Loading...
HomeMy WebLinkAbout0059 SEVENTH AVENUE (HYANNIS) - Health 59 SEV l\ THAVYRNtiE PF Hyannis A = 246 — 153 i q C �- TOWN OF BARNSTABLE LOCATION S _kVe SEWAGE# VILLAGE , ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) �1 NO.OF BEDROOMS l zfi�ti� OWNER f t�� r N PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet f Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) A, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of lea in facility) Feet FURNISHED BY VA i �D W oQ-tq to 1 f t _ N No. 7f t Fee THE COMMON EALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS plkation for 30isposal *pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) ,)]Complete System• ❑Individual Components Location Address or Lot No..5 R SG� � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Lh(ildenj Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Aff Q� Type of Building: � � n� I �J1�.�� fir- o Dwelling No.of Bedrooms .1YI d LPot Size sq.ft. Garbage Grinder( ) Other Type of Building S —�61 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uire ) ZaG gpd Design flow provided gpd Plan Date [19 Number of sheets Revision Date r. s Title Size of Septic Tank Type of S.A.S. Q t, Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 f t vironment ode and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of ltli. Signed Date L _ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Date Issued .4r ;. `�++rmt.,f:•w,;ss anv�.-�"sF,:'w"7;,i.r+vs3.,geRu�..:{,..•v^v..«^..,.. - ti. - M 1+�. r�.. -.,_ -. .. w a•w... No. i� S � •�/, t`f, Fee I' THE COMMONWEALTH OF MASSACHUSETTS i Entered in computer: Yes PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS ,. } V01itatlon for Mi posal *pstrtn Construction Permit , Application for a Permit to Construct( ) Repair( ) Upgrade K) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3 q S -ret f i �. Owner's}}Name,Address,and Tel.No. Assessor's Map/Parcel Z.f_,t' �f 1r"1 e`�' ` ' (hi�'1:id"I'"M 74 _V$d.(k Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. h Type of Building;... dry ` eFa Dwelling No.of Bedrooms Lot Size j;)QT) sq.ft. Garbage Grinder( ) Other Type of Building :�s� t�t stQ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3` gpd Design flow provided a ,{ gpd Plan .Date • 101 Number of sheets Revision Date Title : , I . :&SImA ?iwd ��'�ti � 0-Ala C-9 6:0k-f• Ave P106,h�a Size of Septic}}Tank 1 Type of S.A..S. M;'f �, J t, 610 R �.il i f 011r - p A �a� 1 ?$ f.�l i^it � l oa �''bAI� 6w (1 (v' I'1n.P,4 ""a � Description of Soil � P - M _ — 1 Nature of Repairs or Alterations(Answer when applicable!') ��` ! t��i f ins ��1 °' �. j n(, 40 k t 'Lu 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/nvironmenta-A,ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board51ealth.- t, Signed l Date 1,0;6 v Application Approved by \� .1 __ _ �^"" � Date f ' Application Disapproved by .a Date for the following reasons f • ,.fie _ i Permit No. Ei '"/U / Date Issued l/ ,�,�" _.. .. ----------------------- a� - ------------ -._ _.-. Qom" +T 1 —d 141 li � (-.�,/,rA1/� 'THE COMMON�V AI;TH OF MASSACHUSETTS T BARNS.TABLE XASSACHUSETTS �,�ertifrtate�of �om�rian >e THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(;1,�) ,,-•-- // `` Abandoned( )by i 11 A k�<_ l- XfA � ki �. �. at _�,C _( /� �, Q. 4, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No'D29C/G/ dated ��•�.'"�,,//�-�✓` Installer ,)(i .� '1��( ��� {tp Designer �I ii"K� #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will�of n a' designed. Date L4 b I �t Inspector I Ar �;; i ' ----- - --- ----- --------------- No - - ------------------ ------- ------------ ----------Fee --- --�,1, /d .✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction i3Prmit Permission is hereby granted to Construct( ) Repair( ) Upgrade(V Abandon( ) System located at ��1 ye" 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 OW3 Approved by Town of Barnstable �FIME o Regulatory Services Richard V. Scali,Interim Director • BAANSTABLE: : - PublicRealth Division 9� >16 9. `0 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&DesilZner`Certification Form �1- o Date: Sewage Permit# Assessor's Map\Parcel 2 "i s Pew r N C CVx•+e-e l; Designer: �n�e�-.n J r,� c s j►iC Installer: OQ�': .r� rv"A Ieac CC\ �,+v;. Address: 12 IAJr Crt ,'\/C/ /ZJ Address: irlp-S Lei On �r ,ntre`.�` cC4V% li sUe � 2 �I s d a permit to install a (date) (installer)- septic.system at9 +d�v��"� (�..Q ,��4a��basedon a design drawn by (address) � Cry,n eei,✓1 eVa J sx �v, Ih� dated +2�/ I�Z6-I ty (designer) _4ZI certify that the septic system referenced above was installed substantially according to the:design,which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than .10',lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the terms of the I1A approval letters (if applicable) ��N b PETERT. tAEE In aller's Signature) M Ct 9 tyo.3510 /��4�� REOISSE��O (Designer's Signature). (Affix Designe ere) PLEASE RETURN:TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. (j'Septic"Designer Certification Form Rev 8-14-1 3.doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backiill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfill'ing to specified grades with proper compaction and setting risers/covers as shown on the design plan. r .Bk 32861 P9133 #20090 04-28-12020 @ 02:`18P QED' RESTRICTION WHEREAS, SCUDDER BAY INVESTMENT CORP. of 65 Scudder Bay Circe; Centelvitte, MA 02632 Js the owner of 59 Seventh Avenue, Hyannis, MA. MA(hereinafter referred to as.59 Seventh Avenue, Hyannis, MA 02630 WHEREAS, SCUDDER BAY 1NVE$TMENT CORP: as the owner of said premises has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as apre- condition to obtaining a disposal works construction permit in compliance with 31.0 CMR 15.000 State Environmental.Code, Title V, Minimum Requirements for the Subsurface Di9posal of.Sanitary Sewage; 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 16.20.0, State Environmental Code, Title V, Minimum Requirements for the.Subsurface Disposal of Sanitary. Sewage, and authorizing the issuance of a.:building permit for the renovation of a tingle family home on this property, is requiring that the agreement for the restriction on the number of bedrooms:in any house constructed on the lot be put on record with the: Barnstable County R egistry of Deeds.by recording this document. Bk 32861 Pg134 #20090 NOW, THEREFORE,;SCUDDER BAY INVESTMENT CORP does hereby the following restriction on his above_referenced land`in actor y place dance with his agreement with the Town of Barnstable Board of Health, which restriction s with the land and be bindiiag upon all'successors in title: hal! run 59 SEVENTH AVENUE, HYANNIS, MA may have constructe d upon the lot a house containing no more than T_W,0(2) bedrooms SCUDDER BAY INVESTMENT CORP_ agrees that this shall,be. restricfion affecting 59 SEVENTH STREET HYANNIS MA 02 permanent deed - 630. For title of SCUDDER BAY INVESTMENT CORP. Seethe followin 32764. Pae g deed Book. Executed as a sealed instrument this day of April,2020.. Scudder say investment Corp.,, Y• ..�ey Robert J. Corcoran, its President 8 reasurer' L SS . COMMONWEALTH OF MASSACHU88TTS Now personally appeared the above named Robert J. Corcoran as the President and Treasurer of Scudder Bay Investment Corp. Massachusetts Drivers License and acknowledge�t the foregoing ego ng act to behrough a. act and deed as President and Treasurer of Scudd his free me Irve ' e t.Corp,before Notary Public—David B. Lane My commission expires: 11/4/2022 Kit S JOHN F; HEADE, REGISTER 'BARNSTABLE COQNTY REGISTRY OF DEEDS RECEIVED S:RECORDED ELECTRONICALLY l Town of Barnstable a">KASMS ' Board of Health 039. 200 Main Street, Hyannis MA 02601 Office: 508-8624644 John Norman FAX: 508-790-6304 Paul I Canniff,D.M.D. Donald A.Guadagnoli,M.D. October 7, 2019 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 RE: 59 Seventh Avenue, Hyannis A = 246-153 Dear Mr. McEntee, You are granted variances on behalf of your client, Kathleen Olsson, to construct an onsite sewage disposal system at 59 Seventh Avenue, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 15.405: To install a septic tank five (5) feet away from the front property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.405: To construct a soil absorption system five (5) feet away from the side property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.405: To construct a soil absorption system five (5) feet away from the front property line, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.405- To install a septic tank six (6) feet away from a cellar wall, in lieu of the minimum ten (10) feet separation distance required. 310 CMR 15.405: To construct a soil absorption system six (6) feet away from a cellar wall, in lieu of the minimum twenty (20) feet separation distance required. 310 CMR 15.405: To allow a sleeved water service to be installed within ten feet of the proposed septic tank. 310 CMR 15.405: To install a septic tank four (4) feet away from a coastal bank, in lieu of the- minimum twenty-five (25) feet separation distance required in Title V. 310 CMR 15.405: To construct a soil absorption system eight (8) feet away from a coastal bank, in lieu of the minimum fifty (50) feet separation distance required in Title V. Q:\WPFILES\McEnteeOlsson 59 Seventh Avenue Hyannis Variances 2019.docx cJJ Section 360-1 of the Town of Barnstable Code: To install a septic tank four (4) feet away from a coastal bank, in lieu of the minimum one-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system eight (8) feet away from a coastal bank, in lieu of the minimum 100 feet distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank fifty-five (55) feet away from a vegetated wetland, in lieu of the minimum one-hundred (100) feet separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system fifty-six (56) feet away from a vegetated wetland, in lieu of the minimum 100 feet distance required. These variances are granted with the following conditions: (1) The engineering plan shall be revised to: (a) reflect two bedrooms (not three); (b) show two liners with one located between the SAS and the foundation and the other on the front side of the SAS; and (c) correct the setback errors in the `Variance Requests' section. (2) No more than two (2) bedrooms maximum are authorized at this property. (3) 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 two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans. (5) 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 revised engineered plans. Physical constraints at the site severely restrict the location of the septic system due to the small size of the lot and its close proximity to wetlands. The proposed septic system was designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rel yours, J n Norman, Chairman Q:\WPFILES\McEnteeOlsson 59 Seventh Avenue Hyannis Variances 2019.docx Engineering Works, Inc. _ s 12 West Crossfield Road, Forestdale, MA 02'644 Tel/Fax(508)477-5313 -Town of Barnstable September 9, 2019 Board of Health 200 Main Street Barnstable, MA 02601 Re: 59 Seventh Ave., Hyannis, MA (Parcel ID: 246-153) Dear Members of the Board, On behalf of the property owners, the following request for variances related to a septic system i upgrade, is being made. A complete septic system is being proposed to replace the:failed septic system. Variance Requests are as follows: ; I 310 CMR 15.405(a)(b)(f)&(g) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, septic tank to property line (front), for a 5' setback. 2. A 5' variance, S.A.S. to property line.(side), for a 5' setback. 3 A 5' variance, S.A.S. to property line (front), for a 5' setback. 4. A 4' variance, septic tank to cellar wall, for a 6' setback. 5. A 4' variance, S.A,S,to cellar wall, fora 6' setback. 6. A variance to allow a new sleeved water service to be installed within 1'0'' of the proposed septic tank, 7. A 21' variance, septic tank to coastal back, for a 4' setback. 8. A 42' variance, S.A.S. to coastal bank, for an 8' setback. • LOCAL REGULATION, Chapter 360, Article 1 —Setback Requirements, 9. A 96' variance, septic tank to coastal bank, for a 4' setback. 10. A 92' variance, S,A,S. to coastal bank, for an 8' setback. 11. A 45' variance; septic tank to vegetated wetland, for a 55' setback. 12. A 44' variance, S.A.S. to vegetated wetland, f r a 56' setback.- Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography and ease of equipment maneuverability, Sin erely, Peter T..McEntee P.E. Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 Town of Barnstable September 9, 2019 Board of Health 200 Main Street Barnstable, MA 02601 Re: 59 Seventh Ave., Hyannis, MA (Parcel ID: 246-153) Dear Members of the Board, On behalf of the property owners, the following request for variances related to a septic system upgrade, is being made. A complete septic system is being proposed to replace the failed septic system. Variance Requests are as follows: • 31 CMR 15.405(a)(b)(f)&(g) —CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, septic tank to property line (front), for a 5' setback. V 2. A 5' variance, S.A.S. to property line (side), for a 5' setback. 3. A 5' variance, S.A.S. to property line (front), for a 5' setback. �n A 4' variance, septic tank to cellar w f�afl, for 6' setback. 5. A 4' variance, S.A.S. to cellar wall, for a 6' setback. V 6. A variance to allow a new sleeved water service to be installed within 10' of the proposed septic tank. n 7. A 21' variance, septic tank to coastal back, for a 4' setback. - 8. A 42' variance, S.A.S. to coastal bank, for an 8' se k. • LOCAL REGULATION, Chapter 360, Article 1 —Setback Requirements V9. A 96' variance, septic tank to coastal bank fora 4 setback. VO- A 92' variance, S.A.S. to coastal bank, for an 8' setback. �11. A 45' variance, septic tank to vegetated wetland, for a 55' setback. 12. A 44' Variance, S.A.S.'to vegetated wetland, for a 46' setback. r^ v �L �J Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography and ease of equipment maneuverability. Sincerely, SA Peter T. McEnte P.E. LISPS TRACFQNG# „ First-Class Mail I Postage&Fees Paid LISPS Permit No.G 10 9590 9402$'t�+6�`I"$248 1409 08 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 y ■ Complete items 1,2,and 3. 7SignaturEel= N Print your name and address on the reverse ❑Agent I so that we can return the card to you. �- n_ . ❑Addressee I ■ Attach:this card to the back of the mailpiece, B. Received by(PI Name) C.`Date of Delivery I or on the front if space permits. �r D. Is delivery address different*6KAem 1? ❑Yes Prop ID:246152 If YES,enter deliveVaddre"ss below: P p No I \� , MGRCIER,JACQUEUELINE &COONGX, I� 314 MAIN ST UNIT 3 T = '1 �,(I`�� t ,5 MELROSE, MA 021764. 3. Service Type ❑Priority Mail Express® IIIIII IIII III I II IIII I I I"III I II I I((I II II III ❑Adult Signature Restricted Delivery O Registered Mail Restricted 9590 9402 4464 8248 1409 08 .e Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise —2. Article_Number_I.Tra nsfer_from_service_/abe0 ❑Collect on Delivery Restricted Delivery Signature ConfirmatiorI red Mail ❑Signature Confirmation 7018 0360 0�0 0 3 917 .3 7 3,4. 'red Mail Restricted Delivery Restricted Delivery $soo) PS Form 3811,July 2015 PSN 7530-0270009053 _ �� Domestic Return Receipt USPS TRACKNG# I First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 4784 8344 0950 59 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 111011,11HIIIIII-1lljlil,lt,t)1111in'!i:„llll�lt�ill►lii1111' l :StN1)ER,:�COMPLETE THIS SECTION '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. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 15' /7—/ 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes r - ^---- - If YES,enter delivery address below: ❑ No Prop ID:246176 MCKEON,ANN L TR MOKEON REALTY TRUST / PO01, 767 W.ST HYANNISPORT, MA 02672 �-^ - -----o II Service T e I IIIIII IIII III I I III II II I I III I I I III III I I I III YP ❑Priority Mail 1 TM @ i ❑Adult Signature ❑Registered MailTM ❑Adult Signature Restricted.Delivery ❑Registered Mail Restricted digCertified Mail® Delivery 9590 9402 4784 8344 0950 59 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise s2__Article_Numher_(Tiansfer_frnm_.ervira.._lahell ❑�on Delivery Restricted Delivery ❑Signature Confirmation T"' 7 01,8: 113 0 0 0 0 D 0 4 8 7 9 010 j Mail ❑Rlestrictred Delivery anon r� ,t S �t r �� i , .� ;t i Mail Restricted Delivery ry PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I USPS TRACIQNG# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 4784 8344 0995 76 United States 'Sender:Please print your name,address,and ZIP+4®in this box;, Postal Service Engineering Works, Inc. M 1 12 West Crossfield Road II Forestdale, MA 02644 I I iili,�ii,i`ioi►aj�fjljj,,�i,jij,lj.iils�, l��iaj��t�j�lj.j,iicji��lr cOMPLETE THI&SECTION, 11111111. Complete items 1,2,and 3. A. Signs re i Print;your name and address on the reverse X 0 Agent so that we can return the card to you. ❑Addressee v ( r W C. ■ Attach B. ed by ued Name this card to the back of the mailpiece, Date of Delivery t or on the front if space permits. �Z 1. Article Addressed to: _ D. I eliv addres erent from item 1? ❑Yes - _ i If YES,enter delivbfy address below: ❑No Prop ID:246169 l a I Iq DAVID.,THERESA TR GREENHOUSE REALTY TRUST I, 15 PROCTOR ROAD .✓ 0 CHELMSFORD, MA 01824 J 3. Service Type ❑Priority Mail Express® Qp I II I illlll IIII III I II II II I� i III I I III I II II I I III ❑Adult 4froertif Delivery steered Mail Restricted Q 9590 9402 4784 8344 0995:76 ❑Certified Mail Restricted Delivery ❑Return Receipt for Q ❑Collect on Delivery Merchandise a,,;�e_��;,on ❑Collect on Delivery Restricted Delivery r❑Signature ConfirmationTm 7 Mail ❑Signature Confirmation 7 018 1130 0 0 0 0 1486 2 9 3 7 Mail Restricted Delivery Restricted Delivery 0 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Engineering Works, Inc. ► - _.__i:._ _�... 12 West Crossfield Road Forestdale, MA 02644 7018 1130 0000 0486 2920 KC .r • Prop ID:246153 b • `�� _ � usa LEARY, SYBIL&OLSSON, K L & t,\ RONALD LEARY 2011 TRUST ° 303 LINDEN PONDS WAY, UNIT 621 ` �I p�" " 4 HINGHAM,MA 02043-3762tz IV _.:___°,_. ► t3 Las ' 1r\ _",,n.= � 1. . , £gl . NF:E I 81.8CO009"J Y4119 -0RWA`RD T'I1ME EXP RTN TO SEND LEARY ' 137 HALS , [3R >' A, HINGHAM MA 02 0 43-1661 RETURN TO .SENDER ' •� •� ` � �����,��� �llll�''�Ii11�3��1tli����� ll�alIl���If�lI►�1��►I��,�(eillll��lllll� ARM SENDER::COMPLETE THIS SECTION COMPLETE,THIS SECTION ON.DELIVERY j ■ Complete items 1,2,and 3. A. Signature = i ■ Print your name and address on the reverse X ❑Agent 1 so that we can return the card to you. ❑Addressee I I ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. I _ 1,.-Artinle_Addressed_tn--__ _ _ __- D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑ No I 1q ,Prop ID:246153 I LEARY, SYBIL&OLSSON, K L& ` I RONALD LEARY 2011 TRUST 3.11 3II0 I 3I LINDEN INDENI I PONDS ONDS WAY, AY, UNIT i I 621 �9 I HING'1-1A\01,"MA 02043-3762 Service 11 Priority ridue Registered ❑Al Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery v ❑Collect on Delivery Merchandise I 9590 9402 4784 8344 0996 20 0 Certified Mail Restricted Delivery ❑Return Receipt for 2._Articl_e Number(Transfer from sernce/abet) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmatlonTM Mail ❑Signature Confirmation • 7 018. 11:3 D D D D 0 D 48 6 2 9 2 0 ^ -'I Mall Restricted Delivery Restricted Delivery I i s s ;00) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I c I Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 September 9,2019 Re:59 Seventh Ave., Hyannis, MA(Assessors Map 246, Parcel 153) Construction Title 5 Septic 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 been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(a)(b)(f)&(g)—CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5'variance,septic tank to property line (front),for a 5'setback. 2. A 5'variance, S.A.S.to property line (side),for a 5'setback. 3. A 5'variance, S.A.S.to property line (front),for a 5'setback. 4. A 4'variance,septic tank to cellar wall,for a 6'setback. 5. A 4'variance,S.A.S.to cellar wall,for a 6'setback. 6. A variance to allow a new sleeved water service to be installed within 10'of the proposed septic tank. 7. A 21'variance,septic tank to coastal back,for a 4'setback. 8. A 42'variance, S.A.S.to coastal bank,for an 8'setback. • LOCAL REGULATION, Chapter 360,Article 1 —Setback Requirements 9. A 96'variance, septic tank to coastal bank,for a 4'setback. 10. A 92'variance, S.A.S.to coastal bank,for an 8'setback. 11. A 45'variance, septic tank to vegetated wetland,for a 55'setback. 12. A 44'variance, S.A.S.to vegetated wetland,for a 46'setback. The application and plans are available for review at the Barnstable Health Department,200 Main Street, Hyannis, MA, Monday through Friday(excluding holidays)from 8:30 a.m.to 4:30 p.m. A public hearing will be held,to discuss the proposed work,on Tuesday, September 24, 2019, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA erely, , Peter McEntee PE f Miorandi, Donna From: PETER MCENTEE <peter.mcentee@gmail.com> Sent: Monday, September 16, 2019 11:16 AM To: Miorandi, Donna; Crocker, Sharon Subject: 59 Seventh Ave Donna& Sharon, I noticed that I called the house a 3 bedroom house under "Design Criteria". It's a 2 bedroom house. Please note that on the plan and I will bring in a corrected plan to the hearing. Thank you- Peter Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax (508) 477-5313 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 t; �t c// 5 er, DATE: G (/ roi AA// $95.00 FEE*:KAM 059. of Town of Barnstable RE�.BY: c+ SCIMD.DATE: f Board of Health �a 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION Property Address: 59 Av-e �-1�Pi v►��S Assessor's Map and Parcel Number: .Z (.,-- 1 S 3 Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: i)-c— MG mini-ee PC Phone Did the owner of the property authorize you to represent him or her? Yes J No PROPERTY OWNER'S NAME CONTACT PERSON 1.<�, lee 615 s G✓t P e ts, M Cam..r� L Name: Name: ir I ✓3-7 )4 s' :v-e 12 W c ass o Q- Address: HA dzg93 Address: t�creS�.,:L le MA 62-16 tf 4 Phone: 7 1-7V9 — E67b Phone: — 4»-�3 I3 EMAIL:fe+e c-• rN c Q ry Ca VARIANCE FROM REGULATION(Incl-Reg.Code tt) REASON FOR VARIANCE(May attach separate sheet if more space needed) 310 CM(L 1s,s4c3� C��(6)(��?e(°� 1_.�I 2.e.�, Cam' �,of-��e� ,G�-nC� 1 � S '`- �---- �" �•e.•e �-4(-cLc.�cll 1�t!-}e�> NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.bamstable.ma.us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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 frill menu submitted(for grease trap variance requests only). Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decol1ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx Engineering Works, Inc. 12 West Crossfield Road, Forestdale; MA 02644 Tel/Fax (508) 477-5313 September 9, 2019 Town of Barnstable Board of Health 200 Main Street Barnstable, MA 02601 Re: 59 Seventh Ave., Hyannis, MA (Parcel ID: 246-153) Dear Members of the Board, On behalf of the property owners, the following request for variances related to a septic system upgrade, is being made. A complete septic system is being proposed to replace the failed septic system. Variance Requests are as follows: • 310 CMR 15.405(a)(b)(f)&(g)—CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 5' variance, septic tank to property line (front), for a 5' setback. 2. A 5' variance, S.A.S. to property line (side), for a 5' setback. 3. A 5' variance, S.A.S. to property line (front), for a 5' setback. 4. A 4' variance, septic tank to cellar wall, for a 6' setback. 5. A 4' variance, S.A.S. to cellar wall, for a 6' setback. 6. A variance to allow a new sleeved water service to be installed within 10' of the proposed septic tank. 7. A 21' variance, septic tank to coastal back, for a 4' setback. 8. A 42' variance, S.A.S. to coastal bank, for an 8' setback. • LOCAL REGULATION, Chapter 360, Article 1 —Setback Requirements 9. A 96' variance, septic tank to coastal bank, for a 4' setback. 10. A 92' variance, S.A.S. to coastal bank, for an 8' setback. 11. A 45' variance, septic tank to vegetated wetland, for a 55' setback. 12. A 44' variance, S.A.S. to vegetated wetland, for a 46' setback. Variance requests are being made to maximum feasible compliance, considering available suitable location, existing topography and ease of equipment maneuverability. Sincerely, Peter T. McEntee P.E. F DECK SPIRAL STAIRWAY BATH TO CELLAR KIT./DIN. BED RM. LIV. RM. 120 SFf BED RM. 130 SFf ENTRY ENTRY FLOOR PLAN 59 SEVENTH AVE., HYANNIS, MA Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 September 9, 2019 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 59 Seventh Ave., Hyannis, MA, (Parcel ID: 246-153), Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Kathleen L. Olsson Estate representative — printed name Estate representative - signature LrJ r+t TRANS. NO.: CITY/I OVVN: 0� n�,.s b L Q- J. APPLICANT: Q o:.�v►`s E>c c y�, .� rta ADDRICSS: 579 o v► DESIGN FLOW: 3?Cs gpd REVIEWED BY: lie M c L•,i—e �V DATE: �, .v°' N/A OIL NO GMEA1 Le Tal boundaries denoted [31..0 CMR 15.220(4),(a)] tom Street, Lot, tax.parcel number and lot number noted on p1ai1 [1.10 ✓. CMR 15.220(4)(u)] Locus Provided 310 CMR 15.2204(01 Plan. proper scale? (1"=40' for plot plans, 1.?'=20' or fewer for ✓, coinponents) [3:10 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] t/ System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [31.0 CNIR 15.41.2(4)] Location of impervious surfaces (driveways,parking areas etc.) ✓ [310 CM.R 15.220(4)(0)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)]. Location and dimensions of system components and reserve ✓ areas. [310 CMR 15.220(4)(e)] SyAe.m.Calculations [310 CMR 15,220(4)(f)] daily flow — se tic tank capacity (required andprovided) ✓ soil absorption system.(required andprovided) whether,system des ned,for arbage grinder North arrow [31'0 CMR 15.220(4)(g)] Existing and ry osed contours [310 CMR 151'220(4)( )] Location and. C,of deep observation holes(existing & ade el. on each test) [310 CMR I5.220(4)(h)] v Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] t/ Location and date of percolation.tests (performed at proper elevation?) 310 CNIR 15.220 4 i)] Percolation test results match loading rate? [31.0 CMR 15.242 Certification statement by Soil Evaluator [31.0 CMR 1.5.220(4) ')] Observed and Adjusted groundwater(method for adjustment given or indicated) [31.0 Cl\tR 15.103(3) and 310 CMR r Cr co 1 r�e 151220(4) n Address Sheet.I of-7 N/A OK NO Location of every water supply,public and private, [310 CMR 15120(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water sWply wells Location of all surface waters and wetlands located,Lip to 100 ft. beyond.setbacks.listed in 310 CMR 15.211 and any catch basins located within 50 ft. [3l0 CMR.15 220(4) 1)] Water lines and other:subsurface utilities located [310 CMR 15,220(4)(m)] (if water line cross see 310 CMR 1,511.1(.1)[1]) Profile of system showing invert elevations of all system coniponents.and the bottom of the SAS 310 CMR15.220(4)(0)] V-1 StqTp of designer [310 CMR 15.220(1) and 310 CMR .1.5.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 1.5.405(1)(k)] Test We adequate to demonstrate four feet of suitable material? [3.10 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? 1310 CMR 15.103(3)] Benchmark within 50-75' of system. 31Q,CMR 15.220 4 :. ` ] Materials specifications noted? [various:sections of 310 CMR 15000 System components not>36" deep(unless Local Upgrade Ap,proval.or LUA requested) 3,10 CMR 15.405(1(b)] Address Sheet 2 of 7 N/A. OK NO S1~PTIC TANK F° r. Size OK? [310 CMR 15.223(l)J Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 1.4" or 14"+ 5" per foot for increase ft depth [3`10 CMR 15.227(6)] Outlet tee with gas baffle or ap roved filter [31.0 CMR. 15,227(4)] Note regarding installation on stable compacted base [310 CMR 1.5.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15227(2)] Inlet/Outlet.elevations at least 1.2" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for t/ upgrades loader LUA 310 CMR 15.405(1)(k)] Minimum cover.9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 1.5.2228(1) and 310 CMR 15.232(3)(f)]' Three access covers (inlet and outlet must be 20" or:greater) /r middle access at].east 8" y 7/07 -31:0 C.MR 15.228(2) Access to within 6 " of grade -,one port f6r systems<1.000gpd, two for systems>1000 gPd [31,0 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR ✓ 15.228(2)] > 10 ft from building foundation.[310 CMR. 15.211(1)] Vet Ijr- Buoyaricycalculation.Re uired/Done 310 CMR 15.221(8 ] 1f H-20 Where appropriate? 3 0 CMR 15.226(3)] ✓ Setbacks from resources [310 CMR 15.211 Muth Compartment Tanks Required when other than single-family dwelling or flow>1000 d [310 CMR 15:223 1 ,(b)] First compartment 200%o daily flow; Second compartment,100% daily flow .310 CMR 15.224 2).and. 3 ] "U" pipe through or over.baffle,,outlet of each compartment with gas.baffle or approved ftlter [310 CMR 15.224(4) Address Sheet 3 of 7 N/A OK NO B€1IT.DING SSEWER,AND ®THER PYPING, t� Located at least ten feet from any waterline? [310 CMR 15.222(2)] �n Disposal piping at least 18"below water line (when water and sewer cross, see 310 CMRI 15.211 1 1 V "Ac-L Cleanouts re wired/ rovided ? 310 CMR 1.5.222 8 ] Thrust blocks specified in force mains?340 CMR 15.221(6)(c Slope of sewer line not less than 0.01 (VK/ft) 0.02.preferable ,[310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) [310 CMR 15.2.51 9) and 310 CMR 1.5.252(2)(c)] Siphon`problem/(leachfield below pump chamber Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (.not smaller than 3/8"not larger. than 5/8") [310 CMR 15.251(8) and 3.10 CMR 15.252(2)(b)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed DJ(5STRZBuTT]C�ON BOX: :``„Stable compacted.base [310 CMR 15.2211(2),:and 31.0 CMR 15,232(2)(a)] Splash plate or baffle tee required on;inlet/provided? (when / pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.M(3)(f)]_ Inside minimum dimension 12" [310 CMR 15.232 2 (b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd),• waterproof manhole if>2000gpd [3.10 CMR 15.232(3)(d)] PUl1'IP C>�AIVIBERS Capacity(emergency storage above working--design flow)? [31.0 CMR 231 2 ] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least20 MUST BE TO GRADE [310 CMR 15.231(5)] Service components.accessible<(not too deep with piping, disconnects accessible) Warm floats- alarm on ci.cuit,sep Grate from pumps specified? Exceeds two units niust.have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and S ] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15,221(8 ] Address Sheet 4 of 7 N/A OK NO SOIfL AB�®>RPTI()N`SYS,TEMSri(SAS)'GENERAL, 2� , 4 ' Calculations correct? / 4 feet of naturally occurring`material demonstrated?[310 CMR 15.240(1)] Required separation togroundwater? [310 CMR 15.212) Aggregate specified as double washed [310 CMR 15.247(2)] Ll System Venting required/provided? (system under driveway or >3'6" dee [310 CMR 15.241 Inspection ports specified and within 3"fi.nal grade? [310 CMR 15.240(13)] Breakout requirements met? (.No violation of breakout elevation within 15 ft of SAS unless barrier) 1­310 CMR 1.51.211(1)[4.] and Guidance Document]. GAL>G1ER,I.ES,,PITS,CI3AMB�RS`310�CMR 15 253 `'' .,! _ , _ _ Chambers andGal. in trench configuration supplied with inlet every 20 ft: [3.,10 CMR 15.253(6)] Each structure with one inspection rianhole (if>20.00 gpd must be tograde) 310 CMR 15.253 2 Aggregate.I'mi:nirnum- 4'maximum. [31.0 CMR 1.5.253(l)(b)] 2' sidewall credit maximum [310 CMR 15,253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253 6)] TRENCHES 31Q CMK 15 251 Width 2'minimum 3'maximum [310 CMR 1.5.251(l)(b)] 1.00 feet-maximum'length. 31.:0 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches [310 CMR 251 1) d Situated alongcontours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] BED SASK(Ma�mum s�zc of bedor field 50011 pd minimum 2 distribution lines [310 .CMR 15152(2)(a)] Maximuin separation between lines 6' [310 CM R15.252(2) d)] Maximum.separation between lines and outside of bed 4'13.10 CMR 1.5.252(2)(e)]_ � �— Aggregate depth below discharge pipes 6" minimum, 1.2." maximum. [310 CMR 1.5 252(2)(')] Separation between beds 10' mm* irnum. [310 CMR 15.252(2)( ] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7' N/A OK NO Pressure Dosed System ? Provided.pump and piping calculations as required 310 CMR 15.220 4` r) Pressure dosing required on.all systems>200Qgpd or alternative systems under remedial approval [31 O:CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system-make:sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 pd) good'to note on plan [310 CMR 15.254(2)(d.] Construction in fill -Did the plan specify that the fill shall.meet the specification of 310 CMR 15.255 3 ? In1 ervi.ous barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15,255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 1.5.255(2)] , Breakout requirements met?,[310 CMR 15.252(2) and Guidance Document] At least 5.ft. fiom impervious,barrier to edge of SAS (10 ft: recommended).[310 CMR 15.255 2 (e). Gr.,avelleSsYS step;jI/.f1Appraval�LeKexrsJ , ' y Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge v to scour soil interface A'Iternattve Setae S sfgtn[I/14 Ap roual Letters) Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and.does it meet all DEP Approval Conditions'? Is there a note on the plan regarding the requirement for OV perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicantsubmitted a copy of a maintenance varrattces ... M Are the variances listed on.the:plan ? [3 . 10 CMR 15.220 (4) q) RLS Stamp necessary on plan.;if a component is with n five / feet of property line [310 CM.R 15.412(4)] New construction or increased flow proposed- [Refer to 31.0 CMR .15.414] Address Sheet 6 of 7 Y ' ' NIA OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [31`0 CMR 15.214, 310 CMR 15,215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such D existing s. stems] Is the system,proposed on the same lot as served by private well.? / [310 CMR 15.2142 ] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l tlliscedlarzeorrs, y �P,�; Pum in.g.to se tie tank? 310 CMR 15.229 Shared System [310 CMR 15.200] Address Sheet 7 of 7 VARIANCE REQUESTSLEGEND N o 0 -310 CMR 15.405(1)(a)(b)(f)&(9): --10-- EXISTING CONTOUR r /S 1) A 5' variance, septic tank to property line (front), for a 5' setback. x 11.98 EXISTING SPOT GRADE o a re / 2) AJW' variance, S.A.S. to property line (side), for a 5' setback. W EXISTING WATER SVC. Road 3) A 5' variance, S.A.S. to property line (front), for a 5' setback. G EXISTING GAS SERVICE Craig ville Bach 4) A 4' variance, septic tank to cellar wall, fora 6' setback. cn 5) A14' variance, S.A.S. to cellar wall, for a 6' setback. --0.H. *- OVERHEAD WIRES -n ? 0 M 0 0 EBB 6) A variance to allow a new sleeved water service to be installed 3� WETLAND SYMBOL LOCUS x A 3 0 installed within 10' of the proposed septic tank. ? a WF-12 WETLAND FLAG m T 7) A 21' variance, septic tank to coastal bank, for a 4' setback. 12,13 m m ` 8) A 42' variance, S.A.S. to coastal bank, for an 8' setback. Maple Street v ♦ -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements TEST PIT CDFOCE♦. ♦♦\ 9) A 96' variance, septic tank to coastal bank• for a 4' setback. < O�c` ♦ \ SALT MAR5H 10) A 92" variance. S.A.S. to coastal bank, for an 8' setback. BENCHMARK 00 BVW1 S'9�T♦ -5,09 11) A 45' variance, septic tank to vegetated wetland, for a 55' setback. S *4 ,- �\ 12) A 44' variance, S.A.S. to vegetated wetland, for a 56' setback. 2.74 � ti RS - „ � FocF�. BVW2 ""'_�-ft� LOCUS MAP O'`�B. 2,98 VEGETATED 1.86 PB 34-P6 23 NOT TO SCALE WETLA B V 2.57 ♦ 1.93 � EX/ST/NG S.A.S. 3.3 A.S.(approx.) 3'76 xx x 3.41 � TO BE PUMPED, FILLED • W/SAND & ABANDONED iBARN5TA 0 W3 2.55 el GENERAL NOTES: (SEE NOTE 13) COASTAL BANK 4.11' CF\ 5.41 4.17I Qc, 7 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 5.77 ` GN ENGINEER. s'9LT,yARSH 2. ALL WORK AND BOARD OF LMA MATERIALS SHALLTH AND THE CONFORM TO THE REQUIREMENTS \ x 5.74 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O 7.42 tg. ---- -- \ BVW6 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BY VARIANCE. x DECKabove), 3.90 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 7•84 + 7.36 + 7 `x 3.87 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 8.21 x x PAT/O(below) DESIGN ENGINEER. SO. SILT F.� % BVW7 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ♦, B WORK LIMIT 3 O e�U�FE',Q x 7.42 %*�. 4.91 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ED t� BVWB ENGINEER BEFORE CONSTRUCTION CONTINUES. 09.56 EXI,STF17 �F B.V.H. 'y 5.28 5. ALL ELEVATIONS BASED ON NAVD88. HOUSE(#63) �. HOUSE 9) + 6.79 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ��T.0.F.- �f 8,.4 7.96THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF CELLAR,FLOOR, EL. 7.1t 1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. -13�-7 /1��Y 9 8.00 SHED � 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. PROP. SEWER 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM. 14,06 INV.=12.7/ \ RN5STABLE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS COASTAL B�7 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 22 5 f`__ DIRECTED BY THE APPROVING AUTHORITIES. O �? •'x 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING S.A.S. _ � . 1( 7 O :� .84 0 \, HRUSS '.13.02: FEMA ZONE X 13 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �: DPNN CONSTRUCTION. TP " O 14.57 + 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS O O O I 16� - ___ �vM � 13.56 SHRUBS TOP OF COASTAL BANK -------- J 29 120� 13.30 (DEP POLICY 92-1) IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND S 02.40�45�� E '�• PAVED REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). _ + C� ♦. __DDRIVEWAY CB 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 15.7 �dS❑ //16.132 PROPOSED SLEEVED 'O•BFFER 13.65 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. PROPOSED S.A.S. WATER SERVICE TO •,W�•�.�, 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING 2-500 GALLON CHAMBERS �•� SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SURROUNDED W/STONE MAG, NAIL 15.32 OF 17,38 16,33 PROPOSED 3.95 12 78 �c�P��� SS�`yG 14. THECONTRACTOR STABIIL STABILITY OFSHALL ADJACE ADJACENTALL STRUCTURES AND PRECAUTIONS F T IN THE ANY. BENCHMARK SEPTIC TANK o PETER T. �, 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND MAGNETIC NAIL SET M CIVIL IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. EL.=16.33 S V ENT H A V E CIV WETLAND CONSULTANT W W No. 35109 SABATIA, INC. S1 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 21 Observatory Ln 59 SEVENTH AVE., HYANNIS, MA Pocasset, MA 02559 (508) 563-5349 OWNER OF RECORD �l� Y)q Prepared for: Quinn's Excavation, 39 Bog River Bend, Mashpee, MA 02649 RONALD LEARY 2011 TRUST Engineering by: SCALE DRAWN JOB. NO. FEMA FLOOD DESIGNATION LOTS 6029 604 & 606 LEARY, SYBIL & OLSSON, KATHLEEN L 1^=20' P.T.M. 238-19 MAP NUMBER: 25001CO564J 10,500 SF BROWN, PETER R, TRUSTEES Engineering Works, Inc. EFFECTIVE DATE: JULY 16, 2014 303 LINDEN PONDS WAY, UNIT 621 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. Zone X and AE (EL13) PARCEL ID: 246-153 HINGHAM, MA 02403-3762 (508) 477-5313 9/9/19 P.T.M. 1 Of 2 r i 11 NOTE: TO PREVENT BREAKOUT, FINAL GRADE :Y SEPTIC TANK SHAFORLL NOT BE A DI TANCE AT, OF 15' FROM THE 11.5 EDGE INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE 1ROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=15.7f SET TO 3" OF F.G. TOJ SERVE AS INSPECTION PORT F.G. EL.=14.5t �• F.G. EL.=15.0t � F.G. EL.=15.0f F.G. EL.=15.0t MAINTAIN 2% SLOPE OVER S.A.S. L = 6' +. 3'(max.) L = 6' L = 16' 1EXISTING ® S=1% (MIN.) ® S=1% (MIN.) © S=1% (MIN.) I HOUSE(#59) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC I 2" LAYER OF 1/8" TO 1/2" T.Q.F.- 71 6" oo DOUBLE WASHED STONE 6 aaB�9aaa (OR APPROVED FILTER FABRIC) h 14 aaaaaaa --3 4 TO 1-1 2 DOUBLE INV.=12.50 48" LIQUID " h LLi WASHED STONE LEVEL ADD 1 : INV.=12.17 PROPOSED 2.6' 4.8' 2.6' 2,3' GAS BAFFLE INV•=12.00 2 /2 D-BOX EFFECTIVE WIDTH 10' -6oj INV.=12.25 3 OUTLETS . .. . . ,.. INV.=11.00 I 0 1 `L E'tPROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS WITH STONE 1 1! / AROUND AND BETWEEN CHAMBERS AS SHOWN PROPOSED S.A.S_ MODIFY INTERIOR PLUMBING f--- 29' -I NEW SEWER INV.=12.70 H-20 RATED NOTES: TOP CONC. ELEV.=12.1 fAl 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BREAKOUT ELEV.=11.50 INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. INV. ELEV.=11.00 aaaa f3aaaSIR 8 a 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND Baaaa ®aaIF aa Fmommm 2 14 SRUEIX NCOH C CRUSHED GRADE DNSTONE MECHANICALLY AS SPECIFIED BOTTOM ELEv.= 9.00 4' ENDS 8.5' 4' SEPTIC LAYOUT IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 29.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' ABOVE GROUNDWATER LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO GROUNDWATER, EL.=4.0 - ®' ®a ® ® I SEPTIC SYSTEM PROFILE ®®®®®® ®®®®® 37" w ®®®®®® ®®®®® N Z ® a®®® ®®®®® SOIL LOG 102" DATE: SEPTEMBER 4, 2019 (REF#TPT-19-127) DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 4" KNOCKOUT WITNESS: DAVID STANTON R.S. HEALTH AGENT NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH (::7, LOAMY SAND 4" KNOCKOUT COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 15.3 O 15.0 O11 4" KNOCKOUT 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN FILL I FILL DAILY FLOW: 330 GPD 13•9 A 17" 13.2 A 22" DESIGN FLOW: 330 GPD LOAMY SAND 13.5 10YR 4/2 22" 12.7 10YR 4/2 27„ GARBAGE GRINDER: NO-not allowed with design B B LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAM 5/8D 1 LOOAMRY SANND 500 GALLON CAPACITY, H-20 LOADING 10Y.74 GPD/SF 12.3 36" 11.2 46" CHAMBERS C I C PERC PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY r 36"/54" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH MED. SAND MED. SAND 59 SEVENTH YANNIS MA STONE AROUND AND BETWEEN CHAMBERS (10.0' x 29.0') 2.5Y 7.4 2.5Y 7.4 AVE.,f f Prepared for. Quinn's Excavation, 39 Bog River Bend, Mashpee, MA 02649 SIDEWALL AREA: 2(10.0' + 29.0') X 2 = 156.0 SF - 10.0' x 29.0' = 290.0 SF Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: _ P.T.M. 38 19 4.0 136" 4.0 132" Engineering Works Inc. N.T.S. 2 TOTALAREA:..............................................................446.0 SF , PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(446.0 SF) = 330.0 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 9/9/19 P.T.M. 2 Of 2 LEGEND N �►' VARIANCE REQUESTS aCD �� -310 CMR 15.405(1)(a)(b)(f)&(g): - -10-- EXISTING CONTOURCD 1) A 5' variance, septic tank to property line (front), for a 5' setback. x 11.98 EXISTING SPOT GRADE ® o a 2) A .4' variance, S.A.S. to property line' (side) setback.for 6' tbk.{ w EXISTING WATER SVC. acn Rood 3) A 5' variance, S.A.S. to property linei (front), for a 5' setback. Craigville B 4) A 4' variance, septic tank to cellar wall, for a 6' setback. Gi EXISTING GAS SERVICE Ln 5) A 14' variance, S.A.S. to cellar wall, for a 6' setback. -- 0.H.W- OVERHEAD WIRES s CD EeB 6) A variance to allow a new sleeved water service to be installed WETLAND SYMBOL LOCUS X _ ° a a installed within 10' of the ro osed se tic tank. s S s P P P WF-12 O < y 7) A 21' variance, septic tank to coastal bank, for a 4' setback. WETLAND FLAG D oCD W 8) A 42' variance, S.A.S. to coastal bank, for an 8' setback. 12.13 m CD CD ` -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements Maple Street Ln CD Fo�E. ♦`\ 9) A 96' variance, septic tank to coastal bank, for a 4' setback. TEST PIT CD OF ♦ \ SALT MARSH 10) A 92" variance, S.A.S. to coastal bank, for an 8' setback. BVWIs 09 11) A 45' variance, septic tank to vegetated wetland, for a 55' setback. BENCHMARK = 12) A 44' variance, S.A.S. to vegetated wetland, for a 56' setback. 2174 CD F�GF�. BVw2 VEGETATED �� 1.86 LOCUS MAP (/� 2,98 PB 34-PG 23 L,q B � NOT TO SCALE EXISTING S.A.S. (approx.) �� TO BE PUMPED, FILLED X 3.3�' 2.57 �` 1,93 W/SAND & ABANDONED 3.765\ (SEE NO TE 13) x x 3 8 x 3.41 �BARNS TABLE W 3 2.55 �\ INSTALL 40 MIL POLY LINER COA57ALBANK� 0 4.11' !Oc�� GENERAL NOTES: TOP OF LINER, EL.=12.0 5.41 4,17 ` 13� O,r 7 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOTT. OF LINER, EL.=7.0 5.77 Sq BOARD OF HEALTH AND THE DESIGN ENGINEER. !T'yARSy 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE. REQUIREMENTS O 7.42 RI E --- - - - \ x 5,74 BV W6 -4- OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE x \ 3.90 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BY VARIANCE. DECK(above) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR x 8.21 ___784x PATIO(below) + 7,36 + 7 -x 387 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE __ SILT FE _ �-- DESIGN ENGINEER. `�.6 WORK LIMIT 3 ♦ B V W 7 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O `,Q x 7,42 ---0, 4,91 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ED . BVW8 ENGINEER BEFORE CONSTRUCTION CONTINUES. 9.56 HOU ETl N �F B V IV -0 5.28 5. ALL ELEVATIONS BASED ON NAVD88. HOUSE(#63) _� 59) + 6,79 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ��. /xT.O.. 7f 8.4 7.96 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1 CRAWL' CELLAR FLOOR, IEL. 7.1t 1 / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. -- -13 9[� 8 00 SHED 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. PROP. SEWER 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM. . 2 ' 14,06 INV=1 .7 \ RATABLE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 6' ifl uB COASTAL B�NJ / TOP OF COASTAL BANK / AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE Nt"l3 (DEP POLICY 92-1) DIRECTED BY THE APPROVING AUTHORITIES. EXISTING S.A.S. �:.1: O ��' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ---------I O ... 1 7 O ......,�1 ,84 O ��, HRC/BS '.13,02: FfMA ZONE X 13 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �'.1P; I O 14,57oR�\ \ 13,56 SHRUBS CONSTRUCTION. O O - O J 17� - 29-+__ �7\� \ + �`� �F MASS 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ----- io 120' \ 13.30 ��Q� 9�yG IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND PAVED o PETER T. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). S 02°40 45 E �, r^ --+ �, p' 2RIVEWAY CB McENTEE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE PROPOSED S.A.S. 15,73 -�a/S❑ / I PROPOSED SLEEVED �• 6 �/El? 13,65 CIVIL "' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 2-500 GALLON CHAMBERS 16.02 WATER SERVICE TC 4V�' _ No. 35109 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING SURROUNDED W/STONE MAG, N IL 15,32 EG/S(E O SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 17.38 16.33 PROPOSED 13.95 f 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE SEPTIC TANK ,12.78 THE STABILITY OF ADJACENT STRUCTURES AND RETAINING WALLS, IF ANY. BENCMARKET PLAN REVISION 9/25/19 Q �- ��G 15. THIS S NOT IBETCCONSIDERED A USED O PROPERTY SL NE SURVEY.PURPOSES ONLY AND L.=16.MAGNETIC3 S V ENT H V L 1) VARIANCE,2, CHANGED TO 4' l W W 2 VARIANCEt 5 CHANGED TO 14' WETLAND CONSULTANT SABATIA, INC. 3) POLY LINER ADDED BETWEEN S.A.S. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 21 Observatory Ln ,� 1 AND CELLAR WALL 59 SEVENTH AVE., HYANNIS, MA Pocasset, MA 02559 (508) 563-5349 �° �eJ OWNER OF RECORD Prepared for: Quinn's Excavation, 39 Bog River Bend, Mashpee, MA 02649 D� �IS�annp� FEMA FLOOD DESIGNATION LOTS 602, 604 at 6 A-k RONALD LEARY 2011 TRUST 606 ` Engineering by: SCALE DRAWN Joe. No. LEARY, SYBILI & OLSSON, KATHLEEN L MAP NUMBER: 25001 C0564J ,N� 1"=20' P.T.M. 238-19 10,500 SF f BROWN, PETER R, TRUSTEES Engineering Works, Inc. EFFECTIVE DATE: JULY 16, 2014 >� ,y�G�f 303 LINDEN PONDS WAY, UNIT 621 12 West Crossfield Road, Forestdole, MA 02644 DATE Zone X and AE (EL13) PARCEL ID. 246-153 If�aa`� �"viu ^ HINGHAM, MA` 02043-3762 (508) 477-5313 9/9/19 P.T.MECHECKD SHEET NO.2 +4 t fe ' NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT I BE AT, OR BELOW, EL.=1 1.5 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER j PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER�OVER ONE CHAMBER AND , T.O.F=15.7f SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT III F.G. EL.=14.5t F.G. EL.=15.0t F.G. EL.=15.0t F.G. EL.=15.Ot MAINTAIN 2% SLOPE ,' OVER S.A.S. L = 6' 3'(mox.) = L = 5' 1EXISTING j L = 16' S=1% (MIN.) S=1% (MIN.) @ S=1% (MIN.) HQUSE(#59) 4'SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" T.D.F.-1 7f, 6.. DOUBLE WASHED STONE to"I n 6 aaa�aaa (OR APPROVED FILTER FABRIC) 14" i INV.=12.50 48" LIQUID aaaaaaa -3/4" TO 1-1/2" DOUBLE 1� LEVEL WASHED STONE ADD INV.=12.17 PROPOSED 2.6' 4.8' 2.6' GAS BAFFLE _BO INV.=12.00 2 .S. INV.=12.25 EFFECTIVE WIDTH = 10' 3 OUTLETS INV.=1 1.00 -p PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS WITH STONE •- . AROUND AND BETWEEN CHAMBERS AS SHOWN 1 PROPOSED S.A.S_ MODIFY INTERIOR PLUMBING H-2o RATED 29' ''6+ NEW SEWER INV.=12.70 GJQ. NOTES: TOP CONC. ELEV.=12.1 f 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BREAKOUT ELEV.=11.50 Al INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. INV. ELEV.=11.00 69aa aaa ev ease "103382) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND aaaaB eases TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.= 9.00 Em ISEPTIC LAYOUT SIX INCH CRUSHED STONE BASE, AS SPECIFIED 4' ENDS 8.5' IN 310 CMR 15.221(2). 4' OFPNATURALLY OCCURRING EFFECTIVE'LENGTH = 29.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' ABOVE GROUNDWATER AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL. NO GROUNDWATER, EL.=4.0 - LEACHING SYSTEM SECTION SEPTIC SYSTEM PROFILE o ®®®®®®®®®®® 37" W ®p®®®®®®®®®® N Z Ea IGI®®®®®®®® ' SOIL LOG 102" DATE: SEPTEMBER 4, 2019 (REF#TPT-19-127) DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DAVID STANTON R.S. HEALTH AGENT 4" KNOCKOUT NUMBER OF BEDROOMS: 2 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 20 DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 15.3 0 15.0 0. DESIGN PERCOLATION RATE: <2 MIN/IN FILL FILL 4" KNOCKOUT / 4" KNOCKOUT 58" 13.9 t 7" 13.2 22" DAILY FLOW: 220 GPD A A DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 13.5 10YR 4/2 127 10YR 4/2 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design B 22" B 27" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 500 GALLON CAPACITY, H-20 LOADING.74 GPD/SF 12.3 36" 11.21 46" CHAMBERS PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C j C PERC PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED f 36"/54" PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH MED. SAND ' MED. SAND 59 SEVENTH AVE., HYANNIS, MA STONE AROUND AND BETWEEN CHAMBERS (10.0' x 29.0') 2.5Y 7.4 +, 2.5Y 7.4 I Prepared for: Quinn's Excavation, 39 Bog River Bend, Mashpee, MA 02649 SIDEWALL AREA: 2(10.0' + 29.0') X 2 = 156.0 SF BOTTOM AREA: 10.0' x 29.0' = 290.0 SF Engineering by: SCALE DRAWN JOB. NO. N.T.S. P.T.M. 238 NO. ..........................................446.0 SF 4.0 136' 4.0, Engineering 132" TOTAL AREA:.:................. � Works, Inc. 19 PERC RATE <2 MIN/IN) "C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW. PROVIDED: 0.74 GPD/SF(446.0 SF) = 330.0 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 9/9/19 P.T.M. 2 Of 2 j