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HomeMy WebLinkAbout3920 MAIN ST./RTE 6A(BARN.) - Health 3920 _Main Street/Rte. 6A A Barnstable A= 335 —057 MF— , 9 a 0 , ° y n • j TOWN OF BARNSTABLE LOCATION 3 nA ej�4fR/i(/�� X�� SEWAGE U VILLAGECA~AQs�� ASSESSOR'S MAP&PARCEL !j /05-7_ INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY 1!5. o6 6ai- e1^ay w/ CoueAA 44 ' LEACHING FACILITY:(type SF,$Gn6R[, *,16 dy e) / S G'T/h! STtSucsC w R�SEaC, co NO.OF BEDROOMS �j � t! OWNER INAN I n 1ZC L_EeX_ _ PERMIT DATE: �a COMPLIANCE DATE: r Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility eet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) t(,0K(5 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) V 0&44(„C6 p1F )t PM. , S'1 Feet FURNISHED BY. .�=',:a d /aD FT'sap'. 2 ►C, w,, 20146 f � n3> 377 < f $ (A .G W N -- OD CO Im tp (30 Ztk vo ol� 03 to d Zf- um Go .� rid L _ � � g u tA cr_ o o ■w� r� • Y 4- -3 o s+. No. i d Q� Fee C✓ �� �t( r: THE �4ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Mispo8AY 6pstem Construction Permit Application for a Permit to Construct( ) Repair(>V1P*9"r ade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3 90j© ��.�, S4- v�, Owner's Name,Address,and Tel.No. yol() 14'.-n tl. Assessor's Map/Parcel .3 O.1 v f�a v` �aw� v �e ��«3�Dl Installer's Name,Address,and Tel.No. Pit, gp)( IS/7 yGo D 'sue /�.�ss=d�� ., �.,� rope " ,9 �e-' ( v.,/t.+ / YQ v `•► 1�. #.0 Type of Building: �' p Dwelling No.of Bedrooms ' ' e Lot Size �lJ' F F.T.I. 4q.ft. Garbage Grinder( ) Other Type of Building ��S j�Ju�e��. J No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S�2 gpd Design flow provided . 0 gpd Plan Date_tj IJQ G l q Number of sheets Revision Date I Title Size of Septic Tank W00 Type of S.A.S. Description of Soil . ke. 44? PICdyY,SPC.o rlyrs• ' rt f 1c5 Nature of Repairs or Alterations(Answer when applicable) '�►S` (Z�/- o ���A�.,,� SS 1 F ►1 aid cdscpm�S 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 Hea Signe _ DateIf(j-1 Z UPG Application Approved by .✓ Date Application Disapproved by Date for the following reasons Permit No.`2n` o ( Date Issued Z w No. _Q�� L [7. v r Fee �V v a � . 1 THE C�M� ONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ` 01pplILat10TC for 30I8p08aY 6pstPrit COnBtrULtI01I PPrlttlt Application for a Permit to Construct( ) Repair(, grade( ) Abandon( ) Complete System ❑Individual Components ■ Location Address or Lot No. 3 9d / •4", Y u r y.,9 Owner's Name,Address,and Tel.No. .340)G rl -•�S� Assessor's Map/Parcel .Ss n c„r L•cJam✓c t3w h 3�Alt Installer's Name,Address,and Tel.No.�� fv��7�/G yG� Deptg 'sZ dgess,and Tell po 13o)( Is 17 oo��J�p�t "� "'�' a r4 ca e � �� q- P.,", GALL, Type of Building: �' Dwelling No.of Bedrooms r,V C Lot Size �O • aq.ft. Garbage Grinder( ) i Other Type of Building )Cn,4 No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) gpd Design flow provided ,. gpd Plan Date i /1Ct b&1 C4 Number of sheets 1 Revision Date Title ^ Size of Septic Tank wSr y Type of S.A.S. &tf Description of Soil Ol ��6 li��� ,� (,fin fie. ft /A i Nature of Repay ' or Alterations(Answer when applicable) �/1S�r ! g-,Z U ,S�; A r �L,,,�_ _ r r (l [ rSQ �trr�1C 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 Heal . Signed Date z 7420 Application Approved by Date ` Application Disapproved by Date for the following reasons '� t Permit No.2�n ( Date Issued 1 ------------------------------------------ ---------------------------------------------------------------------------------------=---- ���� F o b-1 sl uve y THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired-(-� Upgraded( ) Abandoned O by A C 4 oe V,'ti T yt e a at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No����(( dated Z�3�ZOZ.a Installer Designer�'[n� 6/v' )94 #bedrooms IC,UC Approved desi�flow, (> gpd The issuance of this ermt shall not be construed as a guarantee that the system will funclt�on as desi2ned. Date ) 0 Inspector rim V w\j --------------- -------------------------------------------------------------------------------------------------------------- No. z 0 _ O I Fee /�V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i Misposal *pstem Construction Vprmit M Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at 3 y oZ 0 /",ti 5 h Sfr r e �' Ci, 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:Construc'on must be completed within three years of the date of this permit. Date Approved by Town of Barnstable Inspectional Services � $ Public Health Division ieaersUBM KASS Thomas McKean,Director •e1s .� NUS° 200 Main Street,.Hyannis,MA 02601 Office: 508-8624644 Fax 508-790-6304 Installer&Designer Certification Form Date: 2. 2-S 2 o Sewage Permit# J6b0-0/I QYI Assessor's Map\Parcel 3 3_r S �- Designer: V Installer: ca c Dec, 17.,r_ Address: C4pr_ ..r /, Address: f U On Ga A7// 00 0 CG � �� �C � was issued a permit to install a (da ) (installer) septic system at .?V y X4,!l ��,^�c �I �� based on a design drawn by (address) Ro8Far Pe.epzy, P4 dated //�/9�20/9 � RE`/ /�;�2 0 2 e (designer) / ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i ce with the to rms of the IAA approval letters(if applicable) M. PER C, a A PERRY 01 �� �' CIVII (Installer's Si ature) No.35ee0 90R'►So/STEa� 8016NAL E� (Desig 's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- - BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU, \1toAdeptAHEALTHISEWER connecASEPTICkDaigner Certification Form Rev 8.14-13.DOC 1 Pam and David Leclerc 3920 Main Street Cummaquid,MA 02637 508-681-5826 January 10,2020 To Whom It May Concern: We bought our house in 1984 as a five bedroom home. Throughout the years we used all the bedrooms for children and guest. We are now in the process of updating our house and still have the five bedrooms and plan on keeping that number. Thank-You, Pa Hur Leclerc 4—C.C/ V C C. ;•aii�r v� ALLEN RUTMAN Notary ry Public•State of Florida David Leclerc :� "�` Commission#GG 335377 My Comm.Expires Sep 13,2023 Bonded through National Notary Assn. h oF�� r r Town of Barnstable s r BAMSTABM � A,�� Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 John T.Norman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Paul J.Canniff,D.M.D. January 27, 2020 Robert Perry, P.E. Cape Cod Engineering, Inc. PO Box 1517 East Dennis, MA 02641 Dear Mr. Perry, You are granted variances on,behalf of your clients, David and Pamela Leclerc, to install an onsite sewage disposal system at 3920 Main Street, Barnstable, Massachusetts. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a distribution box 85 feet away from the edge of a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 87 feet away from the edge of a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. These variances are granted because the septic components will be installed in,the only area on the lot which maximizes setbacks to the wetlands. The submitted plan meets the maximum feasible compliance standards of the State Environmental Code, Title V. Sincerel yours, �v /Xohn T. Norman C h a irman Q:\WPFILES\Perry Leclerc 39201VlainStreetBarnstable.docx 2'8"x4'0" Existing Lower Level Plan 26'6" double hung 10'6' Back Existing Barn to be removed. 2@2'w xl'h window 3'6" windows u P from floor In future rebuild Barn with same footprint. Barn 5'upfrom floor —'24'0"---- bottom of wood I corner to roof'13'9" ride 8'high wally 6'0" -- - - - - --_ .-_.g . ._.-. sill to roof ridge 21'2" cal 16'0" 16'0"------ —15'6" (—Rinsing Storage Barn Stlion Lott above Barn shed stlye roof 1010=--- 1Q'o" Hobby /2T27" rs"e hung ❑ Workshop Left double hung Doors windows Side 17'.6"w x 8'h 12'high wall Walkout Style ---16'0"— Basement Deck above as tine 8'6as line�- Right Front h— 7'l0" Side 6'6" 36'9" 4„ 26'11" David & Pamela Leclerc 12'0" Basement 26'6" 3920 Main Street Crawl space Cummaquid, MA below P - ,proposed septic line ro osed Left porch water line `septic Side line Crawl Space i. 91101, Date: 01/14/20 Front Scale: 1/8"= V gas 13'4" 18'10" Page 1 line �4 Existing First Floor Plan Existing Barn to be removed. Barn Back In future rebuild Barn with same footprint. Storage Left Side Loft Barn below Barn below ;. down --A, Bedroom 1 up Deck - Front Kitchen Back C Porch Pantry i Right David & Pamela Leclerc Dining ropm Side 3920 Main Street Left Cummaquid, MA Left Porch $ide up, Living room Date: 01/14/20 Scale: 1/8"= l' Front Page 2 !t Existing Second Floor. Plan Existing Barn to be removed. Back In future rebuild Barn with same footprint. Left Barn Side Roof owe Barn Roof " Bedroom r-----LI.d Roof f ^ F Front Bedroom 2 Back Porch ®. Roof Right Side ' Hall \ Bath David & Pamela Leclerc Bedrdom 3 3920 Main Street Left Bedroom 4 Cummaquid, MA Porch i Roof Left uP' I (. down Side Bath Bedroom 5 Date: 01/14/20 Scale: 1/8"= 1' Front Page 3 G- I Town of Barnstable i BARNSPABM i Ate.163q. Board of Health �0 AT�D rya 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 John T.Norman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Paul J.Canniff,D.M.D. January 27, 2020 Robert Perry, P.E. Cape Cod Engineering, Inc. PO Box 1517 East Dennis, MA 02641 RE 3920'Main Street; Ba°rnstable A = 335,r 057Y� Dear Mr. Perry, You are granted variances on behalf of your clients, David and Pamela Leclerc, to install an onsite sewage disposal system at 3920 Main Street, Barnstable, Massachusetts. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a distribution box 85 feet away from the edge of a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 87 feet away from the edge of a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. These variances are granted because the septic components will be installed in the only area on the lot which maximizes setbacks to the wetlands. The submitted plan meets the maximum feasible compliance standards of the State Environmental Code, Title V. Sincerel yours,,,.,,- Xorman Chairman Q:\WPFILES\Perry Leclerc 3920MainStreetBarnstable.docx �?He1l7r, DATE: l 2� $95.00 FEE*: //r}.-,. • BARNWABU& 6 p,'� Town f REC.BY: o Barnstable _ Board of Health $ � `« 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 f VARIANCE REQUEST FORM LOCATION Property Address: Q ABI/�/f QI)(C) { Assessor's Map and Parcel Number: 3 5 ` SSize of Lot:_ • 2.4$ S. Wetlands Within 300 Ft. Yes Business Name: _ } _ No Subdivision Name: '( APPLICANT'S NAME: aMd A �ed opi[&, Phone Y 0 8- Gg /• S 8 Z 6,� Did the owner of the property authorize you to represent him or her? Yes No i PROPERTY OWNER'S NAME CONTACT PERSON Name: �( {' �„�Glprl� Name: R bPlot-V Lee 3TaT � Cape- Address: G o 1wG Address �D 02-417- a'Z Phone: rj Of L�/ Sg 2[� Phone: SO$• EMAIL:_ b GeaQ• n ET VARIANCE FROM REGULATION(k --Re&.co&#) REASON FOR VARIA CT 4ay attac sc�arate she�tit`,, ,space nmd4. /zrG. 360 - / 20I•gox NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System �heekst (to be completed by office staff=person receiving variance request application) P1 submit fast 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.). I _ _,.. C. Five(5)hard-Copies of engineered-plan submitted(e.g.septic system plans)and one(1)electronic version submitted. to email: /health@town.barnstable.ma.us - ,/D.Fi-ve{5).copies of labeled dimensional Boor plans submitted fe.g.house plans or restaurant kitchen puns}and me(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 full 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,Chaiman NOT APPROVED Donald A.Guadagnoli,MD. ! .\TTnnvc.\.i--^1141.\T W4 nA."an\TTTnf/"nrl.u.\l��nf mnf l�.�Pli��L\/1TlT..TpATfl(�\IIYADTDWA D... TDD. A_ rf�u "� � h �� 70 COMPLETE • APLETE THIS SECTION ON DELIVERY �ignature .,, ■ Complete itelns�'1s2;� '�� � C^/ ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. by(Pri ed e) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes J4-,�en� (p t yk �� If YES,enter delivery address below: ❑No i 3. Service Type ❑Priority Mail Express® s H 11111111111111111111111111 IN 11 ❑Certified Mail®Restricted Delivery ❑RDey tered Mail Restricted live Y 9590 9402 4766 8344 4607 52 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise on Delivery Restricted Delivery ❑Signature ConfirrnationTM `aired Mail ❑Signature Confirmation 7 018 3090 0001 6 815 8300 ,red Mail Restricted Delivery Restricted Delivery _. —wer$500 PS Form 3811,July 2015 PSN 7530-02-000-9053 a CALIk. Domestic Return Receipt y USPS TRACKING# First-Class Mail y Postage&Fees Paid "Permit No.G-10 I 9590 9402'V416 8344 4607 52 t United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Cape Cod Engineering, Inc. PO Box 1517 Bast Dennis, MA 02641 g i FF FF COMPLETE •N COMPLETE T.HIS SECTION• DELIVERY ■ Complete items 1; ,`and 3. A Signature ■ Print your name and address on the reverse X� nt so that we can return the card to you. ❑ d essee ■ Attach this card to the back of the mailpiece, B.17t Received by tin Name) C. at of livery or on the front if space permits. �N�7 1. Article Addressed to: D. Is delivery Address different from iem 1?10 Y s W i' ;AA -vpv v t N*S'e-1 If YES,enter delivery address low: ❑No 3q �vjaag UIA) l l Dvl'le., �vl f W2 PA OZ-Co 30 LW i / i Il I elllll III ICI I II III I Ile l I I'll II I I I I lil I 1111 3. Service Type ❑Priority Mail Express® ❑Adult Signature O Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 4766 8344 4607 38 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise q ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM F lrS fired Mal ❑Signature Confirmation 7 18 3 0 9 p p'.1 e6$`1 5 $2,87 i, y fired Mail Restricted Delivery Restricted Delivery - r$500) P6.Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS rnACKJNG# First-Class Mail I S Postage&Fees Paid LISP Permit No.G-10 I 9590 9402 4766 8344 4607 38 I I I i United States •Sender: Please print your name,address,and ZIP+4®in this box;- IM Postal Service I Cape Cori Engineering,Inc. I P®Box 1517 .East Dennis, MA 02641 I I }ll►ijiji�itl� ����lll�l���l�j�l�r,j,j,li���i,J.iff,,��i�tl)falij (COMPLETETHIS SECTION • • ON DELIVERY � I ■ Complete items:1 2, y d 3. A. Sign ure ■ Print your name and'a dress 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. e by(Printed'Na e) C. Date of Delivery or on the front if space permits. j 1. Article Addressed to: D. Is delivery a cliff reM 11 ❑Yes Pam(Q#G m 0kfirtj„ if YES,en r delivery addr ss be o�� ❑No 4 1r � MA I" 3. Service y ❑priod '1 Express® I�I�III�I III �I I II III I II�I((III II I I II I III I�I ❑Certified Mail® MailTM �stricted very p R ery Mail Restricted 9590 940.2 4766 8344 4607 69 ❑Certified Mail Restri livery eturn Receipt for ❑Collect on Delivery Merchandise _2._AriiCle Number(transfer frnm_cnn r���n.�_,_�_- n r 9ct on Delivery Restricted Delivery ❑Signature ConfirmationTm €i i i % ' '€ Fed Mail ❑Signature Confirmation 7010 3 0 9.0 0 0 ], 6 815 8 2 7 0 Mal,Restricted Dervery' Restricted Delivery over$500 PS Form 38.11.July 2015 PSN 7530-02-000-9053 e t-- Domestic Return Receipt f USPS TRACKING# First-Class Mail � Postage&Fees Paid Permit No.G-10 9590 9402 4766 8344 4607 69 United States. •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service - Cape Cod Engineering, Inc- Po 13ox 1517 1 East Dennis., ?CIA 02641 I I I I tIlHilsllliili'i'l !!Ill1111ifilplsq,j1iIll p. Ci9I'E COD ENGINEERING, INC. Robert M. Perry, P.E. P.O.Box 1517 i East Dennis,MA 02641 Tel 508-385-1445/Fax 508-385-1446 bobperry@capecod.net j December 19, 2019 i Town of Barnstable Health Department 200 Main Street Hyannis, MA 02601 Re: 3920 Main Street, Cummaquid-Variance Request for Septic System Upgrade I i To the Barnstable Health Department, Attached lease find a variance application for a septic stem upgrade at 3920 Main P pp. p Y Pg i Street; Cummaquid for David and Pamela Leclerc. Included are floor plans provided by the owner, the 7-page design checklist, abutter list and abutter,notification. The work j was reviewed by the Conservation Commission on December 2, 2019 and was approved for'work through.a Determination of Applicability. We understand that the health regulation may an " over the counter " review process. The applicant is requesting variances relating to the wetland setback. The variances and related dimensions are listed on the plan. The variances stem from the nearest point of the wetland to the distribution box and the SAS. A 15 ft. variance is requested from the 100 A: setback to the D-Box and a 13 ft. variance is requested from the 100 ft. setback j from the SAS. Soil evaluation proves that the wetland is perched water and_the SAS ... w�ieh`constructed will discharge effluent to the sand aquifer and is not hydraulically connected to the wetland. Feel free to contact me with any questions: Sincerely, �.- -- -- -- -Cape-Cod- -ng' ee ng,Inc.- Robert M. rry, P.E. CAPE COD ENGINEERING, INC rz Robert M. Perry, P.E. P.O.Box 1517 East Dennis,MA 02641 Tel 508-385-1445/Fax 508-385-144.6 bobppM@capecod.net Tt <c December 19,2019 Town of Barnstable Health Department 200 Main Street Hyannis,MA 02601 Re:3920 Main Street,Cummaquid—Variance Request for Septic System Upgrade To the Barnstable Health Department, This letter is to certify that Pamela and David Leclerc,_owners of 3920 Main Street,_ Cummaquid, have authorized me to act as their agent for purposes of preparing, filing and receiving documents relative to the upgrade of the subsurface sewage disposal system at the property. Please contact me directly should you need additional information. Sincerely, Cape Cod Engineers ,Inc. Robert M. Pe E. f CAPE COD ENGINEERING, INC. x Robert M. Perry, P.E. P.O.Box 1517 ' East Dennis,MA 02641 t Te1508-385-1445/Fax 508-385-1446 bobpM@cgpecod.net January 14, 2020 Town of Barnstable Health Department 200 Main Street Hyannis,MA 02601 Re: 3920 Main Street,Cummaguid—Variance Request for Septic System Upgrade Plan Revision-Bedroom Count To the Barnstable Health Department, Attached are 6 copies of the septic system site plan and additional copies of floor plans. Revisions to the site plan were made to add a SAS vent and to correct a soil layer typo in soil log 1. The question of the 5 bedroom count and corresponding septic system design for the building is addressed as follows. The.owner provided us with plans of the two habitable floors. The floor plans show rooms,that upon review and consistency with acceptable bedroom definitions, can be considered bedrooms as well as labels declaring the actual function of the rooms on the plans. Further,the owner provided the attached affidavit relative to their use of the dwelling. Feel free to contact me with any questions. Sincerely, Cape Cod ' ee g,Inc. Robert M. rry,P.E. I � 4 f IPam and David Leclerc 3920 Main Street Cummaquid, MA 02637 508-681-5826 E January 10,2020 To Whom It May Concern: i We bought our house in 1984 as a five bedroom home. Throughout the years we used all the bedrooms for children and guess~ We are now in the process of updating our house and still have the five bedrooms and plan on keeping that number. Thank-You, Pa Hur Leclerc f^C�C/ V C C. :oc►►��o ALLEN RUTMAN :A Notary Public-State of Florida `a" yf David'Leclerc � :A Commission#GG 335377 ,• t q`•' My Comm.Expires Sep 13,2023 Bonded through National Notary Assn. l Cape Cod Engineering,Inc. f Robert M. Perry,P.E. ` PO Box 1517 East Dennis,MA 02641 508-385-1445 i bobperry@,capcod.net I i I i I Abutter Notice for flown of Barnstable Board of Health Variance Request I I i Date: January 3,2020 I +I Location:3920 Main Street, Cummaquid-Map 335 Parcel 57 i Dear Abutter: Please be advised that an application for variances from the Town of Barnstable Health Regulation for Subsurface Disposal of Sewage has been submitted to the Barnstable Health Department for approval. The following variances are requested: Regulation 360-1 —Location of components with respect to waterbodies 1. 15-ft variaaee fra-a the 100-ft Wa-ration regalrement between the"D"Box and the Bordering_Vegetated Wetland; 85 ft. provided 2. 13 ft variance from the 100 ft separation requirement between the SAS and the Bordering Vegetated Wetland; 87 ft. provided The Board of Health meeting is being held on Tuesday,January 21,2020 at 3 PM at the Main Street Town Hall in the James H. Crocker,Jr. Hearing Room,367 Main Street 2°a Floor, Hyannis,MA The application and plan are available 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, Phone: 508-862-4644 II r Existing First Floor Plan Existing Barn to be removed. Barn Back In future rebuild Barn with same footprint. Storage Left Side Loft Barn below Barn below 1 f', down Bedroom 1' ❑p Deck Front Kitchen — Back Porch Pantry i - � �I Right David & Pamela Leclerc Dining ropm side 3920 Main Street Left Cummaquid, MA Left Porch Side Up . I I \, Living room Date: 01/14/20 Scale: 1/8"= 1' Front Page 2 j 28'4" -77 l� 2'8"x 4'0" Existing Lower Level Plan 26'6" 10'6, double hung Back Existing Barn to be removed. 292'w xl'h window 3'6" windows In future rebuild Barn with same footprint. up from floor -- Barn 5'up from floor bottom of wood i corner to roof 13'9" Babel ride 8'high wall 6'0" ---------- - dl to roof ridge 21'2" end - 16'0" 16'0= -- 15'6 — Rinsing Storage Station Loft Barn above Barn shed stlye roof lo>o" 10'0" Hobby I o 22'�" 2's"xs°" ❑ Workshop double hung Left Doors windows 12'high wall Walkout Side 7'6"w x 8'h Style — 28'4" — ------- 24'0"— 16'0"--- -- Basement Deck 8'10" above as line 8'6"--- -- Right Front 0 0" Side 6'6" 36'9" 4„ 26'11" David & Pamela Leclerc 12'0" Basement 26'6„ 3920 Main Street Crawl Cummaquid, MA below P - ,proposed septic line ro osed Left porch waterline `septic Side line Crawl Space i 9'10" Date: 01/14/20 Front Scale: 1/8"= 1' gas 13'4" 18,10, Page 1 line Existing Second Floor Plan Existing Barn to be removed. Back In future rebuild Barn with same footprint. Left Barn Side Roof Barn Roof °`°�' Bedroom Roof - Front Bedroom 2 Back Porch 1 .......................... Roof Right is Side I` Hall t Bath i • David & Pamela Leclerc Bedreiom 3 t� 3920 Main Street Left Bedroom 4 _._ Cummaquid, MA Porch Roof Left up down Side Bath Bedroom 5 Date: 01/14/20 Scale: .1/8"= V Front Page 3 1 I I I I I 1 i bedroom I III a r � � I i I hall r . - beckxm r �' �� 2nd Floor plan ; _ J fs2 Z2 scitF vs_r a• ; r r - half i erm bath i t i , �.. t —drm 3920 MAIN STREET, CUM MAQUID EXISTING FLOOR PLAN ------------ SOAPING UHF �'�'°�' ti 508-776-6460 (office) 508-694-6725 (fax) capedig@ iotmail.com January 14, 2020 To Whom It May Concern: Cape Dig Inc. has-accepted to do the work that is located at the residence of David and Pam Leclerc. The property's a0dress is 3920 Main Street, Cummaquid Ma 02630. The work will consist of the barn demolition and necessary septic repairs. We are also working with their contractor, David Dovell. Our estimated start date is Monday January 27, 2020. Sincerely, Joelle Riker Cape Dig Inc. P.O.,Box 726 So. Yarmouth, Ma 02664 508-776-6460 �r 1 • �:•sVV:80H� psi 191 f 1::i' E; M Gm ail David Dovell <daviddovell1@gmail.com> Fwd: INSPECTION AT: 3920 MAIN ST. / CUMMAQUID, MA 02637 1 message David Leclerc <drieclerc@gmail.com> Sun, Jan 12, 2020 at 7:56 PM To: David Dovell <daviddove111@gmai1.com> Thank you! On Sun, Jan 12, 2020 at 7:36 PM Mark Hatch <allinoneplumbing@hotmail.com>wrote: David and Pam, As per you request I have performed an inspection of your home referenced in the Subject Line above and confirmed that there is neither Natural Gas Piping nor Potable Water Piping serving the barn portion of the property that is slated for demolition. Please let me know if I can be of further service. Respectfully, Mark Hatch All In One Plumbing / PO Box 615 / Harwich, MA 02645 Ph (W): 508-432-3234 Ph (C): 508-360-0102 Massachusetts Masters Plumber and Gasfitter License #13076 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m �C&E D ATA 15.2007 8:11AM BARNSTABLE BOARD OF HEALTH NO.891 P.1/2 n Town of Bwmiable r# r $I,.- ,ma corRegdatoey�rvim Pub6 Health Division Data ZW,b atu 8661.M onsh MA Onol Date Scheduled77� .4171o ,n=—LE Pee 0 Soil Suftabil ty Assessment for S g al G &M _ > Pb wwwaar.leo BfiZ r Pt,e/z a - witm~esed gy __P �Q 1 LOCATION&GENERAL MMEMMON laeatioe Address OwnWG Name V g v i o 4 EC,.6A C. 3 ciao rti C `I Ad&= 3 9 2a Ass�wt'a Mep►Pareet �'/�.S ws mum C..4PE COD "/G�/tlf��/nr� NBW CONSTltUCnON REPAIR Land Use i S/1)g"I T//99_ g)opm(96) L. Sue9oe 9toaea �E H/ Dleaneea timc GPM weary* 'j ibeettde wotAti3w 1 R Drinldos water wel) Dcalhase-ft ./ c9 b .R_PmpNty ufm .Other R SIMCH:91aeet acme,avanrdwr at tot,wastueaeiom of trot hate B pm tmtta,mmte wetleads!'a P=IMIfy to ham) LEIA (,OA Paueat a�lednt(gpole8ic)_,q e 1.;7—• Depth to Wrack ' Dopsh to CIMadwater.Sanalagwater io NOW 1 we"ing loam pli f" Sedr aem among HiAb amundwater 14 Z6 DZIMM NATION FOR SEASONAL HIG1 WATII:R TABU Method Used De�dr ol>wiw ;n obe.hdw Itn Depth to soli tocow Dapthsnweepbrgfttmmoofob.hoic in. Grouadwate (t Indeu well3 Ito ft D ilx kdmt welt h"l,._,,,,,,, Aqw 11it»or a Qrorm i a„ PERCOLATION TEST Dana o Hole H r'---� ftofe R 15tno u 9" . ..r . //7 , 7lmoatd" Stitt R.00nkTace and Precook ` Rea bcnAuh Z !� /• 31a SrdtabiGly AtRessruook Slm Pleased SIIA FdIc*_ Addibc ul 7Uhog Mecdod(Y/M) 0doilmh Public lteddr Division Observation Hole Data To Be t.ompteoatt on Back . percolation test is to be conducted within 100"of wetland,you must first 1 otityr the, Barnstable Conservation Division at least one(1)w6ck prior to beginning. Q:%SM MME cMRM.DDC , . S 25.2007 8:12AM BARNSTABLE BOARD OF HEALTH NO.891 —P.2/2 . DEEP OBSERVATION HOLE LOG h-OIL) . salt tiariaas '(WDA) tan tbta sal • ' pu,� (Mdasal4 -L s Mmina lt Ste,Bondma. L �y✓ - r( 117 47 S'3 16 r1f7w 1 ova 111;1 y It a /3oG `! (J 2 A-+? C S•LT lag-It /B jl!2 s 4,n e-15,1,,10 Zoyx l DEEP OBSERVATION HOLE LOG. Hole# rreptb°�,°' mm ttadion soil Tatona soli C40F sat oaf. sprthas(a.) Aaaaaag ( Bamee,ttoatdds. . G ! SAC /DYR 4 t, ZG-� S•�r L. /o.�,e ? � Z G/ 4 DEEP OBSERVATION HOLE LOG Hole# >mpo fmn 6011110600 soil'lfa l m son Color . sal onc�r lea r+s) WMA)- P�russal4 t,toa7ins (saawne,frtpaea.BonlQee PEEP O$S -VATION HOLE LOG Hole# Dcpffi fig soil Hoft= sat item sail C7 wr soli cow BarfLcz aaa '(USDA) (MURIA) moasag mmmium fltmres.Bouidae j i i ,f ��RateMa°: r Above SWyesrfloodbouoduy No— Yep WilhinMyewboon" me— Ya /9 .— SOr��ea!'I� VlrgWp 100ywfloodboondu 2 E y Now„ Yes,,`,, �`'¢Gj4 Li P--s f f4LF.0 //17 Daea at least fo#BME of nalurdy accusing pervious miterisl exist in all area®observed throughout the area prgwXd for the sail absotpdon system? tg S • If not,what-is We depth df naeaally ow nring pewibus material? I CW*that oo, "L1=(dsa)I have passed the soil evaluator er amiaadon a"roved by the • Dapam1 t Cf$0vit=me4w I°r0(ee ad that the above analysis was performed by up consistelit will, . the required n'ab,ing, and "ence descit'bed in 310 C1V1R 15.017. Signature Date 7 o OftemprlclumcmRM.Doc CAPE COD ENGINEERING, INC. Robert M. Perry, P.E. P.O.Box 1517 East Dennis,MA 02641 Tel 508-385-1445/Fax 508-385-1446 bobperry(a capecod.net October 1, 2007 Town of Barnstable Pubic Health Division /200 Main Street Hyannis,MA 02601 Re: 3920 Main Street/Route 6A, Cummaquid Enclosed please find a check for$100.00 and the general information portion filled out on the Soil Suitability Assessment. We would like to schedule a soil test for David and Pamela LeClerc at 3920 Main Street(Route 6A). Please contact our office at your earliest convenience to set up a date. Than you for your assistance. Sincerely, Cape Cod Engineering,Inc. Robert M. Perry, P.E. K7< f i C9 (� i y i CAPE COD ENGINEERING, INC. Robert M. Perry, P.E. P.O.Box 1517 East Dennis,MA 02641 Tel 508-385-1445/Fax 508-385-1446 bobperry@capecod.net June 6, 2019 Town of Barnstable Health Department Donna Miorandi, RS 200 Main Street Hyannis, MA 02601 Re: 3920 Route 6A, Cummaquid—Map 335 Parcel 57 Dear Donna, I'm writing to clarify if a soil evaluation/perc test recorded on 11/7/07 is acceptable for proceeding with a septic system design at the referenced site. Shortly after the soil test, circumstances caused for a situation of uncertainty with regard to the applicant continuing with us. After reviewing our records it appears the file was put away and no further contact was made except for some discussions in 2011 about the condition of the residence and possible work. Recently the owner contacted us and we have agreed to assist again with the upgrade. The soil evaluation record found in our file appears.to be the original and I am unable to confirm that we sent this in to you at the time. From our review of the site a replacement SAS would be located in the area of these soil tests. Please let me know your thoughts on this. Sincerely, Cape Cod Engin ing,Inc. *obert M/erry Certified Mail#7002 1000 0004 6683 1792 Town of Barnstable x Regulatory Services Y MASS. Thomas F. Geiler,Director $pub. Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 3, 2007 David and Pamela LeClerc 3920 Main St./Rt. 6A Cummaquid, MA. 02637 NOTICE TO ABATE VIOLATIONS OF Town of Barnstable Code: �360-19 Criteria for DetermininIZ System Repair or Replacement: On March 29, 2007 Donald Desmarais RS responded to a complaint. The:complaint stated that sewage was present on the ground indicating the septic system was in hydraulic failure. It appeared that was the case. We have no records bf this septic system having been installed. $360-20 A: The Board of Health.may require the repair or replacement of an on- site sewage disposal system if there is evidence of sewage flow to the surface of the ground. You are ordered to: Submit to the Department of Public Health'a completed'Title V Inspection report within 15 days. If you know the system is in failure you can disregard the order to do the Title V Inspection and instead hire an engineer within 15 days to design a new septic system. You must keep your septic system pumped to avoid the sewage from flowing on the ground. The septic system shall be completed within 60 days. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served:. Non-compliance could result in a fine of$ 100.00 p er violation. E ach d ay's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH �=kl cKean, R.S. Director of Public Health Town of Barnstable QAorder letters\60 Hayes,no septic inspection on file.doc COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A eceived by Please Tint Clearly) of Deliv item 4 if Restricted Delivery is desired. ��`��1L ■ Print your name and address on the reverse Hur so that we can return the card to you. C. Si nature ■ Attach this card to the back of the mailpiece, X L ❑Agent or othe front if space permits. t - ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No s L,r,V,CQ Cr- PaWC Ixc Z39 Mo,o s1 4 A L M W�'6 t ico' ! , 3. Service Type Certified Mail ❑ Express Mail �!� 3 ❑ Registered 19 Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) E=L r i = T= _ ^?OD2 ,]rD00.,DOD4 6683 1792 PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 t UNITED ST -LS POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • M Public Health DIVISION Town of BamstablO 203 Main St. Hyannis,Massachusetts 02601 I��Sttit�S�lliti�tlliilt'�14{11't4S�S4�tlillt�f'lililii�ll4�fS CAPE COD ENGINEERING, INC Robert M. Perry, P.E. P.O.Box 1517 East Dennis,MA 02641 Te1508-385-1445/Fax 508-385-1446 bobperry@capecod.net April 18, 2007 Town of Barnstable Director of Public Health Thomas A. McKean R.S. 200 Main Street Hyannis,MA 02601 Re: 3920 Main Street/Route 6A,Cummaquid Dear Mr. McKean, I have been retained by David and Pamela LeClerc for purposes of designing the replacement septic system referenced in your letter dated 4/3/07. We anticipate that we will meet the schedule however it appears as though Conservation and Health Board review may be necessary. I will keep you apprised of our time table. Feel free to contact me with any questions. k ,-:) Sincerely, k R `fi : Cape Cod Engty ering,Inc. _ _70 -� t wr Cc: David and Pamela LeClerc � r`'` �1 GENERAL NOTES �O I I. ELEVATIONS REFER TO NAVDBB. ELEVATION BENCHMARKS THE SPIRE SET BELOW GRADE IN THE A6 4G'E I REAR YARD WHERE INDICATED. CONTACTCAPE�ENGINEERBl6,RTC.FOR AWMDW \ ' _ I ELEVATION INFORMATION. `E g 53� USGS I L PLAN REFERERICE:TOPOGRAPHIC SURVEY PREMED BYSLADEASS00ATB,WELIREE�MA.; DITCH AS *BLUE LINE'ON F ' I CHESTER NUU Z LAY,PLS,SITE RESEARCH,WETLAND DEUNUTION,ETC BY CAPE COD o A A (PERENNIAL FLOW UNCONFIRMED) ENGINEERING,INC. 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE 335-057 BVW-I I SANITARY CODE,TITLE 5 AND TOWN OFBAANSSIGN TABIE HEALTH DEPT.RULES AND APPROVAL FOR THE 1 DE . BwH4 a 1 4. PROVIDE E MARKOUT AND PRESERVE ORRE-WGTE OTHER UIVI YLOSNVICIM"OFANY ate•Cap, Y/ \\evw 6 SEE PLAN BK. 234. PG. 47 v^2 I S. THE TING SPOOLS ON THE FAST SIDE OF LOCUS SHALL BE FOUND,PUMPED OUT AND EITHER s I EIOS FILLEDWRHSIWDORRFMOVEDATTHEOWNERS'OPTION S\. LOCUS A6 °B, i I L INTERIOR PLUMBING CHANGES ARE REQUIRED TO ROUTE THE BUgmNG SEWER PIPE WITHIN THE 24 al DWEWNGASNEEDEDTOEAABUSHAPIPEINVERTASSPECIFIEDASAMNIMUMELEVATIONFOR c 1-11 THE PROPOSED SEPTIC TANK LOCATION AND ELEVATION.SUCH WORK SHALL PRECEDE SETTING OF z \ BVN-3 AL NeiTHE TANK.IFDTIWATION CONTRACTOR SIM L VERIFY THE PIPE CONDITION AND ELEVATION PRIOR p Qq I I \ m TO SETTING THE SEPTIC TANK.CONTACT CAPE COD ENGINEERING,INC.PRIOR TO MAKING ANY o BERRY I 1 1 \ \ o' i CHANGES FROM THE PLAN. LM I \ _ /� i I 7. LOCATE WATER SERVICE VIA MARKOUT OR VISUALLY PRIOR TO PIPE TRENCHING OR EKCAYTING N I I I ! r \\ eVw s �a� \ A6 i---- WATER SERVICE VICINITYCUMMAQUID, MA L MAGNETIC MARKER TAPE SHALL BE PLACED ALONG ALL PIPE RUNS PRIORM O N.I. 9. A 5 FT.PERIMETER EXCAVATION a REQUIRED TO REMOVE THE SURFACE SOILS AND THE C1 SOB KEY MAP 14'TRIPLE- \ i evw 2 LAYER TO COMPLETELY REVEAL THE a SAND LAYER.SPECIFIC INSPECTION DURING THE EKCAVAnoN 3 I 1 /I MAPLE \\\ / i \ I MAY ALLOW FOR A REDUCTION OF THE DEPTH DEPENDING UPON OBSERVATIONS.BACK FILL WRIT SPK NO SCALE 1 I I \ EL=2SET NAVD88 \ I CLEAN SAND TO 1 FT.ABOVE THE SAS COMPONENTS.CONSTRUCT THE SAS IN THE NEW MATERIAL. I I / 17• \ \ I COVER WITH SAND TO A 1 Ft COVER MN.PRIOR TO REPLACING SOBSOBS I PINE / \ Q It CONTACT CAPE COD ENGINEERING,INC.PRIOR TO EXCAVATION TO REVIEW SPECIFIC 3 1 ILA I kN e \ ti6 i \ _ L5 ;A I REQUIREMENTS FOR THE EXCAVATION AND RELATED SITE WORK. HEALTH CODE VARIANCES TRIPLE + `\ Q I / IL SEPTIC SYSTEM INSTALLER SHALL CONTACT ENGINEER AT TIME OF SEPTK SYSTEM COMPLETION FOR MAPLE \ I SYSTEM CERTMATIONASREQUIIED. b \\ / I 1L CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS AIDE REGARDING SOB CONDITIONS FROM TOWN OF BARNSTABLE HEALTH REGULATION ( � I• \ /187-S �/ \ y6 I ENCOUNTERED DURING CONSTRUCTION. 3WI-LOCATION OFCDMPONEMS WITH RESPECT TO 12' 17 LWTOFTpQ' / 1 13.NO KNOWN POTOBALE WELLS EKSf WITHIN 200FTOF THE PROPOSED SEPIKSYSTEM. WATERBODIES e DOUBLE _� L 15 FL VARIANCE FROM THE 100 FT.SEPARATION MAP71.9� 16 iq►g \ \\�\ - ry I 3 DESIGN DATA REELUIR8S BETWEEN THLrD"BOSH AND THE B V.W.;BS FTIFT.PROVIDED woob5' PERIMETER` (To BE �) wood\\�" /' a I �;N HYDRAUUC LOADING-5 BEDROOMS X 110 GPD/BR=550.0 GPD Z �VARIANCE FROMTHE�SAS AND SEPARATION I N I EXCAVATION _- 27 } - BE PLATFORM \ - a N Rwc ft / $ N I SEPTIC TANK DESIGN B vTrr;87 Fr.PROVIDED. (SEE NOTES) ) T tad e n I I ' 2a- % - ti� ,�I N o 200%X SM GAL=1,100 GALLONS-PROVIDE A 1,SW GALLON PRECAST I �PiN s SIL / _- -' Z I m "' CONCRETE SEPTIC TANK-H-10 RATED. PROVIDE TEE FITTING ON THE INLET'AND O ou40. OUTLETS W/OUTLET GAS BAFFLE; PROVIDE H-20 RISERS AND SINGLE PIECE _? /r nlREsroLD i a CONCRETE COVERS WITHIN 6 INCHES TO GRADE;PIPE/TANK JOINTS SHALL BE a=28.31' ,---_ 29 I SEALED WITH HYDRAULIC CEMENT CONCRETE cazAva DRIVE 24* \ / MAPLE I / - 1ST.FL z '�i s °•t!U IL ram'f '"• irt� � 1 =T.FL I SAS DESIGN . T o� "� / / z I H-20 RATED COMPONENTS r _----- �- R 1 / �- l auras 2s' ( 30 1 PERCOLATION RATE-5 MPL(CLASS 1) \ LONG TERM HYDRAULIC LOAD RATE=0.74 GAL/S.F. I 1 • /`��! 10/ fxjSnN` � �� 1 t I / SIDE AREA=2(YN4Y+12.8')=219.2 S.F. /WITH NT AREA ) / 32• / / / #3gpp WNG �I 1'710111.FROM Rv� BOTTOM AREA= 12.8'X 42'=S37.6 SA 200' 3300 / eMAPLE / i T LOADING:537.6 S.F.+219.2 S.F.=756.8 S.F.X 0.74 GAL/S.F./DAY=S60A GPO MAC P67 ---- ?Es I2, I i � I j TOTAL LEACHING CAPACITY=560.0 GPD N SHEET N/373 pp,W 1 �9 > > _ *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT (1909 SETA g°�►wT 1 \ i g LOCATE AND SEE PROFILE DETAIL ON PLAN Epp Fr ` ABANDON DOST. H/�HwA Y aF CESSPOOLS DEEP OBSERVATION HOLE d 1 DEEP OBSERVATION HOLE d 2 Test Dot;NOVEMBER 7,2007;®- I FICHM Witness:nmaa N irandi,IRS,Bmnstabk Health Test Date:ones MiiBER 7,2007; W 0� sn,,. Dept staff wrmws:Dome Mnandi,RS,Berostabk xe,,W Dept stall' W Z ( 6AM�T •O I �EL PEERF��D BY Robert Perry,P.E.SE C 13408.Initial approval date-May 1995 PERFORMED BY Robert Peary,P.E.SE d 13408-laid,,approval date.May 1995 Q EL=30.10 NAwas T) �N vV depth cm.> horiran taimne I color mot0mg abler alevatiw depth(is) hoaima Lomita color mOttlio8 other CD - 27.0.25.1 0-23 A loam.send l0 YR 4/2 29.0-25.8 0-26 A losm.said 10 YR M PLAN ~, 25.1-23.1 23-47 B8 silt Ic am I OYR 711 23.8-242 26.46 B silt loam I OYR 7/1 20 10 0 20 60 I 23.1-22.6 47 53 B sand loam 10YR 4/2 24.2-18.7 46.112 C1 sand loam IOYR 4/2 . 22.6.19.0 53-96 Cl silt loam 10YR 5/2 18.7-14.0 112.169 C2 med.sand IOYR 6/6 19.0.14.0 96-156 C3 mad.avid IOYR 6/6 1 Fenced materiel:GE.Ice Contact 1 Tack ELI >ti Depth to Nour observed Parent material:GL Ice Contact PERC.TEST DAT�Pm-soak tested ST 1 I 4 E��01 7 ENT to Mom• Depth to Groundwater.Nave observed PERC RATE>LESS THAN 5 MPI in C2 Layer MP OF FUMMI o11 PERC.TEST DATA:Pre-soak tested C2 Layer®1l7 inches B•-�' - MANHOLE AFaI OOteF-MN 7P dA PERC RATE-LESS THAN 5 MPIm C2 layer . RM wms 10 INT1I1 r Ir Dal MANHOLE Im coacAm WAR OF FINISH GRADE AND FRAME F Ro114rt TO� F1 1 GRADE.2L51 s ai a rAeiFc OF FIRM auOE s is _ RM TRADE.201 -� PLAN --- _ _- - SHOWING z'' MINIMUM o-eox as °FAN Bi1O6!� ' PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM u am m10Bsas >V� 17atY _ 1 -20 2 H-20 • _ AT 00000 00 00 00000®0000 n 00000000 00 0000o00C30o0 3920 MAIN STREET, CLJMIvIAQUID,MA 11 00000000 M0 000000QM000 ...'4'. : 1, BARNSTABLE ASSESSORS'MAP355,PARCEL 057 1 2,a T o0000000 00 00000o0000C3 �/ _ FOB PREPARED FOR zs� // I/Y I_ 8. B0"0Y OF S1SnN DAVID AND PAMELA LECLERC eAfaE 2s>, '/OC DOUBLE vab0D Mw r 2.211t r OF 3/P10 NOVEMBER 19,2019 SCALE-AS NO 1-1/r o►aura-�� ootvAclm tl VER F n Box 42' U�m STCHE (H-20) T Ecn1D m mF fang D . SEPTIC TANK BEIM mom DOI 10 PMC.AI LEACH SWM CROSS FMON PRECAST REINFORCED CONCRETE LEAomc FACILITYORCAPE COD ENGINEEI2WG,INC. CAPAOTY: 1500 GALLONS FREE•�LEVELS• NO WALE ROBERT M.PERRY,P.E. ALL PIPE TO BE 4'DIA (H-20) SAS S-ML 4 FWAST 500 ML04 DR1E11S 04-2D RA AS EAS NwaRACNOD By 900Y P.O.BOX 1517 PVC UM S OPE WITH SEP77C SYSTEM PROFILE CEPIN� AK B.D�-WASHED 3 4 WR_1/�DR�m EAST DENNIS,MAG264I MINIMUM ROPE O 1/8• GRANITE snw TO if a�1=5�ON 0E 0�5Fm1at �FAt>�y SxAl1 W M.v1fD TEL:508-395-1445 PER FT. NO SCALE IM 501TAILE MOMMIL RkR aim AS A 96mRIII 1 FOR RE 2 aEA1 PEASIRE Malt LAYER. - LecLrFIc.Dwc 1 - GENERAL NOTES „ 1. ELEVATIONS REFER TO NAVD88. ELEVATION BENCHMARK IS THE SPIKE SET BELOW GRADE IN THE REAR YARD WHERE 1`P��� \li552 40 DITCH' i INDICATED. CONTACT CAPE COD ENGINEERING,INC.FOR ADDITIONAL ELEVATION INFORMATION. - ( 2. PLAN REFERENCE:TOPOGRAPHIC SURVEY PREPARED BY SLADE ASSOCIATES WELLFLEET MA.'CHESTER NIMITZ LAY PLS o �1Q' 5�' DITCH AS "BLUE -_ z g5 BLUE LINE ON USGS I SITE RESEARCH,WETLAND DELINEATION,ETC.BY CAPE COD ENGINEERING,INC. _ r- m �JP (PERENNIAL FLOW UNCONFIRMED) Ali I 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE SANITARY CODE,TITLE Z g Q� \ `��'- ��% Ali,, �� 5 AND TOWN OF BARNSTABLE HEALTH DEPT.RULES AND APPROVAL FOR THE DESIGN. a = z 4. PROVIDE MARKOUT AND PRESERVE OR RE-LOCATE OTHER UTILITY LINES IN VICINITY OF ANY EXCAVATION. Z rr 335-057 BVW-1 S. THE EXISTING CESSPOOLS ON THE EAST SIDE OF LOCUS SHALL BE FOUND,PUMPED OUT AND EITHER FILLED WITH SAND OR -i o \ / \�� /,� REMOVED AT THE OWNERS'OPTION �� 7-' a 1 6. INTERIOR PLUMBING CHANGES ARE REQUIRED TO ROUTE THE BUILDING SEWER PIPE WITHIN THE DWELLING AS NEEDED ROE• 6 P BVW-6 BVW-4 I TO ESTABLISH A PIPE INVERT AS SPECIFIED AS A MINIMUM ELEVATION FOR THE PROPOSED SEPTIC TANK LOCATION AND SEE PLAN BK. 234, PG. 47 U')I ELEVATION. SUCH WORK SHALL PRECEDE SETTING OF THE TANK. INSTALLATION CONTRACTOR SHALL VERIFY THE PIPE v LOCUS l y 1 \\ \\� a I CONDITION AND ELEVATION PRIOR TO SETTING THE SEPTIC TANK. CONTACT CAPE COD ENGINEERING,INC.PRIOR TO PAN S� ; "B" \\li, 1 MAKING ANY CHANGES FROM THE PLAN. / / \ 7. LOCATE WATER SERVICE VIA MARK-OUT OR VISUALLY PRIOR TO PIPE TRENCHING OR EXCAVTING IN WATER SERVICE Z VICINITY. z BVW-3 / m I 8. MAGNETIC MARKER TAPE SHALL BE PLACED ALONG ALL PIPE RUNS PRIOR TO BACKFILL o BA YB fR 9. A 5 FT.PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS AND THE C1 SOIL LAYER TO COMPLETELY RY LN BVW-S 1 REVEAL THE C2 SAND LAYER.SPECIFIC INSPECTION DURING THE EXCAVATION MAY ALLOW FOR A REDUCTION OF THE - _ F�\ a DEPTH DEPENDING UPON OBSERVATIONS. BACK FILL WITH CLEAN SAND TO 1 FT.ABOVE THE SAS COMPONENTS. CUMMAQUtD, MA \,\Ii,, L - - -- CONSTRUCT THE SAS IN THE NEW MATERIAL. COVER WITH SAND TO A 1 FT.COVER MIN.PRIOR TO REPLACING SUBSOILS. I 10.CONTACT CAPE COD ENGINEERING INC.PRIOR TO EXCAVATION TO REVIEW SPECIFIC REQUIREMENTS FOR THE KEY M A P EXCAVATION AND RELATED SITE WORK. 14" TRIPLE` 1 0 BVVY-2 I 11.SEPTIC SYSTEM INSTALLER SHALL CONTACT ENGINEER AT TIME OF SEPTIC SYSTEM COMPLETION FOR SYSTEM NO SCALE MAPLE i SPK SET CERTIFICATION AS REQUIRED. EL=25.36 NAVD88 N, I 12.CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED DURING PINE \ / - iI CONSTRUCTION. Q / / • J 5 110, I 13.NO KNOWN POTOBALE WELLS EXIST WITHIN 200 FT.OF THE PROPOSED SEPTIC SYSTEM. 31� / / 14„ sow O ti6 2 1 I HEALTH CODE VARIANCES 0 I / / TRIPLE + \ 1 n � o N MAPLE o�, / 9J,�, I DESIGN DATA FROM TOWN OF BARNSTABLE HEALTH REGULATION / \ I _ _ 360-1-LOCATION OF COMPONENTS WITH RESPECT TO #187-S / \ LIMIT OF Epp"- HYDRAULIC LOADING 5 BEDROOMS X 110 GPD/BR- 550.0 GPD WATERBODIES / / \ 12• �2� R� => / I SEPTIC TANK DESIGN 1. 15 FT.VARIANCE FROM THE 100 FT.SEPARATION • DOUBLE _ S / MAPLE 26 / o FT ,r, 200%X 550 GAL. =1,100 GALLONS--PROVIDE A 1,500 GALLON PRECAST CONCRETE SEPTIC TANK- REQUIREMENT BETWEEN THE"D"BOX AND THE 71.9' fXIS�N //// �\ �0M 1 ,� H-20 RATED. PROVIDE TEE FITTING ON THE INLET AND OUTLETS W OUTLET B.V.W.;85 FT.PROVIDED / I N , \ ,✓/f WOOD �A ('COLLApS / \\ '1 o /0 GAS BAFFLE; 2, 13 FT.VARIANCE FROM THE 100 FT.SEPARATION 5 PERIMETER /% M£ S ) ,/// wooD °I C; N PROVIDE W-20 RISERS AND SINGLE PIECE CONCRETE COVERS WITHIN 6 INCHES TO GRADE; PIPE/ I EXCAVATION _ - - 27 ' '// (T0 BE �DC1 U // PLATFORM / b r- 4 cN REQUIREMENT BETWEEN THE SAS AND THE (SEE NOTES) RE�O�ED) RE ' / �- N I o TANK 101NTS SHALL BE SEALED WITH HYDRAULIC CEMENT CONCRETE B.vw.;87 FT.PROVIDED. N _ X CN 16" -'-!� SIL + NC �/ %% i PIN SAS DESIGN I I • S 1 /// °' H-ZO RATED COMPONENTS � PERCOLATION RATE-5 MPI CLASS 1/THRESNOLDF / I � ( ) - ti EL=28.31' 29 1 LONG TERM HYDRAULIC LOAD RATE= 034 GAL/S.F. GRAVEL DRIVE /i 24° / I SIDE AREA=2(2')(42'+12.8')=219.2 S.F. MAP�,c• ` • LE/J ELT 36 60''//' r a I BOTTOM AREA= 12.8'X 42'=537.6 S.F. sT 4 < / / 1ST FL /' 3o I LOADING. 537.6 S.F.+219.2 S.F.=756.8 S.F.X 0.74 GAL/S.F./DAY=560.0 GPD - - - - - - - 0 TOTAL LEACHING CAPACITY - 560 0 GPD` - �f /� *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT J l� / 21' 'sr,N� ow ��' I - _ I SEE PROFILE DETAIL ON PLAN (LOT AREA l�l ✓�r ��L/NG// �- 1 3100�FL FROM BVW I / WIININ 200' RA) , / 32" / / #3g20/ / 3 I - - - - 30 MAPLE / , // c PR&ADE ADS 6"0 I 1 ��/ S VEVE FOR 4"0 PIPE M/�/A' 1187 11/ ,�3�12n f, ' 4 3g ) f/ _�® WATER SERVICE DEEP OBSERVATION HOLE # 1 DEEP OBSERVATION HOLE #2 /`� 'V � n0 W \ CROSSING OF SEWER Test Date:NOVEMBER 7,2007; Test Date:NOVEMBER 7,2007; E� Q S/pF \ \ PIPE Witness:Donna Mirandi,RS,Barnstable Health Dept.Staff Witness:Donna Mirandi,RS,Barnstable Health Dept.Staff (1goo A Wq(K \ / ROOh�� PERFORMED BY Robert Perry,P.E. SE#13408-Initial approval date-May 1995 PERFORMED BY Robert Perry,P.E. SE# 13408-Initial approval date-May 1995 S� 7t /� °UT LOCATE AND elevation depth m. horizon texture color mottlingother elevation depth m. horizon texture color mottlingother I _200 FT. FROM TOP \ � p � � p ( � >_ l r'yWA }, of ANK ABANDON EXIST. L� L,t.1 4-----._.__BENCHMARK: D�/ CESSPOOLS 27.0-25.1 0-23 A loam.sand 10 YR 4/2 28.0-25.8 0-26 A loam.sand 10 YR 4/2 W Z SPK SET 7r 6,4 Eo�E OF pq A 18 �1 M.N.B. 25.1-23.1 23-47 Bg silt loam 10YR 7/1 25.8-24.2 26-46 B silt loam lOYR 7/1 JEL=30.10 NAVD88 �A YpUT �MfNr FND. 23.1-22.6 47-53 B sand loam 10YR 4/2 24.2-18.7 46-112 C1 sand loam 10YR 4/2 22.6-19.0 53-96 Cl silt loam 10YR 5/2 18.7-14.0 112-168 C2 med.sand 10YR 6/6 PLAN19.0 - 14.0 96-156 1 C2 med.sand 1 OYR 6/6 Parent material:GI.Ice Contact Depth to Groundwater:None observed 20 10 0 20 Parent material:GI.Ice Contact PERC.TEST DATA: Pre-soak tested ST 1 Depth to Groundwater:None observed PERC RATE=LESS THAN 5 MPI in C2 layer PERC.TEST DATA: Pre-soak tested C2 Layer @ 117 inches PERC RATE=LESS THAN 5 MPI in C2 layer 1 inch = 20 & * IF UNDER PAVEMENT PROVIDE MED. PROVIDE DUTY C.I. COVERS TO GRADE TOP OF FOUNDATION EL = 35.51 MANHOLE AND COVER-MIN 24'DIA. 4''DIA REV. JAN. 31, 2020 - c L e ov v_a w 7- A,VEN v' RAISE COVERS TO WITHIN V II LI 18'DIA. MANHOLE WITH CONCRETE COVER OF FINISH GRADE 2'LAYER of 1/8' - 3/6'DIA I I AND FRAME BROUGHT TO WITHIN 6' REV. JAN. 13. 2020 - PROVIDE VENT FINISH GRADE= 29.5E OF FINISHED GRADE WANED STONE OR FABRIC FINISH GRADE= 2A# SHOWING a INV.=2s.1 . DEAN BACI(Fl[i PROPOSED SUBSURFACEE DISPOSAL SYSTEM �� MINIMUM D-BOX ; ; M I I SEWAGE a INSIDE DIMENSIONS c - " iu 12•42' 1 H-20 2 t 1 H-20 4 AT 0000000o Oo 00000�'00000 " 3920MAINSTREET, CUMMA UID, MA o 00000000 00 0000000000o Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 04'' �, BARNSTABLE ASSESSORS'MAP 355,PARCEL 057 32.50 270D *6 c 26.75 00000000 00Lq 000000,00000 GW-ASPIPES PREPARED FOR BAFFLE 2550 25.33 3 4'-1 , 2'DIA. 1-0 8.5' BOTTOM OF SYSTEM DAVID AND PAMELA LECLERC DOUBLE WASHED STONE 34' EL=23.1t NOVEMBER 19, 2019 SCALE -AS NOTED 6'OF 3/4'TO ' �'.�, .� ,� '� -�-� COMPACTED BASE 1-1/2'DIA. STONE T � D-BOX 42' ' BELOW TANK 5 W��p STONE (H-20) Lg S)EXITING D-BOX MUST SEPTIC TANK REMAIN LEVEL FOR 2'-0' vF^ s PREPARED BY BEFORE PITCHING DOWN TO TYPICAL LEACH SYSTEM CROSS SECTION �a sy�` PRECAST REINFORCED CONCRETE LEACHING FACILITY OR IQ�\ ROBERT �G CAPE COD ENGINEERING, INC. PROVIDE•SPEED LEVELS• NO SCALE M, NOTE: CAPACITY. 1500 GALLONS �o PERRY ROBERT M.PERRY,P.E. ALL PIPE TO BE 4° DIA. (H-20) SAS CONSTRUCTION: 4 PRECAST 500 GALLON DRYWELLS(H-20 RATED)AS MANUFACTURED BY SHOREY IU CIVIL P.O.BOX 1517 PVC TIGHT JOINT WITH SEPTIC SYSTEM PROFILE PRECAST, INC. OR APPROVED EQUAL SET END-TO-END IN A 13 FT. WIDE X 42 FT. LONG EXCAVATION TO A No.3SI360 EAST DENNIS,MA 02641 THE DEPTH AND ELEVATIONS SHOWN, SURROUNDED BY DOUBLE-WASHED 3/4 TO 1-1/2 INCH GRADED MINIMUM SLOPE OF 1/8 GRANITE STONE TO THE ELEVATION SPECIFIED ON THE CROSS SECTION. SAS FACILITY SHALL BE COVERED "� R'/STE TEL:508-385-1445 PER FT. NO SCALE WITH SUITABLE GEOTEXPLE FILTER CLOTH AS A SUBSTITUTION FOR THE 2 INCH PEASTONE COVER LAYER. ' LECLERC.DWG �s`ONAL �A - -- - - - GENERAL NOTES I 1. ELEVATIONS REFER TO NAVD88. ELEVATION BENCHMARK IS THE SPIKE SET BELOW GRADE IN THE 5240"E DITCH - I REAR YARD WHERE INDICATED. CONTACT CAPE COD ENGINEERING,INC.FOR ADDITIONAL 156380 I ELEVATION INFORMATION. y O I 2. PLAN REFERENCE;TOPOGRAPHIC SURVEY PREPARED BY SLIDE ASSOCIATES,WELLFLEET,MA. DITCH AS "BLUE LINE" ON USGS CHESTER NIMITZ LAY,PLS; SITE RESEARCH,WETLAND DELINEATION,ETC.BY CAPE COD O(PERENNIAL FLOW UNCONFIRMED) �I& I v \�P 10• ��li,, ��li, � ENGINEERING,INC. o � r- �� '\ / 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE z ? 335-057 i SANITARY CODE,TITLE 5 AND TOWN OF BARNSTABLE HEALTH DEPT.RULES AND APPROVAL FOR THE BVW-1 I DESIGN. � ��i� Q N 4. PROVIDE MARKOUT AND PRESERVE OR RE-LOCATE OTHER UTILITY LINES IN VICINITY OF ANY BVW-6� @VW-4 �I''' ^ EXCAVATION. ROE 6P S. THE EXISTING CESSPOOLS ON THE EAST SIDE OF LOCUS SHALL BE FOUND PUMPED OUT AND EITHER y SEE PLAN BK. 234, PG. 47 L I FILLED WITH SAND OR REMOVED AT THE OWNERS'OPTION ( v LOCUS a I 6. INTERIOR PLUMBING CHANGES ARE REQUIRED TO ROUTE THE BUILDING SEWER PIPE WITHIN THE B -\� C'I DWELLING AS NEEDED TO ESTABLISH A PIPE INVERT AS SPECIFIED AS A MINIMUM ELEVATION FOR cv I THE PROPOSED SEPTIC TANK LOCATION AND ELEVATION. SUCH WORK SHALL PRECEDE SETTING OF Z @VW-3 Y THE TANK. INSTALLATION CONTRACTOR SHALL VERIFY THE PIPE CONDITION AND ELEVATION PRIOR 70 BA / I coI TO SETTING THE SEPTIC TANK. CONTACT CAPE COD ENGINEERING,INC.PRIOR TO MAKING ANY YB fRRY CHANGES FROM THE PLAN. CN BVW-5_ °� c,, F� / a I 7. LOCATE WATER SERVICE VIA MARK-OUT OR VISUALLY PRIOR TO PIPE TRENCHING OR EXCAVTING IN / / / I N �Q �cF OF \�� L _ _ _ _ WATER SERVICE VICINITY. CUMMAQUID, MA J 2 / N 4 ` k I MAGNETIC MARKER TAPE SHALL BE PLACED ALONG ALL PIPE RUNS PRIOR TO BACKFILL MAP p A 5 FT.PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS AND THE Cl SOIL KEY M A t- - LAYER TO COMPLETELY REVEAL THE C2 SAND LAYER.SPECIFIC INSPECTION DURING THE EXCAVATION MA Q / TRIPLE 0 I MAY ALLOW FOR A REDUCTION OF THE DEPTH DEPENDING UPON OBSERVATIONS. BACK FILL WITH NO SCALE 0 / / MAPLE \ f SPK SET I CLEAN SAND TO 1 FT.ABOVE THE SAS COMPONENTS. CONSTRUCT THE SAS IN THE NEW MATERIAL. 17° EL=25.36 NAVD88 / I COVER WITH SAND TO A 1 FT.COVER MIN.PRIOR TO REPLACING SUBSOILS. J / / PINE • ,/ , ca I 10.CONTACT CAPE COD ENGINEERING,INC.PRIOR TO EXCAVATION TO REVIEW SPECIFIC REQUIREMENTS FOR THE EXCAVATION AND RELATED SITE WORK. TRIPLE sow + ti6 \ \ o I 11.SEPTIC SYSTEM INSTALLER SHALL CONTACT ENGINEER AT TIME OF SEPTIC SYSTEM COMPLETION FOR HEALTH CODE VARIANCES �^ 9 I SYSTEM CERTIFICATION AS REQUIRED. o cd d MAPLE 12.CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS FROM TOWN OF BARNSTABLE HEALTH REGULATION / /zl #187_ '' ' \ �� I ENCOUNTERED DURING CONSTRUCTION. 360-1-LOCATION OF COMPONENTS WITH RESPECT TO 12" p j LIMIT OF 100'A_ \ / I 13.NO KNOWN POTOBALE WELLS EXIST WITHIN 200 FT.OF THE PROPOSED SEPTIC SYSTEM. WATERBODIES /�// \ • DOUBLE S "�� I / 1. 15 FT.VARIANCE FROM THE 100 FT.SEPARATION MAPLE 2� \FT REQUIREMENT BETWEEN THE"D"BOX AND THE 71.9' WOODSnNG NCO(`/,;, // \ \ g ti �� 3 DESIGN DATA B.V.W.;85 FT.PROVIDED / I 5 PERIMETER FRAME �PSED /' WOOD �\ N HYDRAULIC LOADING-5 BEDROOMS = 2. 13 FT.VARIANCE FROM THE 100 FT.SEPARATION \ I / EXCAVATION _ - 27 /// PTO BE S��C1i1R / PLATFORM o ,� I 0 X 110 GPD BR 550.0 GPD REQUIREMENT BETWEEN THE SAS AND THE N REMo�E EE �''�- N I SEPTIC TANK DESIGN B.V.W.;87 FT.PROVIDED. (SEE NOTES) --.�?g6P SIL 2g, _ - i/ / � //} - - _ T- �� � m I N 200%X 550 GAL. =1,100 GALLONS--PROVIDE A 1,500 GALLON PRECAST N\� I6" x -PEN / / / f%; /� j/ / - I Y CONCRETE SEPTIC TANK-H-20 RATED. PROVIDE TEE FITTING ON THE INLET AND I PIN / / / / z OUTLETS W/OUTLET GAS BAFFLE; PROVIDE H-20 RISERS AND SINGLE PIECE THRESHOLD m _ CONCRETE COVERS WITHIN 6 INCHES TO GRADE;PIPE/TANK JOINTS SHALL BE 1 / EL=28.31' 29 I SEALED WITH HYDRAULIC CEMENT CONCRETE 1\ "' GRAVEL DRIVE 24 MAPLE T , • / / / 1ST. FL. I SAS DESIGN T/ 4 N ��,G �` / / % EL-36.60' , /' 53.3' .�''" / j ` I H-20 RATED COMPONENTS 0 / / 1ST. FL. f/' 30 PERCOLATION RATE--5 MPI(CLASS 1) EL=36.25 / \ _ / /O ,/ ////�j j LONG TERM HYDRAULIC LOAD RATE= 0.74 GAL/S.F. / (LOT A /0 / 2/ ,EXIS�jNG DW fc I \ I I --� SIDE AREA=2(2')(42'+12.8')=219.2 S.F. REA , / 32 / / /�% /Aj �I 13i0o`FL FROM BVW I BOTTOM AREA= 12.8'X 42'=537.6 S.F. / WITHIN 200' RA) - /J #3920 - - - 30 MAPLE ^� I/ I T- I LOADING:537.6 S.F.+219.2 S.F.=756.8 S.F.X 0.74 GAL/S.F./DAY=560.0 GPD M #187 219.12' I 3 i TOTAL LEACHING CAPACITY = 560.0 GPD Al N S N �5�13,00- , 4 a *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT 1909 Sr CK � 0 � LOCATE AND sio W � SEE PROFIL E DETAIL ON PLAN fWA � ABANDON EXIST. /�,y �?oo Fr. FROM TOP \ CESSPOOLS DEEP OBSERVATION HOLE # 1 DEEP OBSERVATION HOLE #2 }- U/ - OF @q�_ Test Date:NOVEMBER 7,2007; Test Date:NOVEMBER 7,2007; LTC L.U1 ©_---__BENGH6!AR: Y R01/ Q F Witness:Donna Mirandi,RS,Barnstable Health Dept.Staff Witness:Donna Mirandi,RS,Barnstable Health Dept.Staff W .Z SPK SET 6/q OGF OF 18 - PERFORMED BY Robert Pe P.E. SE#13408-Initial approval date-May 1995 PERFORMED BY Robert Pe P.E. SE#13408-Initial approval date-May 1995 pA�M fNT .G. �I M.H.B. 1TX PP Y n'Y, PP Y JEL=30.10 NAVD88 A YoLl FND. elevation depth(in.) horizon texture color mottling other elevation depth(in.) horizon texture color mottling other m l n' 27.0-25.1 0-23 A loam.sand 10 YR 4/2 28.0-25.8 0-26 A loam.sand 10 YR 4/2 PLAN 25.1-23.1 23-47 Bg silt loam 10YR 7/1 25.8-24.2 26-46 B silt loam IOYR 7/1 20 10 0 20 60 23.1-22.6 47-53 B sand loam 10YR 4/2 24.2-18.7 46-112 Cl sand loam IOYR 4/2 22.6-19.0 53-96 Cl silt loam I OYR 5/2 18.7-14.0 112-168 C2 med.sand 10YR 6/6 19.0 - 14.0 96-156 C2 med.sand 10YR 6/6 Parent material:GI.Ice Contact 1 inch = 20 ft Depth to Groundwater:None observed Parent material:G1.Ice Contact PERC.TEST DATA: Pre-soak tested ST 1 * IF UNDER PAVEMENT PROVIDE MED. Depth to Groundwater:None observed PERC RATE=LESS THAN 5 MPI in C2 layer DUTY C.I. COVERS TO GRADE Y TOP OF FOUNDATION PROVIDE PERC.TEST DATA: Pre-soak tested C2 Layer @ 117 inches.-.- .- EL = 35.5t MANHOLE AND COVER-MIN 24'DIA. 4"DiA• �� PERC RATE=LESS THAN 5 MPI in C2 layer RAISE COVERS TO WITHIN 6' VENT I I LI 18'DIA. MANHOLE WITH CONCRETE COVER OF FINISH GRADE AND FRAME BROUGHT TO WITHIN 6" REV. JAN. 13. 2020 - PROVIDE VENT 2`LAYER OF 1/8' -3/B`DIA I I FINISH GRADE= 29.51 WASHED STONE OR 3/8BRIC I OF FINISHED GRADE # FINISH GRADE= 28t x 2E z SHOWING "v' '�'1 CLEAN BACKFlfi PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM H-20 - V 21' _ - MINIMUM D-BOX : : N c h Q g INSIDE DIMENSIONS M lk iu 12`02' 1 H-20 2 4 AT 00000000 00 ID0000�OOC300 o 00000000 00 00000000000 3920 MAIN STREET, CUMMAQUID, MA 27.75 2s.75 "' 00 0 0 0 0 0 0 0 00 000000000 0 0 -�4':`•. N BARNSTABLE ASSESSORS'MAP 355,PARCEL 057 000 00 00000000000 PREPARED FOR 27.00 0 GAS� CALLS BAFFLE 3/4"- 1 1/2"DIA. 8.5' BOTH"OF SYSTEM DAVID AND PAMELA LECLERC DOUBLE WASHED STONE 34' EL=23.1t 6"OF 3/4' TO 1-1/2'DIA. STONE\�1 COMPAC10 BASE D-BOXm. NOVEMBER 19, 2019 SCALE -AS NOTED BELOW TANK CRUSHED STONE (H-20) LIhNE(S)EXITING D-BOX MUST 42' SH OFFS P SEPTIC TANK REMAIN LEVEL FOR 2'-0' d ROBERT 9°ti PREPARED BY BEFORE PITCHING DOWN TO TYPICAL LEACH SYSTEM CROSS SEC11ON o G -, - PRECAST REINFORCED CONCRETE LEACHING FACILITY OR s r�!. m CAPE COD ENGINEERING, INQ4 .� PROVIDE"SPED LEVELS' NO SCALE o PER NOTE: CAPACITY: 1500 GALLONS " CIVIL Cn I ROBERT M. PERRY,P.E. C„> Z-11 . ALL PIPE TO BE 4" DIA. (H-20) SEPTIC SYSTEM PROFILE �AST, INC. ORCONSTRUCTION: 4 PRECAST AL, GALLON DRYWELLS N A 1 RATED)ASMANUFACTURED42 FT. GBY SHOREY o No.35880 P.O.BOX 1517 --- PVC TIGHT JOINT WITH PRECAST, INC. OR APPROVED EQUAL, SET END-TO-END IN A 13 FT. WADE X 42 FT. LONG EXCAVATION TO �pX, G, sTE¢�C> �k EAST DENNIS MA 02641 I MINIMUM SLOPE OF 1/8" GRANITETHE PSTONE TOTH AND �THE ELEVVATIONS ATION SPECIFIED"ON THE CROSS SECTION.DED BY SAS FACILIT4 TO Y SHALL BE2 INCH COVERED FSs�®NIL��G TEL:508-385-1445 PER FT. NO SCALE WITH SUITABLE GEOTEX11LE FILTER CLOTH AS A SUBSTITUTION FOR THE 2 INCH PEASTONE COVER LAYER. (j LECLERC.DWG -y i