 2. New Construction This Certification is for the installation of a System to serve new construction or an existing facility with a proposed increase in now, for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction, as provided in Paragraph 6 in section II Design and Installation Requirements of the Standard Conditions. 3. Remedial Site This General Use Certification also applies to the installation of a System for the upgrade or replacement of an existing failed or nonconforming system, provided that the facility meets the siting requirements for upgrades, as provided in Paragraph 7 in section II Design and Installation Requirements of the Standard Conditions. 4. The System shall be exempt from the minimum inlet spacing requirements of 310 15.253. BioDi(Tuser and ARC Chambers by Infiltrator Water Technologies, LLC. Page 5 ol'G 4 Revised Approval For General Use—.tune 12,2015 5. The System shall have a minimum of one inspection port through the top of one of the chambers. The inspection port shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. When the System is installed in trench configuration, then. the System shall comply with these requirements: a) Length (each trench) 100 feet maximum (31.0 CMR 15.251(1)(a)); b) Width (each trench) 2 feet minimum to 3 feet maximum (310 CMR 15.251.(l)(b)) - Chambers greater than. 3 feet wide, when. specifically approved, are subject to other Special Conditions and limitations; c) The minimum separation distance between any two trenches shall be two times the effective width or depth of each trench, whichever is greater, or where the area between trenches is designated as reserve area, three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(1)(d)); d) The effective leaching area shall be calculated using the bottom. area and a maximum of two feet (per side) of side wall area for each trench (310 CMR 15.251(1)(e)); e) Trenches shall be situated, where possible, with their long dimension perpendicular to the slope of the natural soil. Where possible they shall follow the contour lines (310 CMR 15.251(2)); f) Trenches constructed at different elevations shall be designed to prevent effluent from the higher trench.(es) flowing into the lower trench(es) (310 CMR 15.251(3)); g) The area between trenches may be designated as system reserve area only where the separation distance between the excavation sidewalls of the primary trenches is at least three times the effective width or depth of each trench, whichever is greater (310 CMR 15.251(4)) - Chambers greater than 3 feet wide, when specifically approved, shall be separated by three times the actual width and are subject to other Special Conditions and limitations; and h) Effluent distribution Lines exceeding 50 feet in length shall be connected and venting provided in accordance with 310 CMR 15.241 (310 CMR 15.25 1(11)). 7. When installed in trench. configuration, approved Alternative Chambers greater than 3 feet wide: a) Shall be installed with a minimum separation distance between any two trenches of two times the actual width of the chamber, or where the area between trenches is designated as reserve area, three times the actual width of the chamber; and b) Shall only be entitled to a maximum effective width of 3 feet for the purposes of calculating total effective leaching area. 8. When installed in a bed or field configuration, the System may be installed without distribution piping, but must comply with the following requirements in 310 CMR 15.252: a) The use of leaching beds or fields is restricted to systems with a calculated design flow of less than 5,000 gpd per leaching bed or field (310 CMR 15.252(1)); 5 BioDiffuser and ARC Chambers by Infiltrator Water Technologies; LLC..: - Page 6 ol'6 Revised Approval IorGeneral Use—.tune 12,2015 i b) The maximum length of chambers in series shall be 100 feet (310 CMR 15.252(2)(b)); c) Separation distance between adjacent beds/fields shall be ten feet (310 CMR 15.252(2)(f)); and d) The effective leaching area shall include only the bottom area, not the sidewalk (310 CMR 15.252(2)(i)). 9. For Systems constructed in Fill and installed, the System shall be installed as specified in 310 CMR 15.255 - Construction in Fill, except the minimum 15 foot horizontal separation distance to be provided between the soil absorption area and the adjacent side slope shall be measured horizontally from the top of the chamber. 10. The System is exempt from 310 CMR 15.287, specifically items: (5) requiring written notification of alternative system prior to property transfer, (6) need for a certified operator, (9) need for an operation and maintenance contract with an operator and (10) deed notice requirement. DECK m o0 BATH 0 FAMILY BEDROOM FAMILY ROOM, 155 SF BATH ROOM GARAGE KITCHEN HALL BEDROOM BEDROOM LIVING 120 SF 120 SF ROOM FIRST FLOOR BEDROOM 280- SF SECOND FLOOR . FLOOR PLAN FOR ILLUSTRATIVE PURPOSES ONLY 43 SILVER LANE, HYAN N I S, MA f Assessor's office (1st floor): /1' t4' oFTNETo� �. ..7..... SYSTEM MUST Assessor's map and lot number ........`...........:........ SEPTIC • o OMPLIA Board of Health (3rd floor): � � ��ISTA LED.IN C Sewage Permit number ......•••• • • • •••• � 5 1 BasaSTADLE, i g ........................... I�V111TH TITLE Engineering Department Ord floor): /,/ s rasa .../•..�......:�(..!-Y........:.... tia1�V I�AAEB�TAL�DES '>TE•oYPY-�,��0� House number ............................ . ;�GULA N APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only �'` TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...... �� '� L I�aG rvl s ............................... ............................................................................. TYPEOF CONSTRUCTION ........ �!F....................................................................................................... ..........�:710.........................19UG TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: // C Location ....V:.3 S i C✓gQ ( I'(� ...wry ............................................................................................................... ProposedUse ...... �?.na.1�y......�2�o!'� `.. .................................................................................................................... ZoningDistrict .. ...........................................................Fire District ... 1 •v....................................................... , Name of Owner Y .......r, S ...m.5�1.L.!! , .... 1'l...l....F_�J/�J N„ U Address ....... . J, �I Name of Builder ...R,4y-r i.O.h! 61 /N.9.:-T2Address Name of Architect Am...............................I.....Address S ' ..............I.............. .... Number of Rooms �' Foundation . ..�....E.......... ���� ���� KS ................................................................. ..........r... ►. ;.................. Exierior ..w.h.! t -...C.e.DA tZ ...:S."?..".�':0,5`�..................Roofing /�g Pl.... ....�.....:�A.s. w -f:�2 - ��RS T C2r► -4- r ��2� f DR��,AJ I Floors .....1..............................................................................�n rior ...�.......... ............................................................. 5 Heating aQNc.......................Plumbing ......./V�.N . Fireplace ....No.N.................................................................Approximate Cost .... doo Definitive Plan Approved by Planning Board ________________________________19-------- . Area ............... D Diagram of Lot and Building with Dimensions Fee .... ...................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH / 1,� 0 2 �Ir� dig I J/ 7. N J�gUS-� lL (09 2 V 6' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ��?? Name G�.. V `, ................. CJ/73 7 .. Construction Supervisor's License .................................. Town of Barnstable P# Department of Regulatory Services urwsTeat•a, 1 Public Health Division Date . rrteas. g, ...,�- - ._ �A 1639. �e 20 `S eet,Hyannis MA 02601 �f0 hlA't A :� l� Date Scheduled _ Time / Fee Pd, /1 o u' _ Soil Suitability Assessment for Se e Dsposa.l Performed B : lP `{ tG , ,�,yS' �13 YC =�__ Wimessed BY � LOCATION & GENERAL INFORMATION Location Address '' I �� t, ) �+g, Address q-3 :5 1 A V r L ri tj V)L6 Of Assessor's Ma /Parcel: � P 2.6 ?— 157 Engineer's Nam ,= NEW CONSTRUCTION _REPAIR _ Telephone# 50'-17 Land Use 1 t- <'r•!�Q Slopes(ryo)_ � c� Surface Stones_ ,_-- Distances from: Open Water Body �e�'� ft Possible Wet Area� -P Y ft Drinking Water Well _ f_ Drainage Way_,J ft Property Line /Z 7 ft Other gSI M'TCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In proximity to holes) 9 §a \ C``v, Parent material(geologic) `-�`'"+Z/,xi•S Depth to Bedrock N T Depth to Groundwater: Standing Water in Hole: C _ Weeping from Plt Pnce— ^•_ �� �_ T Estimated Seasonal High Groundwater _ �( /=� r✓aJ ) P� T- DETERNIINATION'FOR SEASONAL HIGH WATER TABLE Method Used: _ / . q /f Cj l Depth Observed standing in obs.hole: ,V,.,.•,In, Depth to still mottles cG�1 Depth to weeping from side of-obs.hole: _ In. Oroundwnler Adjustment;——ft.* Index Well# Reading Date: _ Index Well level Adl,factor -m Adj,Oroundwater ravel o _ PERCOLATION TEST malt;_. x'luu,-T Observation ) Time at 9" _ c Depth of Perc Z _ Time at 6" _ Start Pre-soak Time r _ I�J ?Time(9"•6") End Pre-soak _ _ "� 1� INA- Rate Min./Inch. Site Suitability Assessment: Site Passed Site Failed:_ Additional Testing Needed(Y/N) yA, Original: Public Health Division Observation Hole Data To Be.Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland, you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning, . Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Bole # 1 I Soil Other Depth from Soil Horizon Soil Texture .Sdil Color Mottling Structure,Stones-Boulders, Surface(in,) (USDA) (Munsell) g Consistency.% ravel �.z+lit; �� lxcti 11 tU�J?-��/y p cx:t Vts DEEP OBSERVATION HOLE LOG � I:iole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rave f/ sct Vri•� Z�c� /G �t �Gi n.``� ]=--:L—_ DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,98 Gravel) DEEP OBSERVATION HOLE Soil Other LOf3. Hole# Depth from Soil Horizon Soil Texture Soil Color S Mottling Structure,Stones,Boulders, Surface(in.) (USDA) (Munsell) g (. Consistency, /c Qraaye) a rlood Insurance Rate Maw Above 500 year flood boundary No— Yes Within 500 year boundary No��, Yes Within 100 year flood boundary No `' Yes Death of iylaturalJY Occurring Pervious Material Does at least four feet of naturally occurring pervious material terial exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? T_ Certification I certify that on (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 train+ g, exper ise and experience described in 510 CN4R 15.017. 7y, - 1 Date f Signature.- �' — Q:\5 BPTICTFRCFORM.DOC - - I TW Town of Barnstable P# _ IS'-'` D Department of Regulatory Services ram, : Public Health Division Date i6Jp 1e� ��20 `.S eet,Hyanais MA 02601 Date Scheduled Time J — Fee Pd, `oilSuitability Assessynent for >,Se e Di><a, osat� Performed By: i f ,�� t.--I ,F �J f ,� ' Witnessed By; �I_ \,y LO(:ATION &GENERAL INFORMATION Location Address c +' 1: Owner's Name ( ( , :.t •1 n Address 1 (v Assessor's Map/Parcel: c; f1 - •S Engineer's Name NEW CONSTRUCTION _REPAIR _'X_ Telephone if Land UseA'S Slopes(%), c1 _ Surface Stones Distances from: Open Water Body C"k 11 possible Wet Area C ft Drinking Water Well Drainage Way_ iJIA ft Property Line ft Other _ ft S 'TCH (Street name,dimensions of lot,exact locations of test holes&pc:rc tests,locate wetlands fn proximity to holes) Parent material(geologic) `—�`� r z�`J'�•c$ �� Depth to Retboet;. N /� Depth to Groundwater: Standing Water in Hole: _ Weeping from Pit Pace_ Li // !( Estimated Seasonal High Groundwater jJ DE'CERNIINA7:'IOP1 FOR SEASONAL HIGH 'WATER J ABL +' Method Used: Depth Observed standing in obs.hole: In, Depth to soli mottles;�?Lj—r Depth to weeping from side of obs.hole: �e In, Groundwater Adjustment.r..9. _ ft. Index Well f♦ Reading Date:—. — Index Well level-- Adl,faetor- Adj,C3rouhdwttter 7LvvLl,. _ —PERCOLATIO.N TEST bnte �'luti;~� Observation > Hole ti `�- --- Time at 9" Depth of Perch.: ; /( _ _ Time at G" 777— �F ;bc �lC,�pj Start Pre-soak Time Time(9"•6") N End Presoak .. I�1 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 ------------ 1 ***If percolation test is to be. conducted within 100' of wetland, you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTfCPERCFORw1.DOC �____:_ -----�----- � Hole # DEEP.OBSERVATION HOLE LOG Soil o her Soil Color Depth from Soil Horizon Soil Texture (Munsell) Mottling (SWcture,Stones;Boulders, Surface(in.) r. (USDA) -- Con isterS %Graven z-• -- 1'{G+t s' � .� Z v,'�vv / C c;w��� — c:�G � �V l't..0 1. CC / L'S�• tt•��n -.r'�ti���C.' i ��� ` t�r S_—�' 1., �_ •� �� o r .xtl�� - .J )77 DEEP OBSERVATION I:-�OLE LOCI t�ther Soil Soil Depth from Soil Horizon S(USDA)re (Munsell) Mottling (Structure,Stones,Boulders. Surface(in.) — Consist ncy.% ravel rcA. IQ DEEP �� C ! G yt.� `�' _{.... ]=tole# -� DEEP OBSERVATION MOLE LOG iOther Depth from Soil Horizon Soil Texture (M ) t Color uns Soil elp Mottling (Structure,Stones,Boulders. Surface(in.) Cons isIc c o Grave -~ DEEP OBSERVATION HOLE LOG. Hole# —ice other Sou Depth from Soil Hofton Soil Texture Soil (Mlunsell) Molding (Structure,Stones,Boulders, Surface(in.) ( Consi Ltencv,°k Graven - I • — I Mood Insixrance Rite IYZan_ AboYc 500 year flood boundary No— Yes i Within 500 year boundary No�� Yes Tr i Within too yUir flood boundary No f\ Yes Depth of N,,aturally Oecurrinp Pervious MateriJal Does at least four feet of naturally occurring pervious material exist in all areas observe) throughout the area ro osed for the soil absorption system? If not what is the depth of naturally occurring pervious material? I Cert_ ificatinn t J:certify that on �� � � (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed bye me consistent with the required tra� g, exper ise and experience described in 310 CNfR 15.017. Date . Signature-,_ .__ -- -- f Q:\.S.BPTIC\P1iRCFORM,DOC a TownofBarnstable P# Department of Regulatory Services _ wwarearF Public Health Division Date 7 �. — i6J9 20 S, eet,Hyannis MA 02601 � 14� Date Scheduled IJ U1 5 ` ?Time [ Fee Pd._�t • �' M. i Soil Suitability Assessment for Se e Disposalx Perfo rmed B :f C Q 1 y � Witnessed By: �' r7VLJ LOCATION& GENERAL INFORMATION" Location Address S I Owner's Name Gi V%i1 st S _ Address Hygnn+s f"1 UZGrC)1 Assessor's Map/Parcel: 26 Y /57 Engineer's Name� r _1 NEW CONSTRUCTION REPAIR � Teleohore# t Z 3 Land.Use �L °PEA- Slopes % Z vd�— p ( ) c3 Surface Stones Distances from: Open Water Body_ 3� ft Possible Wet Area ft Drinking Water Well Drainage Way J ft Property Line / ?' 1 7 ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _ - - - - VILL La Ax i Parent material(geologic) CL4WnLSDepth to Bedrock. T f �J✓ / Depth to Groundwater. Standing Water in Hole: Weeping from Pit Knee-- Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: _ _ _ [/ !/ I Depth Observed standing in obs.hole: t _ in,«Depth to Soil mottles: `L' in. Depth to weeping from side of obs.hole: 1n, Groundwater AdJu9ttrtent ft. Index Well# Reading Date: Index Well level Adi,factor— Adj.Groundwater Uvel PERCOLATION TEST bate- Time Observation .-- � Hole# �— Time at 4" _ Depth of Perc _ i Time at 6" Start Pre-soak Time @ _ 2�- Time(9"•6") End Pre-soak -- &A Rate Min./Inch. _ I Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTICIPERCFORM.DOC r I DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.% ravel CT ILL c zi 1Z" A Lecaraj h . P y'tl .I(Z _ -7,_S' CZs c�,S4-d,� ;�,f-- DEEP OBSERVATION HOLE LOG Hole# ' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%,Gravel) 1 i DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave_ l DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consist n % iel) T i Flood Insurance Rate Mau: Above 500 year flood boundary No— Yes` Within 500 year boundary No Yes I Yes Within 100 year flood boundary No— Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the for the soil absorption s stem. � S area proposed p Y � If not, what is the depth of naturally occurring pervious material? Certification �l I certify that on (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 tr ' gdexle se and experience described in 310 CMR 15.017. t Signature._ Date g Q:\SEPT1CVHRCFORM.DOC i Z68 - �5 7 i�•r� s he d by Kew•e mw�er LOCATION SEW ACk P1 RMIT NO. I H S T A LLER'S HAKE A ADDR. ES5 9 E R OR 0 W, M , I ER D A T E P ER M i T 15 S 4 E G � - - OAT E C0MPLIANCE ISSVI' D w � t co CAE / o � LOCATION j � 51WAGE PE RIM IT NO. a UIL ns R . 0R WER . 0,.4TE PERMIT I5.5UEV. S 8 � DATE COMPLIANCE: ISSUES r `S '� � fir♦ f ' r hs �?/08 Fimic S THE COMMONWEALTH OF MASSACHUSETTS BOARDn_ OF HEALTH '�iW... ...............OF..I.� !�...�I s.. ..... ....... Appliration for Dispniittl Works Tnnitrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (.*) an Individual Sewage Disposal S stem at: S, Location-A ress 1 or t No. r1 �l*. ;.1�►s _.._._.... ............... �+St�ng.,r... _ �n�n,: ..-------•------•------•-------••-- Owner Ad ess • Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms__________________3►_:.._.___.___.________Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures --•••-•--•••-•-•--•--•---•-••• • W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter__-_____________ Depth................ Disposal Trench—No_ ____________________ Width..................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area...............:..sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •-----------------------------------------------------------------------------------------•..---.._.......-•-----•--.......-•----------•---------------•••-- 0 Description of Soil..------••-----------•-•----.�................•-•-----•-.............................................................._.............•................................ W U ..........................=.............................................................................................................................................................................. W ---•••••••-----------------••••-•••••••-•-•----- -----------------------------------------------•------------------_..----------------------•-------------•---------------.._._.._I. ---------- U Nature of Repairs or Alterations—Answer when applicable.__ tie ..............................t �4 ±=__ � rtt-�1_ .......... -----------•-----=-------------------------------•-----------------------------------•--•-----------------•----------------------------.....----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL%, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ate Application Approved BY C` ' Date Application Disapproved for the following reasons------------------•--------------._...-------•................................................................ ---•-------------------------------------------------------------•--------•--------......------............_.._.__...__.....-----....-••---...•--...-•--•-•••---....••••--------•--••-----•--.._.._._.... Date Permit No.. = -�--------�pa..---.._.. Issued--------------------------------------------•----------. Date N...` ..__y©8 F ss.._...t �....._......_ THE COMMONWEALTH OF MASSACHUSETTS BOARD nn OF1 HEALTH ►.Gla?�'1. ................OF../�Ct- S4G. l ..._........................................................ ApplirFation for Bhipog al Workii C onotrur#inn Famit Application is hereby made for a Permit to Construct ( ) or Repair (-*) an Individual Sewage Disposal System at: 31 •- Location-Ad ress t Lie or Iyot No. ........................................................ ...� -•--•----I•----......aClY1t... 4�Ct'Y1Ylt.�r............... ......._... S Owner Add¢ess i } W S6 IYJRIn S..r ,A( 5 . \�Ccrryl'dwT� ,a ?.??CD...... "'7 ........................ Installer dress Type of Building Size Lot.................... ......Sq. feet �., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building No. of ersons____________________________ Showers � YP g ------•--••----------------- P ( ) — Cafeteria ( ) Otherfixtures _....-•-•-•---•-•-----••-----••-----------------•--•-------•--._.._--•-•----••-------•------.._.-----•-•------•------......_.......---------.....---- w Design Flow............................................gallons per person per day. Total daily flow................................._____.__.__gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--_---------------- Diameter.................... Depth below inlet.-.................. Total leaching area..................sq. ft. z ;',,„',,..,Other Distribution box ( ) Dosing tank ( ) '� Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test. Pit,No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R1' -----•-------------------------••----••-•----•-------......------.......----....----•--•-•-----••......................................................... Description6f'Soil....................................................................................................................................................................... w x "@ •.........j----••.......... ..... Nature of Repairs or Alterations—Answer when applicable 7"_s c¢x; �6 4.tP � 3 �e C.ch `�r e c�1 U P ------------------------------•..---------------••-• -- ---•---� qn2--• --r -------"1°----------------•••------------•---------•----------------------------------------------------------------------------.._.. --------------•-•------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T ITIE 5 of the State Sanitary Code The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by.the board of health, .-•• i .11...- !�w ,� --------------------------------- -------------------------- Application Approved BY - -•-------- 4-�".. . .-=--- ---.._._. ,v Date Application Disapproved for the following reasons-----------------------•-------••-•---------------------•---------------------------------------••-----•••--•-- .....................................................•--••-------•--- j Date PermitNo.. 47� •!0............................... Issued_....-----•-----------------....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......�c..wYi..................OF.........I.�Cerr� r b................._.........................._._. (Irrtif uttte of TompliFartre t!J_A!1!112.:........ . ....•----------' .:_......P.----...-- -----•-----....---•------------(----)---.r Repaired by THIS IS TO CERT Y That the Individual Sewage Disposal System constructed o lV nstallerM has been installed in accordance with the provisions of ITLF 5 of The State Sanitary Code as4des ribe in the application for Disposal Works Construction Permit No.__.__c &. :___� _____ dated---------------- ? THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI(?N SATISFACTORY. DATE.......................�.�5. .............................•....... . Inspector................................. . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �'atw ................OF. .rrt No. ..�... ! _..._-_.._�..................... .._....---....._..--------- FEE.... :. '......... .IX Disposal Endo Tnanstrurtinn "peranit Permissionis hereby granted............ N-----••--•-•--•-•---••----•---------••---•-••--•................................................ to Construct ( or Repair ( ) an Individual Sewage Disposal System at No...__... - �-"-- �Y ..--•-- � t �" Icy'/'►-►'.. ------- Street as shown o the application for Disposal Works Construction Permit No.... ............. Daled........... _ _-_____.._........ ^ V3 __________________________________ DATE. Board of Health -...•-.---• � ....................... . FORM 1255 A. M. SULKIN, INC., BOSTON PROPOSED �\ LEGEND N PUMP CHAMBER- \ - 20 EXISTING CONTOUR SterOn Rd EXISTING CESSPOOLS } x 10.98 EXISTING SPOT GRADE PROPOSED CONTOUR o TO BE PUMPED & REMOVED 1 $ -W- EXISTING WATER SERVICE o Frost t^ \ -G- EXISTING GAS SERVICE PROPOSED 19,52 t \ e,H,W,-OVERHEAD WIRES Arbor woy SEPTIC\ TANK I ` x F W-0t 3 0 2 0 INSTALL A 40 MIL POLY LINER o WETLAND FLAG s@ TOP OF LINER, EL.=.20.5 Ak- WETLAND SYMBOL BOTTOM OF LINER, EL.=18.0 I TEST PIT ',1 C\ ����OO I 1 /�^♦♦ ; f BENCHMARK LOCUS 6Ptob0`��� Sy i1 I i ♦♦ POSSIBLE OVERFLOW TRENCH CONNECTtD TO CESSPOOL TO BE REMOVED SEPTIC SYSTEM NOT TO SCALE FW-01�. ♦ $; LOCUS MAP 0)/ i �• �� y,% �,+ 0 7 j �, VARIANCE REQUESTS �'� II 1�� i rl,Q f �il<, ♦♦ • a -310 CMR 15.405(1)(b)&(h): CONTENTS OF LOCAL UPGRADE APPROVAL W-021 17.15 x i 5' ♦ 1) A 15' variance, S.A.S. to cellar or crawl space wall, for 18J3 , xi�'C ��P-2 ♦ SA I a 5' setback. 21.06 ♦♦ RS� N 2) A 1 ' reduction to the required separation between adjusted x ♦ m high groundwater and bottom of S.A.S., for 4' of separation. p ♦ -310 CMR 15.255(5): CONSTRUCTION IN FILL 19• ♦� 3) Request a 3' reduction to the required 5' stripout boundary, for a \ �� I 2BM2 ♦♦ 2' stripout around the perimeter of the SAS. Leaching calculations FW 03 \ YCI.83 / `� ♦ for the proposed SAS are based on bottom area only. 3 \ \ GARAGE y \ (SLAB) ♦ -LOCAL REGULATION Chapter 360-1 , Location of Components with P 6.02 (CRAWL NP ♦ Respect to Water Body's: O: `� 32 ♦ 8.44 20.21 4, (r ,/ �•� x i . ♦ �\ 4) A .68' variance, Septic Tank to Bordering Vegetated Wetland, •.•ter T 1 DECK �o ♦ for a 32' setback. MADEP Title 5 requirement is 25'. `ro, 41 6, - '9 �y z ♦ 5) A 54' variance, Pump Chamber to Bordering Vegetated Wetland, �z y�♦♦�� ` � �• 19.11 ♦♦ for a 46' setback. MADEP Title 5 requirement is 25' o ' • �'��i Q�i �• .s>. ♦♦ 6) A 45' variance, S.A.S. to Bordering Vegetated Wetland, for a 15.52 9�'A 1 '� H ,9., ..' • lop, ♦♦ 18.32 55' setback. MADEP Title 5 requirement is 50'. F♦ `' EXISTING / .•. • :., � . 8� . mac` ,b •x �+ 1� I HOUSE(,#43) 2115 / P K, �q ♦ ��, OF MASS qy 15.05 x 1 ` - ��� I TOF=22.1f-I / �• 18.62`., , - .':.::_. ♦ �c�Q' G x (CELLAR FL.=15.56) / 0 o PETER T. J' • -- / i .. . .:" . �x MCENTEE 16.47 � CIVIL FW-05 17 18.22 No. 35109 F 1 7.98 « ..._. . .. ,., 2.0Z9 •� ' •'•j'.� WETLAND CONSULTANT COR./BOTT STEP o 18.31 STONE `1 .V5 \ \ o MARSH MATTERS ENVIRONMENTAL EL.=19.661 �z DRIVEWAY P.O. BOX 554 FW-0 `�` O1 i LET 21 \ N •17,49 FORESTDALE, MA 02644 �a�, :�2 < x 18,043 ±SF i �y 978-434-1228 sR �;I'O \ 8 FLOOD ZONE DESIGNATION OWNER OF RECORD \ \ �� `•To PA _ 268-157 __ 17.36' EFFECTIIVEMAP NO. 25001 DATE. JJULYJ 16, 2014 FISH, WILLIAM A & VIOLA A �oo,\`. . �� CATCH BASIN ZONE X (NON HAZARD) 43 SILVER LANE \ FRESH W4TER �I� 16.67 17.13 HYANNIS, MA 02601 \ WETLAND\ F W-6 7 i--- _ `\ �• \\ \\ �• , x 15.44 107.09 PROPOSED SEPTIC SYSTEM UPGRADE PLAN �' '�• _5,85°09140 W 43 SILVER LANE, HYANNIS, MA „ \\ \\ //' •� Prepared for: William & Viola Fish, 43 Silver Lane, Hyannis, MA \ \ / x 14.X \ Engineering by: SCALE DRAWN JOB. NO. \ �- �• i Engineering Works, Inc. \ N 0.00 \ FW-08 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 8/30/17 P.T.M. 1 of 3 " • NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER SHALL B INSTALLED O 5 SHOWN ON SHEET 1 SEPTIC TANK & PUMP HAMBER BOTTOM OF LINER, 20.5 .0 INSTALL RISERS & COVERS OVER INLET MANHOLES SET TO 6" OF FINISH GRADE PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER OUTLET MANHOLES SET TO FINISH GRADE. COVERS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL WATERTIGHT RISER, AND PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" COVER SET TO WITHIN 6" OF OF FINISH GRADE FOR INSPECTION PURPOSES F G EL =22.1 FINISH GRADE. F.G. EL.=21.1(MIN.) t ff F.G.. . EL.. F.G. EL.=21.1 t F.G. EL.=18.8 to 19.2t=18.5f /- F.G. EL.=18.8(min.) f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. J (AVE. COVER=1.5')" (AVE. COVER=2.0') r 2a Dia L = 11'(MAX.) INSPECTION PORT za•Dia ® S=1% (MIN.) 4"SCH¢0 PVC za•Dia za•Dia / 1 MINIMUM) L 1 28' L = 2' 2" SCH 40 PVC ® S=1% (MIN.) TOP OF TANK=17.36 TOP TANK 4"SCH40 PVC 2a•DIA.COVER ® S=1% (MIN.) 17.06 4'SCH40 PVC = PROVIDE THRUST BLOCKS/ALL BENDS s 7.15Cr " TO 3" .o o INVERT 3' 10 44" LIQUID LEVEL 14 INV.=16.45 10" 12 Boats INV.=17.75t INV.=19.48 6 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' INV. 47" LIQUID EST. HIGH G.W. SOIL ABSORPTION SYSTEM (PROFILE) EFFLUENT INV.=16.50 LEVEL (MAX.) EL.=15.2 PROPOSED CELLAR I r _ INV.=19.20 FLOOR 'IL 1556t MBOTT. OF TANK=12.82 BOTT. OF TANK=12.52 �� PROPOSED 1500 GALLON SEPTIC TANK PROPOSED 1000 GALLON PUMP CHAMBER INSTALL 2 LAYERS OF FILTER FABRIC ri- INFILTRATOR IM1530 GALLON PLASTIC TANK INFILTRATOR IM1060 GALLON PLASTIC TANK UNDER INLET UNITS AND EXTEND FOR INV.=16.75 2 FEET, FOR SPLASH ATTENUATION. ESTABLISH VEGETATIVE COVER T T EXISTING SEWER NOTES C ONNECT 0 E G BACKFILL WITH CLEAN NATIVE OR HOUSE, INV.=17.25 VERIFY 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE PERC SAND TO TOP OF CHAMBERS INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BREAKOUT=TOP TRUE TO GRADE ON A MECHANICALLY COMPACTED TOP ELEV.=20.3 „ SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.=19.8 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=19.2 - 4) EFFLUENT FILTER TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY ZABEL OR EQUAL.THE OWNER 4' MIN. ABOVE HIGH G.W. IS RESPONSIBLE FOR HAVING THE EFFLUENT FILTER (WITH VARIANCE) EFFECTIVE WIDTH=17.0' CLEANED ANNUALLY OR MORE FREQUENTLY. EXISTING SUITABLE EST. HIGH G.W., EL=15.2 _ MATERIAL SEPTIC SYSTEM PROFILE TION USE s ROWS OFArc SYS36 HD UNC TEM ION I TTH No N.T.S. SEPARATION BETWEEN EACH ROW & NO STONE DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 4 BEDROOMS DATE: JULY 5, 2017 (REF.. P#15,390) SOIL TEXTURAL CLASS: CLASS I . SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) DOSING & STORAGE REQUIREMENTS WITNESS: DONALD DESMARAIS RS (HEALTH AGENT) DESIGN FLOW: 440 GPD DESIGN PERCOLATION RATE: <2 MIN/IN DOSING REQUIRED: 4 CYCLES/DAY (SAND) DAILY FLOW: 440 GPD Elev. TP- 1 Depth Elev. Tf-2 Depth 440 = 4 = 110 GALLLONS/CYCLE DESIGN FLOW: 440 GPD 20.5 0" 20.9 A O" DISTANCE REQUIRED BETWEEN PUMP GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER FILL LOAMY SAND ON AND PUMP OFF FLOATS: 1 9.7 A 9 , 1 OYR 4/2 110 GAL/CYCLE -279 GAL/FT = 0.39 FT/CYCLE (SAY 5") LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF LOAMY SAND 20 4 B 6 STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS 74 GPD/SF 10YR 4/2 LOAMY SAND STORAGE PROVIDED.: 19.5 B 12 1OYR 5/4 INV.(IN) EL: 16.45 - PUMP ON EL: 13.96 = 2.49' PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY-PLASTIC LOAMY SAND 18.4 30" STORAGE PROVIDED = 2.49' x 279 GAL/FT = 694.7 GALLONS INFILTRATOR IM-1530 C 10YR 5/4 PERC PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY-PLASTIC 17.5 36" 24"/42" PROPOSED D-BOX: 1 INLET, 6 OU INFILTRATOR I c ET (MINIMUM), H-10 RATED MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 6 ROWS OF 5-ADS Arc 36 HD UNITS WITH NO 2.5Y 6/6 2.5Y 6/6 43 SILVER LANE, HYANNIS, MA SEPARATION BETWEEN EACH ROW & NO STONE ADJ.. G.W. ADJ.. G.W. 15.2 (MOTTLING) - 64" 15.2 (MOTTLING) _ 69" Prepared for: _Wiliam Fish, 43 Silver Lane, Hyannis, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 12 8 MOTTLING) G.W. _ 92" 12.8 (MOTTLING) ING (Arc36HC Units) 30 UNITS x 5.0 LF x 4.80 SF/LF = 720.0 SF - 97" Engineering by: SCALE DRAWN JOB. No. 12.5 96" 11.9 108" Engineering Works, Inc. N.T.S. P.T.M. 200-17 DESIGN FLOW PROVIDED: 0.74(720.0 S.F.) = 532.8 GPD OBSERVED GROUNDWATER, EL.=12.8 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET'NO.. NOMINAL AREA OF BED = 17.0' x 25.0' = 425.0 SF ADJUSTED HIGH GROUNDWATER, EL.=15.2 (508) 477-5313 8/30/17 P.T.M. 2 Of 3 GENERAL NOTES: NEMA 4 JUNCTION BOX CORROSION RESISTANT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS PROVIDE WATERTIGHT 24" RISER WITH BY 1-1/4.. PVC CONDUIT. JOINTS TO BE MADE OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SECURED FRAME & COVER TO GRADE WATERTIGHT. AN SJE RHOMBUS-JB PLUGGER LOCAL RULES AND REGULATIONS, EXCEPT.AS REQUESTED BY VARIANCE. _ OR EQUAL IS RECOMMENDED. PROVIDE ENOUGH WIRE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SLACK TO REMOVE PUMP TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING DESIGN ENGINEER. HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1/8" DIAMETER. / 1,760 LB. STRENGTH.--,,,, 24"I.D:0IA. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. ENGINEER BEFORE CONSTRUCTION CONTINUES. 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM (BARNSTABLE G.I.S.f). INV.(IN)=16.45 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. ALARM ON EL: 14.21 2" 90- ELBOW W/ 1/4" WEEP HOLE 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PUMP ON EL: 13.96 FOR SELF-DRAINING FORCE MAIN 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM. 2" SWING CHECK VALVE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS PUMP OFF EL: 13.54 20 7„ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BOTTOM OF 12" 2" SCH. 40 PVC DISCHARGE PIPE BY THE APPROVING AUTHORITIES. DRIVEWAY SURFACE SHALL BE RESTORED PUMP CHAMBER WITH PAVEMENT OR STONE. ELEV.= 12.52 WALL THICKNESS=0.2v ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDE 2 FLOATS: (TO PREVENT PREMATURE PUMP BURNOUT) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. FLOAT NOA: PUMP ON/OFF-POLYLOCK FLOAT PROVIDED WITH PUMP 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY DISC SERIES PUMP .4 H.P. 115 V IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S., OR (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2�. DISCHARGE, OR EQUAL AS OTHERWISE DIRECTED AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 15.255(3). PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE CAPE WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING PUMP DETAIL SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND BUOYANCY CALCULATIONS N.T.S. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. INFILTRATOR IM-1530 1500 GALLON SEPTIC TANK GARAGE BACK OF HOUSE BOTTOM OF UNIT EL.= 12.82 HIGH GROUNDWATER EL.=15.2 (ADJUSTED) BUOYANCY FORCE PER FOOT OF DEPTH: DEC/ 14.7' x 5.2' x 1' x 62.4 Ibs./cu.ft. = 4769.9 Ibs. Oc MAX. DISPLACEMENT = 15.2 - 12.8 = 2.4' 63.5" '�� 05 MAX. UPLIFT PRESSURE = 2.4' x 4769.9 Ibs/ft = 11,447.8 Ibs. 'J' 14 WEIGHT OF UNIT EMPTY = 501 Ibs. d7�'Wl O?3--� 61 AVERAGE COVER OVER UNIT = 1.5' 3.. WEIGHT OF COVER = 14.7' x 5.2' x 1.5' X 110 Ibs./cu.ft. = 12,612.6 ils. ,>• COMBINED WEIGHT = 501 Ibs. + 12,612 Ibs. = 13,113 Ibs. I� 13,113 Ibs > 11,448 Ibs O.K. 33.8 PROPOSED 0 0 0 INFILTRATOR IM-1060 I S.A.S. 1000 GALLON PUMP CHAMBER BOTTOM OF UNIT EL.= 12.52 TOP VIEW HIGH GROUNDWATER EL.=15.2 (ADJUSTED) 60" S.A.S• LAYOUT BUOYANCY FORCE PER FOOT OF DEPTH: END CAP END CAP MAX. DISPLACEMENT = 15.2 - 12.5 10.6' x 5.2' x ,' x 62.4 Ibs./cu.ft. = 2.7 2.7' Ibs. FRONT VIEW SIDE VIEW PROPOSED SEPTIC SYSTEM UPGRADE PLAN MAX. UPLIFT PRESSURE = 2.7' x 3439.5 Ibs/ft = 9286.7 Ibs. END CAP REAR/TOP VIEW 43 SILVER LANE HYANNIS MA WEIGHT OF UNIT EMPTY = 320 Ibs. � AVERAGE COVER OVER UNIT = 2' NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW Prepared for: Willam Fish, 43 Silver Lane, Hyannis, MA WEIGHT OF COVER = 10.6' x 5.2' x 2' 110 Ibs./cu.ft. = 12,126 ils. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY COMBINED WEIGHT = 320 Ibs. + 12,126 Ibs. = 12,346 Ibs. DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. Engineering by: Works, DRAWN JOB. NO. 12,346 Ibs > 9287 Ibs O.K. 4640 TRUEMAN BLVD Engineering Works, Inc. N.T.S. P.T.M. 200-17 NOTE: THIS DESIGN CONFORMS TO THE "INFILTRATOR IM-Series TANK mwm. HILLIARD, OHIO 43026 Arc 36 DETAIL d 12 West Crossfield Road, Forestdole, MA 02644. DATE CHECKED SHEET NO. BUOYANCY CONTROL GUIDANCE REQUIREMENTS. ADVANCED DRANAGE SYSTEMS, INC. (508) 477-5313 8/30/17 P.T.M. 3 Of 3 n. PROPOSED �\ LE D N PUMP CHAMBER \ " - 20--EXISTING CONTOUR Sterlin Rd w x 10.98 EXISTING SPOT GRADE o EXISTING CESSPOOLS _ TO BE PUMPED & REMOVED - PROPOSED CONTOUR _ —G— EXISTnING GAS SERVING WATER CE � Frost t,n PROPOSED 19,52 —6•H.N�OVERHEAD WIRES a o SEPTIC` TANK , x FW-01 3 �. Arbor wo O WETLAND FLAG 1 � 2 0 INSTALL A 40 MIL POLY LINER s^ TOP OF LINER, EL.=20.5 -46- WETLAND SYMBOL u; f BOTTOM OF LINER, EL18.0 .= �` TEST'PR � BENCHMARK LOCUS be`� It f i /I \ POSSIBLE OVERFLOW TRENCH sy CONNECTtO TO CESSPOOL I' I �� ♦ TO BE REMOVED LOCUS MAP Fw-o10)/ SEPTIC SYSTEM NOT TO SCALE • Ir y,% � ,+ 0 7 I ,� VARIANCE REQUESTS I % fPi�� • a -310 CMR 15.405(1)(b)&(h): CONTENTS OF LOCAL UPGRADE APPROVAL x W-021 17.15 5 ' P-2 S I 1) A 15 variance, S.A.S. to cellar or crawl space wall, for I 18.73 , x �% �� �♦ A V. a 5' setback. %/�'� 21.06 ♦♦ \� N 2) A 1 ' reduction to the required separation between adjusted x \ �' m high groundwater and bottom of S.A.S., for 4' of separation. $_ 9`�`� o -310 CMR 15.255(5): CONSTRUCTION IN FILL Olt '� ;� \ 3) Request a 3' reduction to the required 5' stripout boundary, for a \ 00/83 2B22 ♦ 2' stripout around the perimeter of the SAS. Leaching calculations FW-03 1 GARAGE `� ♦♦ for the proposed SAS are based on bottom area only. 2 ( \ O (sLAB) �o \ -LOCAL REGULATION Chapter 360-1, Location of Components with Respect to Water Body's: 6,02,2, \ \\ 8,4 4 `• Aye 20,21 \ \ 4 A 68' variance, Septic Tank to Bordering Vegetated. Wetland, w ) P 9 9 I \0 \\ T 6`'p DECK for a 32' setback. MADEP Title 5 requirement is 25'. 4 l� - 'y may/ \ 5) A 54' variance, Pump Chamber to Bordering Vegetated Wetland, f \ 19,11 � ` � '. ♦ for 46' setback. MADEP Title 5 requirement is 25' �z 90\ir ♦ a se ac 6) A 45' variance, S.A.S. to Bordering Vegetated Wetland, for a \� 18.32 55' setback. MADEP Title 5 requirement is 50'. 15,5EXISTING 21,15 / l�!� P': ;•`. 8,8�oiQj�` Ou 15.05 ` �� I TOF=22.if I / 18.62.. : ,':.: _ ♦ pF Mq x x (CELLAR FL.=15.56) // 0 16,47W.--� i •��'` :.`. '�•.. � o PETER T. ✓' FW-OS iI 18,22 �F 1 7.98 i : :`: :`,:; .:.. 17,79 McENTEE 7BM-1 ��'F •20-29 18.72 ` v CIVIL `S WETLAND CONSULTANT No. 35109 COR./BOTT. STEP I o� /� �'/`'���,�, 18,31 STONE o '1 ,�57 MARSH MATTERS ENVIRONMENTAL GIS1E���, EL.=19.66 . i •� 4� �F,s, DRIVEWAY cn .. P.O. BOX 554 SS E FW-0 `�� < C1!36 18,0INS043 2SF i _� N .17.49 FORESTDALE, MA 02644 \ ti �`n �• 978-434-1228 S ti �`Q Q �. O \ 8 FLOOD ZONE DESIGNATION OWNER OF RECORD \ \ • gyp, PA _ I6. 268-1 57 ` � 17.36 � MAP NO. 25001CO568J FISH, WILLIAM A & VIOLA A \\ �O \`. /- - __- G - -SG_ ® CATCH BASIN EFFECTIVE DATE: JULY 16, 2014 43 SILVER LANE \ FRESH WATER �I� �'' t, I S ZONE X (NON HAZARD) HYANNIS, MA 02601 !� 16,67 `�-�-' 17,13 \\ WETLAND\\ F W-67 \ \ �• / x 15.44 10-7.09 PROPOSED SEPTIC SYSTEM UPGRADE PLAN \� \ 'S,85'09140" W 43 SILVER LANE, HYANNIS,. MA \ \ / �• Prepared for: William & Viola Fish, 43 Silver Lane, Hyannis, MA �\ t. x 14,1:7►.` Engineering by: SCALE DRAWN JOB. NO. 1,.=20' P.T.M. 200-1 \ Engineering Works, Inc. 7 \ FW-0�.0,00 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 8/30/17 P.T.M. 1 of 3 4 NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER SHALL BE INSTALLED AS SHOWN ON SHEET 1 SEPTIC TANK & PUMP HAMBER TOP OF LINER, EL.=20.5 INSTALL RISERS & COVERS OVER INLET MANHOLES SET TO 6" OF FINISH GRADE BOTTOM OF LINER, EL.=18.0 INSTALL RISERS & COVERS OVER OUTLET MANHOLES SET TO FINISH GRADE. COVERS PROPOSED D-BOX PROPOSED S.A.S. SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL WATERTIGHT RISER, AND PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" COVER SET TO WITHIN 6" OF OF FINISH GRAD_ E_ FOR INSPECTION PURPOSES F.G. EL.-22.1 f FINISH GRADE. F.G. EL.=21.1 f -•�. F.G. EL.=21.1(MIN.) F.G. EL.=18.5f F.G. EL.=18:8(mim*� F.G. EL.=18.8 to 19.2t (AVE. COVER=1.5') (AVE. COVER=2.0') MAINTAIN 2% GRADE (MIN.) OVER S.A.S. f r / f L = 11'(MAX.) za Dia za•Dia INSPECTION PORT L 28' � S=1� (MIN.) 2a•Dw za•DIA 4"SCH40 PVC (1 MINIMUM) ® S=17 (MIN.) TOP OF TANK=17.36 L = 2' TOP TANK 2"' SCH 40 PVC / 4"SCH40 PVC za^DiacoveR ®"SCH40(PVC) =17.06 PROVIDE ?HRUST BLOCKS/ALL BENDS 6 7.15" TO INVERT fo" -71 44" LIQUID LEVEL is INV.=16.45 12 floats INV.=17J5t INV.=19.48 6 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' INV.=19.31 47" LIQUID EST. HIGH G.W. SOIL ABSORPTION SYSTEM (PROFILE) CELLAR EFFILTENT INV.=16.50 LEVEL (MAX.) EL.=15.2 PROPOSED _ INV.=19.20 FLOOR 15 56t BOTT. OF TANK=12.82 J& 4M BOTT. OF TANK=12.52 �� PROPOSED 1500 GALLON SEPTIC TANK PROPOSED 1000 GALLON PUMP CHAMBER INSTALL 2 LAYERS OF FILTER FABRIC INFILTRATOR IM1530 GALLON PLASTIC TANK INFILTRATOR IM1060 GALLON PLASTIC TANK UNDER INLET UNITS AND EXTEND FOR INV.=16.75 2 FEET, FOR SPLASH ATTENUATION. ESTABLISH VEGETATIVE COVER CONNECT TO EXISTING SEWER NOTES: BACKFILL WITH CLEAN NATIVE OR AT HOUSE, INV.=17.25(VERIFY 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE PERC SAND TO TOP OF CHAMBERS INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BREAKOUT=TOP ;t.' .;'.':':•: TRUE TO GRADE ON A MECHANICALLY COMPACTED TOP ELEV.=20.3 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.=19.8 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=19.2 - 4) EFFLUENT FILTER TO BE INSTALLED ON OUTLET TEE 2.83' AS MANUFACTURED BY ZABEL OR EQUAL-THE OWNER 4' MIN. ABOVE HIGH G.W. IS RESPONSIBLE FOR HAVING THE EFFLUENT FILTER F (WITH VARIANCE) EFFECTIVE WIDTH=17.0' CLEANED ANNUALLY OR MORE FREQUENTLY. EXISTING SUITABLE EST. HIGH G.W., EL=15.2 MATERIAL SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) USE 6 ROWS OF 5-ADS Arc 36 HD UNITS WITH NO N.T.S. SEPARATION BETWEEN EACH ROW & NO STONE DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 4 BEDROOMS DATE: JULY 5, 2017 (REF. P#15,390) SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) DOSING & STORAGE REQUIREMENTS WITNESS: DONALD DESMARAIS RS (HEALTH AGENT) DESIGN FLOW: 440 GPD DESIGN PERCOLATION RATE: <2 MIN/IN TP- � De th Elev. TP-2 Depth DOSING REQUIRED: 4 CYCLES/DAY (SAND) DAILY FLOW: 440 GPD Elev. _ _ t� 440 = 4 = 110 GALLLONS/CYCLE DESIGN FLOW: 440 GPD 20.5 0" 20.9 A 0" DISTANCE REQUIRED BETWEEN PUMP GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER FILL LOAMY SAND ON AND PUMP OFF FLOATS:6 19.7 A 9 10YR 4/2 110 GAL/CYCLE _279 GAL/FT = 0.39 FT/CYCLE (SAY 5") LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF LOAMY SAND 20.4 B " STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS .74 GPD/SF 10YR 4/2 LOAMY SAND STORAGE PROVIDED: 19.5 B 12 1OYR 5/4 INV.(IN) EL: 16.45 - PUMP ON EL: 13.96 = 2.49' PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY-PLASTIC LOAMY SAND 18.4 30" STORAGE PROVIDED = 2.49' x 279 GAL/FT = 694.7 GALLONS INFILTRATOR IM-1530 10YR 5/4 F C PERC PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY-PLASTIC 17.5 36" 24"/42" IM-1060 INFILTRATOR C PROPOSED D-BOX: 1 INLET, 6 OUTLET (MINIMUM), H-10 RATED F MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 6 ROWS OF 5-ADS Arc 36 HD UNITS WITH NO 2.5Y 6/6 2.5Y 6/6 43 SILVER LANE, HYANNIS, MA SEPARATION BETWEEN EACH ROW & NO STONE ADJ.. G.W. I ADJ.. G.W. 15.2 (MOTTLING) - 64`' 15.2 (MOTTLING) _ 69„ Prepared for: Willam Fish, 43 Silver Lane, Hyannis, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 12.8 STG. G.W. S 92" 12.8 STG. G.W. _ 97" Engineering by: SCALE DRAWN JOB. N0. DESIGN Units) 30 UNITS x. 5.0 LF x 4.80 SF/LF = 720.0 SF 12.5 96" 11!9 108" Engineering Works, Inc. N.T.S. P.T.M. 200-17 DESIGN FLOW PROVIDED: 0.74(720.0 S.F.) = 532.8 GPD OBSERVED GROUNDWATER, EL.=12.8 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. ADJUSTED HIGH GROUNDWATER, EL.=15.2 NOMINAL AREA OF BED = 17.0' x 25.0' = 425.0 SF (508) 477-5313 8/30/17 P.T.M. 2 of 3 I GENERAL NOTES: NEMA 4 JUNCTION BOX CORROSION RESISTANT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF. HEALTH AND THE DESIGN ENGINEER. & LIQUID-TIGHT COND I . JOINT TO SUPPORTED 2. ALL WORK AND MATERIALS 'SHALL CONFORM TO THE REQUIREMENTS PROVIDE WATERTIGHT 24" RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SECURED FRAME & COVER TO GRADE WATERTIGHT. AN SJE RHOMBUS-JB PLUGGER LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BY VARIANCE. OR EQUAL IS RECOMMENDED. PROVIDE ENOUGH WIRE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SLACK TO REMOVE PUMP TO INSPECTION AN-D APPROVAL BY THE BOARD OF HEALTH AND THE INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING DESIGN ENGINEER. HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1/8" DIAMETER. / 1,760 LB. STRENGTH. 24"I.D•DIA. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. ENGINEER BEFORE CONSTRUCTION CONTINUES. 2" BALL VALVE FIELD ADJUST FOR 20 GPM RATE 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM (BARNSTABLE G.I.S.f). I NV.(IN)=16.45 (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) ) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF kPUMP 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. ALARM ON EL: 14.21 2" 90' ELBOW W/ 1/4" WEEP HOLE 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PUMP ON EL: 13.96 { FOR SELF-DRAINING FORCE MAIN 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM. 21 1 I 2" SWING CHECK VALVE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS PUMP OFF EL: 13.54 0 17> AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BOTTOM OF 12" 2" SCH. 40 PVC DISCHARGE PIPE BY THE APPROVING AUTHORITIES. DRIVEWAY SURFACE SHALL BE RESTORED PUMP CHAMBER WITH PAVEMENT OR STONE. ELEV.= 12.52 WALL THICKNESS=0.2vADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDE 2 FLOATS: (TO PREVENT PREMATURE PUMP BURNOUT) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. FLOAT NOA: PUMP ON/OFF-POLYLOCK FLOAT PROVIDED WITHLIBERTY LE40 SERIES PUMP .4 H.P. 115 V 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL WITH 2 DISCHARGE, OR EQUAL IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S., OR (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) AS OTHERWISE DIRECTED AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 15.255(3). PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE CAPE WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING PUMP D ETAI L SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND BUOYANCY CALCULATIONS N.T.S. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. INFILTRATOR IM-1530 1500 GALLON SEPTIC TANK R E \\\\\\\\ BOTTOM OF UNIT EL.= 12.82 HIGH GROUNDWATER EL.=15.2 (ADJUSTED) BUOYANCY FORCE PER FOOT OF DEPTH: 14.7' x 5.2' x 1' x 62.4 Ibs./cu.ft. = 4769.9 Ibs. DECK MAX. DISPLACEMENT = 15.2 - 12.8 = 2.4' tp MAX. UPLIFT PRESSURE = 2.4' x 4769.9 Ibs/ft = 11,447.8 Ibs. 63.5" 7' WEIGHT OF UNIT EMPTY = 501 Ibs. d'�Wl p�?3_ /61 ^D� AVERAGE COVER OVER UNIT = 1.5' T ry' 2 WEIGHT OF COVER = 14.7'x 5.2' x 1.5' X 110 Ibs./cu.ft. = 12,612.6 ils. 3 I M rL v�, �), COMBINED WEIGHT = 501 Ibs. + 12,612 Ibs. = 13,113 Ibs. j� 6c` 13,113 Ibs > 11,448 Ibs O.K. 33.8 PRO SED p p INFILTRATOR IM-1060 1 S.A.S. 1000 GALLON PUMP CHAMBER BOTTOM OF UNIT EL.= 12.52 TOP VIEW HIGH GROUNDWATER EL.=15.2 (ADJUSTED) 60" S.A.C J' _" 1/�Y OUT BUOYANCY FORCE PER FOOT OF DEPTH: 10.6' x 5.2' x 1' x Ibs./cu.ft. = 2.7 2.7' END CAP END CAP MAX. DISPLACEMENTNT = 15.2 - 12.5 3439.5 Ibs. FRONT VIEW SIDE VIEW PROPOSED. SEPTIC SYSTEM UPGRADE . PLAN zz MAX. UPLIFT PRESSURE = 2.7' x 3439.5 Ibs/ft = 9286.7 Ibs. REAR/TOP VIEW END CAP 4J SILVER LANE WEIGHT OF UNIT EMPTY = 320 Ibs. , HYANNIS, MA AVERAGE COVER OVER UNIT = 2' NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW Prepared for: Willam Fish, 43 Silver Lane, Hyannis, MA WEIGHT OF COVER = 10.6' x 5.2' x 2' 110 Ibs./cu.ft. = 12,126 ils. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY COMBINED WEIGHT = 320 Ibs. + 12,126 Ibs. = 12,346 Ibs. DIFFER SLIGHTLY FROM ACTUAL PRODUCT-APPEARANCE. Engineering by: SCALE DRAWN JOB. NO. Inc.12,346 Ibs > 9287 Ibs O.K. r 4640 TRUEMAN BLVD Engineering Works, N.T.S. P.T.M. 2.00-17 NOTE: THIS DESIGN CONFORMS TO THE "INFILTRATOR IM-Series TANK q, E® HILLIARD, OHIo 43026 Arc 36 DETAIL a 12 West crossfieid Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. BUOYANCY CONTROL GUIDANCE REQUIREMENTS. ADVANCED DMNAGE SYSTEMS.INC. (508) 477-5313 8/30/17 P.T.M. 3 of 3 •