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0059 NYES POINT WAY - Health
59 Nye5 -Point Way Centerville. A.= 233-018. I ` COD CHG � 0 Neighbort�oocl 508-715-2820'` ` MM DD YY JOB# .3501V ain Street 608,045.6111 a West Yarmouth, MA 02673 (Toll Free)855475-2820 TECH NAME SITE INFORMATION BILLING INFORMATION Name Ilk c Q.-4j ��Fu Name. °���^Address Address 4 72..�k:r s' R State Zip $fate Zi City p City z-,/ Phone Phone Email _ F: WORK TO BE PERFORMED i � >_ 41 e JOB'NOTE S 72, is LABOR: . TECH . START END TECH START END OT/CHG MATERIALS. QUANTITY. ITEM':/DESCRIPTION . PRICE PO# TERMS. CHECK.#. ` - .. CC# EXP. DATE I hereby accept the sernces peened satisf o ,� d' Customer Signature Date � `� —� a Print Name I c` TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION Date S `f I Time: In Out Owner � ( Tenant l Address a S Address Compli ce Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities AMovect 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal C3 j a 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms 2— Number of Vehicles Allowed (max) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here � WORK ORDER 350 MAIN STREET WEST YARMOUTH, MA 02673 H►oacAar COD HG 508 7754820: ... wo#e:woter YY. Joe# LL�j 01 02 O od 05 O6 Oil(De.. :09 SRE.INFORMATION BILLING INFORMATION ce ESCRIPTION OF.UVORK PERFORMED CHARGE BILLING DETAILS FcEI� LABOR. : EMERGENCY FEE TECH START ENO TECH.: START END O/T CHG SEPTIC G� GREASE' DlsPosA =LoTEs t SIMG DRAINCLEANIN(i EQUIPMENT CHARGE T-'S INSPECTION : I No -T-J'INSPECTION CONTRACT/QUOTE T:.5 CONSTRUCTION l.Enzymes : MATERIALS LABOR PERMIT_FEE �� .. SERVICE.CALL PIPE LINE; FUEL SURCHARGE' MATERMr Ls ShLEs TAic QTY ITEM/DESCRIISTION .:::.: RAKE PO# $uBTOTA4 DISCOUNT. T6 TA4AMOUNT;Due � :` ®. rn STATUS: COMPLETED . `RESCHEDULED::D CANCEL D CONTINUED FOLLOW UP D . CHECK# CASH AMT ('HEREBY ACCEPT THE SERVICES PERFORMED AS SATISFACTORY % .AYMENT: INFORMATION G C CUSTOMER 77771 $16NATURE.X EXP DATE ❑ ❑ ❑ Q PRINT NAME. MC Vim: Aix f / TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date 6— — f Time: In Out Owner Tenant Address a I� ,n� Address Complian Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities Approved. 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use _ 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal Oct — �.- 17.Temporary Housing 18. Driveway Width OE 19. Number of Tenants Observedtc PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (m x Number of Persons Allowed (max) c Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here I 9 COMPLETEN ON DELIVERY SENDER: COMPLETE THIS SECTION I ■ Complete items 1,2,and 3.Also complete A Sig ❑Agent item 4 if Restricted Delivery is d L d Addressee ■ Print your name and address on:the reverse C.Date of Delivery i so that we can return the card to you: ■ Attach this card to the back of the mailp iece, , or on the front if space permits. p'9s delivery address ifferent from item 1? 0 Yes 1. Article Addressed to: «4 �jIf YES,enter deli-1 1. below: CI No /a 1PO � 3. Se Ice Type C.Qifl +✓ ( � -e ' �'/T Certified Mail ❑Express Mall 0 Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4, Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7008 3230 0002 5178 3401 (Transfer from servlce labeq - 102595-02-M-1549 PS Form 3811,; eb'ruary 2004 ' iDomestie Return Receipt Y UNITED STATES POSTAL SERVICE aid 4..a '.ay.. ±_ • Sender:cPJease print your name, address, and m this bo Town of Barnstable Health Division. 200 Main Street Hyannis,MA 02601 111!lldl11tlli.!!ILI!III !!ill1Ii 11 I Town of Barnstable Barnstable Regulatory Services. Department- Public Health Division m 200 Main Street,Hyannis MA 02601 2007 Office: 508-8 i2-4644 Tbmw F Geiim Direct FAX: 508-790-6304 Tf A.McKean,CIO Mark Holmquist v as°� /" 11/08/10 295 Holly Point Road Centerville,MA 02632 — — - According to ourrecords;the-tight tank owned bY-you located•at-59 Nges Point Wagnot been monitored and/or pumped every three months as required by the Massachusetts Department of Environmental Protection. Therefore,you are ordered to hire a licensed septage hauler to have the tank pumped on,or before November 15,2010. After that date,the tank shall be pumped once every three months. H your tank was already Pumped sometime within the past three months,please submit a copy of the receipt for the pumping. Please submit a copy of the pumping record(s)to this Office at mailing address:Town of. Barnstable Health Division,200 Main Street,Hyannis,MA 02601. Failure to comply with an order of the Board of Health may result in the issuance of $100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are corrected You may request a hearing before the Board of Health,if written petition requesting same is received by the Board within seven days of the date of your receipt of this letter. PER ORDER OF THE BOARD OF HEALTH _ �z ♦E iM�! <�C r \a omas McKean,R.S.,CHO Agent of theBoard of Heal 1 C �-- lt4p,% 1. 7 oo 3 230 o aoz Sf 7 3 ya - r rWORK ORDER PLumsl,NG L.Ic #15013 ` .� #15558-11A www.bluewatercorp com . waecAimmR®Bv COD CHG 800-593-6449 1,g�Agag,lim ix � :,mister.c(eatieri Greener. WESTYARMOUTH"-NANOVER-l:EOMINSTER-I.AwRENGE-WESTBORO MM DD YY Joe# 01 02 03 04 05.06 07 08 08'010 SITE INFORMATION BILLING INFORMATION z g 3 � o J r:. Mi.t ter; t, s.di`ir ESCRIPTION OF WORK PERFORMED -- .- �•� ,�:��,:- �_`�'" ��' �ir�-"� -..,� �, �.�.::_ -��' � ram__ ... '-'" ... 6 .BILUNG-DETAILS: ITEM. CHARGE LABOR EMERGENCY FEE. TECH . START -.END TECH . - START END OR CHIS SEPTIC GREASE DISPOSAL .NOTES INSIDEG E VACTOR. '.. DRAIN CLEANING`." EQUIPMENT CHARGE T-5 INSPECTION i NON T 5 INSPECTION CONTRACT/QUOTE L .. T-5 CONSTRUCTION. POWER PAC F MATERIALS . ... .. LABOR PERMIT FEE " SERVICE CALL •: PIPELINE z _ FUEL SURCHARGE MATERUILS _ SALES MAX QTY ITEWDESCRIPTIow PRICE PO'#- SUBTOTAL DISCOUNT : TOTAL AMoUNT DUE STATUS: COMPLETED O RESCHEDULED 0 'CANCEL 0 CONTINUE 0. FoLLow UP 0 CHECK# HEREBY ACCEPT THE SERVICESPERFORMED AS SATISFACTORY.:: PAYMENT - .. .INFORMATION C.C.# CUSTOMER - . SIGNATURE X &P DATE . MC VisaDsc Aboc. PRINT NAME NT(DATA PRODUCTS INC. cc7sna-X (osmo) I � Town of Barnstable Barnstable Regulatory Services Department AHmeftaM • aAxtvsrABLE% , 9� b 9 ,0 Public Health Division �f0" p 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Mark Holmquist 11/08/10 295 Holly Point Road Centerville, MA 02632 According to our records, the tight tank owned by you located at 59 Nyes Point Way, has not been monitored and/or pumped every three months as required by the Massachusetts Department of Environmental Protection. Therefore, you are ordered to hire a licensed septage hauler to have the tank pumped on, or before November 15, 2010. After that date, the tank shall be pumped once every three months. If your tank was already pumped sometime within the past three months, please submit a copy of the receipt for the pumping. Please submit a copy of the pumping record(s) to this Office at mailing address: Town of Barnstable Health Division, 200 Main Street, Hyannis, MA 02601. Failure to comply with an order of the Board of Health may result in the issuance.of $100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are corrected. You may request a hearing before the Board of Health, if written petition requesting same is received by the Board within seven days of the date of your receipt of this letter. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health i Health Master Detail Page 1 of 1 , � = Health (water RI Logged In As: TOWN\malkusk Health Master Detail Wednesday, Octob Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 233-018 Location: 59 NYES POINT WAY, CENTERVILLE Owner: HOLMQUIST, MARK HAYES TR Septic 1, 02/20/2009 New Septic... - - Permit number: [I 2009037 G Permit type: jUpgrade Com Issue date : 02/20/2009 Complete date : 03/18/2009 Septic tank size: 3500 Type/Size of SAS: :,N/A Temp Holding tank Installer: Burnie, David J. , David J. Burnie Management Inc. I/A service type: rSelect service Innovative/Alternative Technology type: Select IA type Variance date : 09/09/2008 Abandon complete date : Abandon pe Repair deadline date : 09/09/2001 Repair notification date Comments: This is BOH approved and is temporary until town sewer C becomes available. If sewer does not become available, the entire system must be installed. Two bedroom deed ;restriction recorded. Two year contract with a septa —I New Inspection... Number Date Inspector 0 WjSelect Inspector Comments: Y Save Septic Changes Return to Lookup Hu Ca ('0/d l 6'4i'4'o U ter, http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=233018 10/27/2010 i AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION 4 �JVC&61A)T SEWAGE# -09 VILLAGE 16(Z VI IIL-- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ,#' kA SEPTIC TANK CAPACITY 3 5-CO 4T TINk LEACHING FACILITY:(type) 4)6A- (size) NO,OF BEDROOMS ^ OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching faci�). feet FURNISHED BY ' g � S 61- 13 f�n2 1 1 V�yl��p LF✓' http://issgl2/intranet/propdata/prebuilt.aspx?mappar=233018&seq=1 11/8/2010 No. �°`�j Fee THE COMMONWEALTH OF MASSAaUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplitation for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair(./,/upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ( 2` ail `�� Owner's Name,Address,and Tel.No. a�Z� y`c`S G Y. z7y -1Zzy Assessor'sMap/Pazcel ) ; c,s 611114 P.4 1a4—i_t_eL t/i-� staller's N e,Address,and Tel.No. j Ic5 G-t Designer's Name,Address,and Tel.No.t3 S C C^keclo 21 1&S—� RCA C I,Q1a_1.1 44A? k/14L.L.. S Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1 i C gpd Design flow provided 'Z Z t) gpd Plan Date 7 I Z/7Oo 4 Number of sheets Revision Date Title 5 Size of Septic Tank CAS C7c,1 5 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ja}- � 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 th Environme 1 ode d not to place the system in operation until a Certificate of Compliance has been issued by this Bo ealth. i Si ed Date Application Approved b ' L Date TZ � O Application Disapproved by Date for the following reasons Permit No. Date Issued - - - ---------------- — - =— — — ——— b !Y ......�..,...e.awrwr..,...,,o,;...,K,,,qr,�:�.�. . ....v.ti� `."^ta-.^ TM-:r.:....-...mom.....+ •.. �r � wa,.-.y .. ,� �:.Y„«-_ �,..-„ IR �. ' .. No. ^�I Fee THE COMMONWEALTH OF MASSAC USETTS Entered in computeiN- PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes h ftpliLation for Dropo al 6pstent Construction i9ffmit Applicatioh for a Permit to Construct( ) Repair( Upgrade( ) Abandon(, ❑Complete System El individual Components Location Address or Lot No. s�( `Q ~ ``� Owner's Name,Address,and Tel.No. a�4/ 6, `o -)ab• Z7Li -7Zzy ?. Assessor's Map/Parcel — I,�; �9yS Al . a -A P-A vc I te- staller's Name,Address,and Tel.No. )G 5 G Designer's Name,Address,and Tel.No.d3 5 C Gee wo c/7`6-u L 3- 7 S17v / ZI 'hC,,nSx� 12c1 ��I.aty, NIk1 �'zC5 llGl W14.�. 5{ Z � F �-t!V.`ua�wtii r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) I 10 gpd Design flow provided ` 'Z 7 U gpd Plan Date 7 / Z I?oo$ Number of sheets Revision Date Title - Size of Septic Tank C�5S Ur_) Type of S.A.S. Y Description of Soil Nature of Repairs or Alterations(Answer when applicable) i i,USA 1 3- c v a o//G Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r accordance with the provisions of Title 5 f th Env.rorune 1 ode d not to place the system in operation until a Certificate of Compliance has been issued by this Bo of 'ealth. r Si ned Date Application Approved b Date's 2i`) Application Disapproved by Date for the following reasons ' Permit No. Date Issued r \ Aa,0 THE COMMONWEALTH OF MASSACHUSETTS CJ r y BARNSTABLE,MASSACHUSETTS 1 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by ��(,n R r u�2 ���o(��.°fo✓L_ at,<_�Q S ��p,`A yf ,! has been constructed in accordance L ,, with the provisions of Title 5 and the for Disposal System Construction Permit No. w 9 03 7dated CD')�N� Installer 5,7 )e&5—A a Designer 43S6 15-16 P #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the`syst m •ll .cti was esigned. Date ���/ Ins Rector ----. No. -0 Fee------------------._- . _ - `2 00 3 - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS _.- MiSVOSaf *pstem Construction i9ermlt Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at I` 1 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. i Provided:Construction must be completed within three years of the date of this permit. Date / z.Q 1 o l Approved by:, ' i Town of Barnstable oFt ra,,, Regulatory Services Thomas F. Geiler,,Director HAMSTADLE, Public Health Division MASS. �'Ore039. `0 Thomas McKean, Director 200 Main Street, Hyannis,NIA 02601 Office: 508-862-4644 Fax: 505-790-6304 Date: 3/19/2009 SeivagePermit# Assessor's Map/Parcel 233/18 W Installer & Designer Certification Corm BSC GROUP, INC. Designer: Installer: �cs®.•t �o�Q2� �c21���. Address: 349 Route 28, Unit D Address: TO(ILS,-J e—� ©e/eco•c5c40c�zGsZ W. Yarmouth, NIA 02673 On was issued a permit to install a (ds e) (instalicry septic system at 59 Nye' s Point sway, Centerville based on a design drawn by (address) 7/02/2008 BSC GROUP, INC. dated revised 9/10/2008 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (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. Stripout (if required) was inspected and the soils were fo d satisfactory. OF:AIq_�_ � C _ BRIM G. �► (Ii stal a 's Signature) o YERGATIAN N CIVIL I A90,iF�Q�S7EP G��� N esigner s:S anat re (Affix . amh Isere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL .NOT BE ISSUED UNTIL BOTH THIS DORM. AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:loftice formsldesignercertification form.doc r t B. Brian Yergatian, BSC Group, representing Mark Holmquist, owner - 59 Nyes Point Way, Centerville, Map/Parcel 233-018, 0.15 acre lot, multiple variances for repair of septic system. Brian Yergatian, BSC Group, presented the plan and expressed it would most likely be done in two phases. The second phase would be done if sewer did not become available within the three years. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan with the work to be done in two phases with two septic permits. One permit for two-compartment septic tank. The second permit will cover the installation of a pump chamber in the second compartment and the leaching field (second permit expected to be taken out within three years, if sewer not available.) with the following conditions: (1) Must have an alarm system on tank, (2) Two-Bedroom Deed Restriction recorded and copy to Health Division - prior to issuance of certificate of compliance, (3) No tank shall be utilized - until the owner has submitted to the BOH written certification by a MA Registered Professional Engineer or Registered Sanitarian that the tank has been constructed and installed in accordance with the approved plan, (4) Must submit a copy of an executed two-year service contact with a septage hauler licensed in our community, which identifies the disposal location(s) of the tank contents, (5) Within 30 days of a sewer becoming available to facility, owner shall connect to sewer and shall abandon tank properly, (6) an O & M plan, shall be implemented which requires monitoring the system as a minimum of once every three months during periods which the property is occupied to ensure proper Operation and Maintenance, and (7) owner shall submit to BOH copies of pumping records within 14 days of each pumping date. (Unanimously voted in favor.) r 8k 2331 DEED RESTRICTION Ae WHEREAS, Mfig-(k fives MYVIRU si fi,av,�►IS, irv-T of ' owner's name) (address) is the owner of � 9 �! s r�1'�r� located (address) at MA _ , MA (hereinafter referred to as q'1r hS two(C— and being shown on a plan entitled "Subdivision of Land in �CGn1llz, MA, Property of et al, (r Q- $.S duly recorded in Barnstable County Registry of Deeds in Plan Book 2 `Page Or on Land Court Plan Number WHEREAS, --k Bol ra o'i ` ?a us As the owner of said lot has (own s name) _ . agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a-disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements:for the Subsurface Disposal 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 complance with 310 CMRL. State Environmental Code, Title V, Minimum Requirementsfor the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction.on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr i 4-` Y NOW, THEREFORE, ols k_' �� ��� 4e3 6 �i ' o�s herebyplace the (owner's name) following -restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land:and be binding upon all successors in title: 1, Sq NIES �a1nT WAY may have constructed (address) upon the lot a house containing no more than -imp (:I) bedrooms. # k �a �161uu ��sT'., �t i Figagrees that this shall be permanent deed (owners name) ' restriction affecting 'l�—t +A located on MA, and being shown on'the plan recorded in Plan Book t2 , Paged I Or on Land Court Plan For title.of�Me Rir 1 seethe following deed: Book a l 8a_1 , Page Or Land Court Certificate of Title Number . ` Executed as a sealed instrument day of Owner's signat re Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS jO? kc , ss 20o 6 Then personally.appeared the above-named known t iti Pri'Z k t-4 t�j L M�v t ST t �-% 5•-}Pam'_' . known to me to be the person who executed the foregoing instrument and acknowledged the same to be Elk 5 free act and deed,'before me, T Notary Public CAROLINA Nl.MONROY NOTARYPLSBLIC 18 p My commission expires: t:AY COMMISSION EXPIRES J i8 U� (date) r�7 d=dr �{,Q 5� t<L e l t`( 'Ta 04-T •c L r r RECEIPT Printed:12-17-2008 ® 11:20:33 BARNSTABLE COUNTY REGISTRY OF DEEDS ' JOHN F. MEADE, REGISTER Trans#: 277072 Oper:ETTA Book: 23318 Page: 126 Inst#: 63059 Ctl#: 420 Rec:12-17-2008 ® 11:17:36a BARN 59 NYES POINT WAY DOC DESCRIPTION TRANS AMT 1 HOLMQUIST, MARK HAYES RESTRICTION County Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#: 421 Rec:12-17-2008 ® 11:17:36a Doc DESCRIPTION TRANS AMT POSTAGE FEE County Postage Fee 1.00 *** Total charges: 76.00 CHECK PM 1778 76.00 r r r r Bluewater - Cape Region Proposal . � 350 Main St Smarter_Cleaner.Greener. West Yarmouth MA 02673 800-593-6449 Bid#595 I Y Bill to : MARK HOLMQUIST Name MARK HOLMQUIST 295 HOLLY POINT RD Con tact CENTERVILLE MA 02632 Job Site 59 NYES POINT WAY Phone 508-2944769 Job City CENTERVILLE MA 02632 Email We hereby propose to furnish all the materials and perform all the labor necessary for the completion of: PUMP 3000 GALS. SEPTIC @. .166 CENTS PER GAL.WHEN THE ALARM GOES OFF, PUMP DOWN 3000 GALS.WILL COST$498.00 EACH PUMPING.THIS WILL BE A TWO YEAR CONTRAC WITH BLUEWATER SEPTIC COMP.A DISPOSAL RECEIPT WILL BE SENT TO THE HOME OWERWITHIN 7 DAYS SO THEY CAN SEND THE RECEIPT TO THE B.O.H. The work described above will be completed for the sum of: 498.00 bluewater Holding Corp Respectfully submitted by JOHN LALTBERTE Date 01/13/09 P y The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment.will be made as outlined above. Accepted: Signature Date r �f TOWN OF BARNSTABLE LOCATION gtO yE� I'ay I SEWAGE# 0V-/ O � VILLAGE G,-AA (2-VI L� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �IbE//l/ �� , 23 SEPTIC TANK CAPACITY 35-00 9*1 77 G,r i4Nk LEACHING FACILITY. (type) 1(Wt� (size) NO. OF BEDROOMS OWNER y� PERMIT DATE: (/ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and L'-aching Facility(if any wetlands exist within 300 feet of leaching:faci a ). feet FURNISHED BY ;-� h 4 Town of Barnstable P# 1 Department of Regulatory Services = Public Health Division Date ED 50.A�� 200 Main Street,Hyannis MA 02601 .AIN Date Scheduled tv � Time D Tlme Fee Pd: Soil stability Assessment for Sewage Disposal Performed By: Witnessed By: Location Address LOCATION& GENERAL INFORMATION _ q /1/yes ,0 57/�1 t.�/,cJ Owner's Name Address v/"r L Assessor's Map/Parcel: ;z ��2� Engineer's Name 7-1. l� NEW CONSTRUCTION REPAIR Telephone# �q y7 � Land Use ^i«7 Slopes(%) C9—31> Surface Stones Distances from: Open Water Bod I �7- Yft Possible Wet Area _- ^g Drinking Water Well ` ft Drainage Way ft Property Line d ---,__ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) Z Parent material(geologic) Depth to Bedrock r.a Depth to Groundwater. Standing Water in Hole: Z 9 Weeping from Pit Face : Estimated Seasonal High Groundwater s _ DETERMINATION FOR SEASONAL HIGH WATER TABI, 9 T Method Used: �� Depth Observed standing in obs.hole: in. Depth to sell mottles: !n. Depth to weeping from side of obs.hole: in. Groundwater AdJustmenk Index Well# Reading Date: Index Well level r Adj.factor,,,,,_ Adj.Groundwat r Leval G7 f . CD m PERCOLATION TESL` Date �tme Observation Hole# # Time at 9" _ Depth of Perc Alb A ge- Time at 6" Start Pre-soak Time @ Tmc f�v Fv,Q S' gJ Time(9"-6") End Pre-soak Rate MinJinch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) a e+J{}iril(r�,F.J_Vj Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. �EII F-Tel) ✓ Q:\SEPTICWERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. n i ten Gravel) 6 —/0 9 L servo /o 3 -P"-7 /O /1 s 6 0 yA ,6142s-30�o cr y, DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ns' en "-Zyti 6 " C, •PST /vr� 36 '— 49,V11 L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. I ; Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on /4l oo Z (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature ZGX ' Date Q:WEPTIC�PERCFORM.DOC f - Customer Since DR 6 Customer Service Report ENVIRONMENTAL 1-800-499-1682 www.wrenvironmental.com System Owner System Location Holmquist Mark Primary Home 295 Holly Point Road 59 Nyes Point Way Centerville, MA, 02632 Centerville, MA, 02632 (508)-274-7224 x (508)-274-7224 x MARK HOLMQUI S T CCLS Approx.Gal. 3500 Custom Clean Customer Home Number in Household 1 2 3 4 5 6 7 8 No Tank Size 1000 22 20 18 16 14 12 12 12 Zabel Filter System Type T5 Frequency 1250 22 20 18 18 16 14 12 12 Previous Service 091 1500 24 22 20 20 18 16 14 14 Service Date Build Up 2000 26 24 22 24 20 18 16 16 FRJ %QG2016 07;00AgDepth Below Grade 0 Services Tech j$ e; CrR�g Bryant Score From Table Quantity Description j Unit Price Ext Price Subtract 6 for Garbage Disposal P Subtract 5 if System is Older than 10 Years Add 8 for Seasonal Use Add 5 if System Additive is Used Pumping 3001 - 3500 1 601.3140 1 Environmental Compliance - 1Res1deh4fl81 $19.50 Net Score: Score Frequency Less than 5 Every 6 Months Subtotal (�/��,'p,0 6 to 15 Every Year Tax ` 16 to 23 Every 18 Months $09W.K Greater than 24 Every 2 Years Total $0.00 Tank Observations: Potential Solutions: $ 1 Payment Details ❑System Operating Fine We suggest these 4 keys to keep your system healthy: Payment Type 1)Regular Servicing G ' 2)Bacteria"Boost"at time of service Credit Card Cle& 3)Use Wind River Bacteria Additive Card#: 4 Use a filter ❑Excessive Solids Utilize Wind River Bacteria Additive Security Code ❑Heavy Sludge Introduce additional bacteria via Wind River Boost Program Ex Date Utilize Wind River Bacteria Additive p• ❑Tee Missing/Broken Repair/Replace Tee ❑High Liquid Level Could be an indication of system in hydraulic failure. Terms: Suggest a system evaluation and/or a custom cleaning. Call the office as soon as possible at 978-841-5017. Due on Receipt ❑Distribution Box Issue We observed the following issues: OMissing Filter Use of a filter is one of the 4 keys to keeping our gystem health ❑Other The observations and solutions identified may require additional treatment.Please call our Customer Solutions Specialist at 978-841-5017 for additional information,or call our Customer Service line at 800-499-1682/wit_h any questions. Tech Notes: v Remit Payment to: 577 Main St Suite 110, Hudson, I►10 ]A9 Time Arrive Time Left Tech Initials Customer fignature WO-001 ® Printed on recycled paper Customer Copy Rev 2/09 Customer Since _ Customer Service Report ENVIRONMENTAL 1-800-499-1682 www.w renvi ronmental xo m System.Owner System Location � 4�'�:i.f�."$: e���is �+��¢� a;F•;-{�; ' ,.r 02632 4i�� W�.���^ " • p n/� (508)-.-274-7224 CCLS . Approx..Gal. ;a4 Number in Household 1 2 3 4 5 6 7 8 Custom Clean Customer Home Zabel Filter. System Type 1 ? ' Tank Size 1000 22 20 18 16 14 12 .12 ' 12 T5 Frequency 1250 22 20 18 18 16 14 12- 12 Previous Service 1500 24 22 20 20 18 16 14 14 Service Date Build Up 2000 26 24 22 24 20_ 18 16 16 " ' Depth Below Grade Services Toth NG--TA' C`wig rYMA Score From Table Description Quantity Unit Price Ext Price Subtract 6 for Garbage Disposal Subtract 5 if System is Older than 10 Years Add for Seasonal Use F;�mpin j 2001 _ 2500 s 445 21 S i7�44`` Add 5 if System Additive is Used Fue� SU. EV!arga t iI n ti a . I9 . v00 #g�' <i Net Score: Score Frequency Less than 5 Every 6 Months Subtotal 6 to 15 Every Year Tax 4': 1`'•7 16 to 23 Every 18 Months Total "€ Greater than 24 Every 2 Years c, ;a� •; Tank Observations; Potential Solutions: ,' 9 ' ' Payment Details r .+ System OperatingFine We suggest these 4 keys to-keep your system healthy: Payment Type 1)Regular Servicing ,.. 2)Bacteria"Boost"at time.of service Credit Card t 3)Use Wind River Bacteria,Additive Card#: 4 Use a filter ❑Excessive Solids Utilize Wind River Bacteria Additive Security Code Heavy Sludge Introduce additional bacteria via Wind River Boost Program Exp.Date Utilize Wind River Bacteria Additive ❑Tee Missing/Broken Repair/Replace Tee 0 High Liquid Level Could bean indication of system in hydraulic failure. ;s Suggest a system evaluation and/ a custom cleaning. Terms: Call the office as soon as possible at.978-841-5017. El Distribution Box Issue We observed the following issues ❑Missinq Filter Use of a filter is one of the 4 keys to keging your gystem health ❑Other The observations and solutions identified may require additional treatment.Please call our Customer Solutions Specialist at.978-841-5017 for additional information,or call our Customer Service line at 800-499-1682 with arty questions. Tech Notes. t .?Yt?�.': cA •`$s".r:•Ls�.4 ".`.�.a i1.f e` �'.:`.'fu ``,E s.. h?Nc_•i. # -..rl r, a Time Arrive Time Left Tech Initials ICustomer Signature ! WO-001 Rev 2/09 Pri- � nted on recycledpaper. Customer Copy "� I1 Town of Barnstable OPINE Tp� Barnstable Board of Health At-America Cffy * BAANsrABLE, 200 Main Street,Hyannis MA 02601 1 I �' MASS. mA ap 1639. ♦0 aTFD MAt° 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi BOARD OF HEALTH MEETING MINUTES 6k Tuesday, August 26, 2008 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA A regularly scheduled and duly posted meeting of the Barnstable Board of Health was held on August 26, 2008. The meeting was called to order at 3:00 pm by Chairman Wayne Miller, M.D. Also attending were Board Members Paul Canniff, D.M.D. and Junichi Sawayanagi. Thomas McKean, Director of Public Health, and Sharon Crocker, Division Assistant, were also present. I. Hearing -Septic: POSTPONED Celia Freitas, owner- 69 Wayland Road, Hyannis, UNTIL BOH Map/Parcel 271-229, 0.35 acre lot, requests an extension SEP 9, 2008 on a repair of septic failure until October 31, 2008. II. Septic Variances (New): A. Carmen Shay, representing Ann Tomacelli, owner-262 Skunknet Road, Centerville, Map/Parcel 174-016, 17,760 square feet lot, one variance requested for a septic repair. Carmen Shay and the owner's son, Earnest, were present. The Board acknowledged that the process was underway before the Estuary Regulation went through and four bedrooms would be permitted. However, the owner's son explained that with recent information of the current tenant's moving out September 30, 2008, they would be content to widen one doorway to five feet and keep the house as a three bedroom. Upon a motion duuyl -m-ad6- y Dr. Canniff, seconded by Mr. Sawayanagi,th-e Board vote to approve a 90-Day Extension to have the doorway expanded to five feet i(Uhanimously voted in favor.) ( NIN . Brian Yergatian, BSC Group, representing Mark Holmquist, owner- 59 esPoint Way, Centerville, Map/Parcel 233-018, 0.15 acre lot, mu i Fe variances for repair of septic system. K irnan and Brian Yergatian, BSC Group, presented they data. They said they originally planned on using a tight tank. They presented their plan to Brian Dudley w o said he thought the site was better suited for a conventional pressure-dosage-system. Discussion ensued including,the ein g_—hbor's propertyis also a tight tank and that it is looking hopeful that the sewer lines will arrive soon in which case a tight tank would be a less expensive way to go. The Board does not often feel a tight tank is ideal but feels this is the right situation. A site visit will be arranged to include Page 1 of 5 e Brian Dudley and the Board and BSC (who will also bring the water test results of well), tentatively set for Wed, 9/3/08 at 3pm. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to approve a Continuance to September 9, 2008, Board of Health meeting. (Unanimously voted in favor.) C. Stephen Wilson representing Alan Green, owner— 140 (and 128) Conners Road, Centerville, Map/Parcel 251-014 and 015, 0.47 acre parcel, one variance requested for repair as a two bedroom. Mr. Wilson presented the plan to the Board with the variance from wetlands. The house is a two-bedroom and will remain a two-bedroom. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variance with the following condition: a two-bedroom Deed Restriction will be filed with the Registry of Deeds and a proper copy given to the Health Division. (Unanimously voted in favor.) D. Dan Ojala, Down Cape Engineering, representing Cornelia Austin, owner— 14 Marshview Lane, Marstons Mills, Map/Parcel 076-006-002, 56, 638 square feet lot, multiple setback variances to coastal bank, BVW and property line. Dan Ojala presented data. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances with the following conditions: a two- bedroom deed restriction shall be recorded (they may insert a line with a possible future review of property for use as a three bedroom). (Unanimously voted in favor.) E. Mike Pimentel, JC Engineering, representing Izabel Marrero and Thays Fernandes, owners—4 Saint Francis Circle, Hyannis, Map/Parcel 291- 221, a 0.30 acre lot, three variances requested for repair. Mike Pimental presented data. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances with the following conditions: a three- bedroom deed restriction shall be recorded at the Registry of Deeds. (Unanimously voted in favor.) II. Septic Variances (Cont): POSTPONED Joe Henderson, Horsley Witten Group, representing Mark Ellis, Until SEP 9, 2008 owner - 239 lyannough Road, Hyannis, Map/Parcel 328-206, BOH MEETING 0.66 acre lot, five variances requested. III. Variance —Water Supply- School: Page 2 of 5 ` Town of Barnstable opTr r Barnstable Board of Health ���� BARNSTABLE, = 200 Main Street,Hyannis MA 02601 1 D ' 9 MASS. ibg9. 10� Ar f p MA1 A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING MINUTES Tuesday, August 26, 2008 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA A regularly scheduled and duly posted meeting of the Barnstable Board of Health was held on August 26, 2008. The meeting was called to order at 3:00 pm by Chairman Wayne Miller, M.D. Also attending were Board Members Paul Canniff, D.M.D. and Junichi Sawayanagi. Thomas McKean, Director of Public Health,and Sharon Crocker, Division Assistant,were also present. I. Hearing —Septic: POSTPONED Celia Freitas, owner— 69 Wayland Road, Hyannis, UNTIL BOH Map/Parcel 271-229, 0.35 acre lot, requests an extension SEP 9, 2008 on a repair of septic failure until October 31, 2008. II. Septic Variances (New): A. Carmen Shay, representing Ann Tomacelli, owner— 262 Skunknet Road, Centerville, Map/Parcel 174-016, 17,760 square feet lot, one variance requested for a septic repair. Carmen Shay and the owner's son, Earnest, were present. The Board acknowledged that the process was underway before the Estuary Regulation went through and four bedrooms would be permitted. However, the owner's son explained that with recent information of the current tenant's moving out September 30, 2008, they would be content to widen one doorway to five feet and keep the house as a three bedroom. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve a 90-Day Extension to have the doorway expanded to five feet. (Unanimously voted in favor.) B. Brian Yergatian, BSC Group, representing Mark Holmquist, owner— 59 NNes Point Way, Centerville, Map/Parcel 233-018, 0.15 acre lot, muuf iple s for repair of septic system. ,_Keirnan and Brian Yergatian, BSC Group, presented they data. They said they t originally planned on using a tight tank. They presented their plan to Brian Dudley who said he thought the site was better suited for a conventional pressure-dosage system. Discussion ensued including the neighbor's property is also a tight tank and that it is looking hopeful that the sewer lines will arrive soon in which case a tight tank would be a less expensive way to go. The Board does not often feel a tight tank is ideal but feels this is the right situation. A site visit will be arranged to include Page I of 5 Brian Dudley and the Board and BSC (who will also bring the water test results of well), tentatively set for Wed, 9/3/08 at 3pm. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to approve a Continuance to September 9, 2008, Board of Health meeting. (Unanimously voted in favor.) C. Stephen Wilson representing Alan Green, owner— 140 (and 128) Conners Road, Centerville, Map/Parcel 251-014 and 015, 0.47 acre parcel, one variance requested for repair as a two bedroom. Mr. Wilson presented the plan to the Board with the variance from wetlands. The house is a two-bedroom and will remain a two-bedroom. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variance with the following condition: a two-bedroom Deed Restriction will be filed with the Registry of Deeds and a proper copy given to the Health Division. (Unanimously voted in favor.) D. Dan Ojala, Down Cape Engineering, representing Cornelia Austin, owner— 14 Marshview Lane, Marstons Mills, Map/Parcel 076-006-002, 56, 638. square feet lot, multiple setback variances to coastal bank, BVW and property line. Dan Ojala presented data. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances with the following conditions: a two- bedroom deed restriction shall be recorded (they may insert a line with a possible future review of property for use as a three bedroom). (Unanimously voted in favor.) E. Mike Pimentel, JC Engineering, representing Izabel Marrero and Thays Fernandes, owners—4 Saint Francis Circle, Hyannis, Map/Parcel 291- 221, a 0.30 acre lot, three variances requested for repair. Mike Pimental presented data. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances with the following conditions: a three- bedroom deed restriction shall be recorded at the Registry of Deeds. (Unanimously voted in favor.) II. Septic Variances (Cont): POSTPONED Joe Henderson, Horsley Witten Group, representing Mark Ellis, Until SEP 9, 2008 owner- 239 lyannough Road, Hyannis, Map/Parcel 328-206, BOH MEETING 0.66 acre lot, five variances requested. III. Variance—Water Supply- School: Page 2 of 5 r t , N) f Of SNP t DATE: J '4 0 FEE: BARNSI'ABLE, MAS& 16g9. S(� �'�-' Town of Barnstable REC. BYS SCHED. DATE:0c� G Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 59 NYes Point: .4e 'Centerville, MA Assessor's Map and Parcel Number: 2 3 3/018 Size of Lot: 0. 15 acres Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: BSC Group, .Inc. Phone 508-778-8919 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Mark Holmquist Name: Brian G. Yergatian, P.E. Address: 295 Holly Point Road Address: 349 Main Street, Unit D Centerville, MA 02632 W Yarmouth, MA 02673 Phone: 508-274-7224 Phone: 508-778-8919 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) See Attached List o NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic S stem I t Checklist (to be completed by office staff-person receiving variance request application) ci? Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) tV CPr Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at pplicant'�pensero?forTitle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals [same ownerfleasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D.}�� 1 REASON FOR DISAPPROVAL 1 �' C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC 1/P -73� An�,4, 1 Town of Barnstable t pp THE Tp� p� Board of Health �MRNSTABLE,$* 200 Main Street - Hyannis MA 02601 MASS. 1639• aIFD��p Agreement_ to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on O� d the Petitioner(s), 42 v regarding the property at ( k ✓ �� the petitioner(s)and the Board of Health agree that the Board of Health has until p (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. PetitionerXitioner(s) Board of Health: Signature: Signature: eti' ner's Representative Chairman Print: ��� Print: Wayne Miller, M.D. Date: �' Date: Address,of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc f VAWANCES REQUESTED: COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5 TITLE 5: SECTION 15.212: TO ALLOW 4' SEPERATION TO GROUNDWATER IN LIEU OF 5'. TITLE 5: SECTION 15.211: TO ALLOW THE SEPTIC TANK TO BE 19.6' FROM THE VEGETATED WETLANDS IN LIEU OF 25' TITLE 5: SECTION 15.211 TO ALLOW PUMP CHAMBER TO BE 15' FROM THE VEGETATED WETLANDS IN LIEU OF 25' TITLE 5: SECTION 15.211 TO ALLOW THE LEACHING FIELD TO BE 25' FROM THE WETLANDS IN LIEU OF 50' TITLE 5: SECTION 15.211 TO ALLOW TOE OF SLOPE TO BE 4.0' FROM PROPERT' LINE IN LIEU OF 5' (RETAINING WALL WITH LINER) TITLE 5: SECTION 15.104 TO ALLOW A SIEVE ANALYSIS TO BE PERFORMED IN LIEU OF A PERCOLATION TEST. TITLE 5: SECTION 15.203 TO ALLOW A TWO BEDROOM DEED RESTRICTION TO BE RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS AS THIS IS A TWO BEDROOM DESIGN. TITLE 5: SECTION 15.211 TO ALLOW A LEACHING FIELD TO BE 73' & 89' TO A WELL IN LIEU OF 100' i a TOWN OF BARNSTABLE: TO ALLOW THE LEACHING AREA TO BE 25' FROM VEGETATED WETLAND IN LIEU OF 100'. TO ALLOW THE PUMP CHAMBER TO BE 15' FROM VEGETATED WETLAND IN .LIEU OF 1 GO'. TO ALLOW THE `SEPTI:C TANK TO BCE 1:96' FROM VEGETATED WETLAND 'I`N LIEU OF 1 - TO ALLOW„ TH'E ,LEAjCHI'NG :AREA TO 73,, 8:9° & 102 FROM A' WELL IN I J �gr oP1 BSC GROUP providing solutions that create value 349 Main Street (Route 28), Unit D West Yarmouth May 12, 2008 MA 02673 Tel: 5o8-778-89i9 Mr. McKean 800-288-8123 Town of Barnstable Fax: 508-778-8966 Board of Health 200 Main Street www.bscgroup.com Hyannis, MA 02601 RE: 59 Nyes Point Road, Centerville, Massachusetts Dear Mr. McKean, I hereby authorize the BSC Group, Inc. to present on my behalf, the request for a variance for the above referenced parcel. Please feel free to call BSC if you have any questions. Sincerely, Mark Holmquist Engineers Environmental Scientists CIS Consultants Landscape Architects r Planners Surveyors Date: July 14, 2008 From: BSC Group, Inc. 349 Main Street, Unit D CERTIFIED MAIL RETURN RECEIPT REQUESTED Route 28 West Yarmouth, MA 02673 Re: 59 Nyes Point Road, Centerville, MA Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action on an application for variances from the Regulations of the Mass. Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, as follows: Title 5 15.212: To allow 4' separation to groundwater in lieu of 5'. 15.211: To allow the septic tank to be 19.6' from the vegetated wetlands in lieu of 25'. 15.211: To allow pump chamber to be 15' from the vegetated wetlands in lieu of 25'. 15.211: To allow the leaching field to be 25' from the wetlands in lieu of 50'. 15.211: To allow the toe of slope to be 4.0' from property line in lieu of 5' (retaining wall with liner). 15.104: To allow a sieve analysis to be performed in lieu of a percolation test. 15.203: To allow a two-bedroom deed restriction to be recorded at the Barnstable Registry. 15.211: To allow a leaching field to be 73' and 89' to a well in lieu of 100'. Town of Barnstable To allow the leaching area to be 25' from vegetated wetland in lieu of 100'. To allow the pump chamber to be 15' from vegetated wetland in lieu of 100'. To allow the septic tank to be 19.6' from vegetated wetland in lieu of 100'. To allow the leaching area to be 73, 89, and 102' from a well in lieu of 150'. Said hearing will be held in.the 2"' floor hearing room at the 367 Main Street Town Hall Building on August 12, 2008 at 3:00 p.m. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. Sincerely, Brian G. Yerg ian, P.E. Associate Project Engineer C: Barnstable Health Department P:\prj\4920800\BoH\Letter—to—Abutters-071408.doc AbutterReport Page 1 of 1 Board of Health Abutter List for Map & ParCei(s): '233018' Direct abutters (no set distance) and,the properties located across the street. Total Count: 4 Close Map & Parcel Ownerl 0wner2 Addressl Address 2 Mailing CityStateZip GINGERICH, THE WILLIAM W CUMMAQUID, 233017 WILLIAM W TR GINGERICH 2O05 P O BOX 508 MA 02637 TRUST 233018 HOLMQUIST, MARK HOLMQUIST FAMILY 295 HOLLY POINT CENTERVILLE, HAYES TR TRUST RD MA 02632 233019 ROSENGREN, CENTERVILLE, FREDERICK V P O BOX 6 MA 02632 233020 CORDEIRO, SCOTT 27 NYES POINT CENTERVILLE, C&DIAHANN M WAY MA 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 5/12/2008. http://www,.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 5/12/2008 FROM :down cape engineering inc FAX NO. :150636298BO Jul. 11 200B 01:05PM P2 down'cape engMeedng, Inc. SIEVE SOILS ANALYSIS_59 Nyes Point Way Cent.xlsx i DATE OF REPORT: 7/11/08 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 59 NYES POINT WAY, CENTERVILLE, MA LOCATION: BSC GROUP TH SIEVE ANALYSIS Weight Sample(Grams): 522.2 SIZE ;WEIGHT RETAINED ; % RETAINED ; % PASSED (sum ' 1" 0.0; 0.0%; 100.0% .----------.---------------------- ------..-_-------- -----------....-- 3/4° ....-- "�..................... 4.OL---------- 0.0%;,-------- 104.0% ___ __ 100,0/o 3/8" 0.01 0.0%: - - 100.Ho ........................... --r..........................Y-------------_--°-77"'..-....._.w0% #4 0-- 0.0%, 100.0% #10"--------; ..:.............. .120.5 23,1%' -- -- 76,9% --------..----.... .. -------------- - -- #20 ....241,0: 46.2%; 53.80 ------------------ #40 3730' 71,4%: 28.60 #50"-------7......... . - ....4T......--•----81.0%� 9.0% ......... .1 #80......._=.....------•-----...466*9 ----------88.4% ...........10.6% -- ............. #100 477.0 _ 91,3%1 8.7% #200---•_• t•,- • - ---•---••_498.9A---------95r6%y------------4.5JSAMPLE .......................6Tf.f;7 PAN: -522.2¢- 10070%0 t- -0.0 . NOTE; TEST ON PASSING#4 ONLY, 38% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRANULAR, SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) 05010%-100% #100 0%-20% #200 0%-6% N OF REQUIREMENT FOR"FILL"IN TITLE 6. <6%PASSING#200 SIEVE ,�� DAANIEL y RESULTS; PERMEABLE MATERIAL-CLASS 1<5 MINJIN. MATERIAL, WALA ° No.40980 NONCOMPACTED ( . o� SOIL DESCRIPTION: MED SAND W/GRAVEI.&SILT �1ZE�OI Sqn ( 's � 3UR � DANIi L OJALA CIVIL No.46602 �sS/UNAL F-a MM ALTH 0 SSA USETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE s 20 RIVERSIDE DRIVE, LAKEVI 47 508-946-2700 MITT ROMNEY 9/7 Governor STEPHEN R.PRITCHARD fL> Secretary KERRY HEALEY ROBERT W. GOLLEDGE,Jr. Lieutenant Governor. �7 Commissioner December 7, 2005 William Gordon RE: BARNSTABLE "Subsurface Sewage tSZ� 60 Point of Pines Disposal Proposed Tight.Tank for 60 Centerville, Massachusetts 02632 Pomt of Piries;:Ceiiteiville 4 Transmittal No. W070397 _COY Dear Mr. Gordon: �6 The Southeast Regional Office of the Department of Environmental Protection has received and completed its review of the above referenced application for approval of a tight tank pursuant to Title 5 of the State Environmental Code, 310 CMR 15.260,to serve an existing three bedroom dwelling at the above-referenced address. Accompanying the application was a plan titled: "TITLE 5 SEWAGE DISPOSAL SYSTEM UPGRADE {� r.- FOR AN EXISTING 3 BEDROOM DWELLINGCD 60 POINT OF PINES, CENTERVILLE APPLICANT: WILLIAM GORDON ,I cz) SCALE: 1"=20' DATE: AUGUST 15, 2005 + DUNN MCKENZIE, INC. 206 DEDHAM STREETcc NORFOLK,MA 02056" r Based on its review of the application and accompanying plans, the Department recognizes that a sewer connection is not feasible and.that there is no other feasible alternative for the disposal of sanitary sewage in accordance with 310 CMR 15.000. The Department finds that the application and plans are in compliance with 310 CMR 15.000, and, accordingly, hereby approves your request pursuant to 310 CMR 15.260, Tight Tanks, subject to the following provisions. Failure to comply with these provisions may result in revocation of this approval. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep . Z�,f Printed on Recycled Paper 2 1. Prior to installation of the tight tank, the owner shall obtain a disposal system construction permit from the Barnstable Board of Health. 2. This approval is limited to existing use and any change of use will require a new approval. The tight tank shall not be used for new construction or for any increase in flow.The facility design flow is limited to 330 gallons per day_. 3. The owner shall allow representatives of the Department and the local Board of Health . access to inspect the facility during construction in order to assess compliance with the plans as approved by the Department. It is the applicant's responsibility to ensure that the approved plans are available at the site during construction. 4. No AW tank shall be utilized until the owner has submitted to= Board of Health written certification by a Massachusetts Registered Professional Engineer or Registered Sanitarian'that the tit tank has been constructed and installed in accordance with the approved plans. 5. The owner shall provide the Barnstable Board of Health with a copy of an executed two- year service contract with a septage hauler licensed to operate in that community, which identifies the disposal location(s) of the tit tank contents. Failure of the owner to properly maintain the thank and keep it from overflowing shall constitute grounds for , revocation of this approval. Within 30 days of a sewer becoming available to the facility, the owner shall connect the facility served by the 4ig4t tank to the sewer and shall abandon the-ftittank in accordance with 310 CMR 15.354. Prior to the issuance of a certificate of compliance, the owner shall record a deed restriction limiting the use of the dwelling to three bedrooms and shall submit to the at�bdr,Board of Health the book and page number and the date of such recording. 8. An operation and maintenance plan, acceptable to the local Board of Health, shall be implemented which requires monitoring of the system at a minimum frequency of once every three months during periods which the property is occupied to ensure proper operation and maintenance. 9. All notices and information required pursuant to this approval letter shall be sent to the Department at the following address: Department of Environmental Protection 20 Riverside Drive Lakeville, Massachusetts 02347 10 The owner shall submit to the Barnstable Board of Health copies of pumping records within 14 days of each pumping date. Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. 1� �, . 1 � 3 t � Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Sincerely, Gti Brian A. Dudley Bureau of Resource Protection D/CD/ cc: Thomas McKean Barnstable Public Health Division 200 Main Street Hyannis,Massachusetts 02601 John Pannentier Dunn McKenzie,Inc. 206 Dedham Street Norfolk,MA 02056 DEP Watershed Permitting Program, Title 5 Section,Boston P-12078 SEPTIC TANK DETAIL. REVISIONS SOIL TEST PIT DATA: 3 500 GALLON H-2o TEST PIT #]-_ TEST PIT -##2 (PHASE I) WATERPROOF AT FACTORY NO. DATE DESCRIPTION NOTES 1 9-•04--08 PER SITE WALK GIRD. EL. 35.90 GIRD. EL. 36.60 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 6. INLET AND OUTLET PIPES SHALL BE INSTALLED AT THE BOTTOM OF GW. EL. 34.80 GW. EL. 34.80 2. SEPTIC TANK SHALL WITHSTAND H-20 LOADING. THE B" KNOOK-OUTS ON THE TANK. 2 9-10-08 ADD HIGH ALARM P33.4 LOAMY SAND 10YR 3/1 � LOAMY SAND 10YR 3/1 7. POWER CABLES SHALL BE PLACED IN CONDUIT IN ACCORDANCE WITH EXACT DIAMETER HOLESSECTI ON A A INDICATES 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE LOCAL BUILDING AND WIRE CODES. SHOULD BE SHOP DRILLED WITH 7" DIA. CONTROL VALVE BOX AS N. 10" 10" WATERRIGHT.PERC. 8. A 1/4' WEEP HOLE SHALL BE DRILLED ABOVE THE 2" UNION. A DRILL PRESS TO ENSURE MANUFACTURED BY AMETEK PLYMOUTH TEST 4• FILL ALL UNUSED KNOCK-ours WITH MORTAR• N0T TO SCALESANDY LOAM 10YR 5/6 SANDY LOAM 10YR 5/6 9. PUMP AND ALARM SHALL BE RUN ON SEPARATE CIRCUITS. UNIFORMITY. REMOVE BURRS PRODUCTS DIVISION. PAT. #3858765 PVC GENERAL NOTES: 5. INL.ET AND OUTLET TEES SHALL BE CAST IRON, SCH. 40 PVC, OR PRIOR TO PLACING PIPE. OR APPROVED EQUALL. CAP NUT 1. THIS PLAN IS FOR DESIGN AND B CAST-IN-PLACE CONCRETE, AND SHALL BE CENTERED UNDER MANHOLE 10. HIGH ALARM FLOAT To BE INSTALLED AS PART OF PHASE 1.24" PERCHED INDICATES COVERS. ORIFICE SHIELDS AS TO BE BROUGHT TO CONSTRUCTION OF THE SEWAGE 30" EL 34.6 - UNSUITABLE RAISE MANHOLE 2O' MANHOLE COVERS MANUFACTURED BY ORENCO SYSTEMS INC. FINISHED GRADE DISPOSAL TIGHT TANK ONLY. BROUGHT TO FINISH ELEV 34.8 MATERIAL w/SEWER BRICK GRAB, 80# MIN. 2 MATERIALS�SHAL�NCON ORMSTONMASS. ( ) PEAT AND MORTAR FINISHED GRADE 2% MIN. OR APPROVED EQUAL C1 D.E.P TITLE 5 AND LOCAL BOARD 36" 1T-o" %//O_� // OF HEALTH REGULATIONS. 9" MIN. EL 33.6 INDICATES 16'-0" COVER 3. ALL PIPES LOCATED UNDER PAVEMENT Cl - 51" (ELEV 31.6) C2 V OBSERVED INV.-35.9 3. :.. ;,•.... » » J- . � OR TRAVELED WAY SHALL BE SCHEDULE f ALARM FLOAT 9. 2 2-6 5-0 5-0 40 OR EQUAL. GROUND WATER BOOT ALTERNATE PERFORATIONS SEE SYSTEM LAYOUT CLEANOUT te" BST 2" MIN. OF 1/8" TO 1/4" 4. ABUTTING WELL LOCATIONS AS DEPICTED 25%-30% 25%-30% r - - -I_T'- - -- - - -- 7 -)- OUTLET HEREON. GRAVEL GRAVEL INDICATES I I I I ME DOUBLE WASHED STONE 4'-6" 5'-O" „ 40' MIL (5) W _ _ TOP STONE ELEV. 39.6 2-1 45' BEND POLY LINER 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER ESTIMATED I - I I - I i"� TEE °aa • BOTTOM 34.5 TOP 39.5 MEDIUM SAND 10YR 6 6 MEDIUM SAND 10YR 6 6 -L - 4,-2" oa+oo o� o 00 0 00 0 00 0 00 0 ` 'r':i` 6. REPLACE ALL EXCAVATED MATERIAL WITH / / a I I o IMPERVIOUS MATERIAL. SEASONAL HIGH o o I uqulD , :.;::f,:- :'>: ; ❑ I I ;�, DEPTH o 0 0 o ALL AROUND 84" 84" GROUND WATER - - _ m � (MIN.) CLEAN GRANULAR SAND, FREE FROM ORGANIC 4• MADE : `'_;�`` MATERIAL AND DELETERIOUS SUBSTANCES. EL = 28.90 EL = 29.60 ��: BAFFLE '= p p p s - „ MIXTURES AND LAYERS OF DIFFERENT CLASSES DATE: 12" s-2 LEVEL ELE p L 1 5 PVC SCH RALS pp pp 4p 1/4" VENT HOLE PERFORATION TO OF SOIL SHALL NOT BE USED. THE FILL SHALL 1/16/08 SOIL EVALUATOR ** L J rrAN• F „.y :�' s' SET AT V. 39.3 1/4" PERF. (TYPO NOT CONTAIN ANY MATERIAL LARGER THAN SEE SIEVE ANALYSIS ATTACHED BE PLACED NEAR THE CROWN 0 TEST BY: CRAIG FIELD ( ) TWO INCHES. A SIEVE ANALYSIS USING A #4 THE BSC GROUP, INC. e" MIN/2/STONE _I _ 'O" - - _BA=P_IIC4114�1 DOUBLE WASHED STONE THE PIPE IN THE 45' BEND AT 'I� - T 90' ELBOW 6" OF 3/4' TO 1 1/2" 6 OF 3/4 TO 1 1/2 THE END OF EACH LATERAL. SIEVE, SHALL BE PERFORMED ON A SOIL CLASS. PLAN VIEW 2 PVC SCH 40 DOUBLE WASHED STONE BY WEIGHT OF THE FILL SAMPLE MAY BE REPRESENTATIVE SAMPLE OF FILL. UP TO 45 WITNESSED BY: NOT TO Sc�.E TO BE PLACED ADJACENT 1 HIGH GROUNDWATER COMPUTATION FORCE MAIN 2" SCH 40 PVC MANIFOLD PIPE TO 1 8" VENT HOLE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DONNA MIORANDI CROSS-SECTION VIEW / ALSO SHALL BE PERFORMED ON THE FRACTIO NOT M SCALE PITCH 0.005 V, BACK TO FORCE MAIN. „ AND BENEATH VALVE BOX OF FILL SAMPLE PASSING THE SIEVE, SUCF9 1/4 PERFORATION TO BE PLACED � PERC. RATE: L.T.A.R. ANALYS0 5' ON CENTER AT THE 6 O'CLOCK POSITION MATERIAS MUST L MEETS EACHNOFRATE THAT THE THE FOLLOWING <5** MIN./INCH 0.74 G.P.D./SQ.FT. USING HIGH WATER OF LAKE 34.8 SPECIFICATIONS: SEPTIC TANK BUOYANCY CALCULATION. 100% MUST PASS #4 SIEVE VARIANCES REQUESTED• c4.10 mm EFFECTIVE PARTICLE SIEVE SIZE) DEPTH OF TANK BELOW GROUNDWATER = 34.80'-30.23'=4.57' 10%-100% MUST PASS• (0.30 mm EFFECTIVE PARTICLE SIZE) BUOYANCE FORCE = (4.57') X 62.4 Ib/cf X 17'x7' = 3i3,935 LBS 0%-20% MUST PASS #100 SIEVE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION A (0.15 mm EFFECTIVE PARTICLE SIZE) 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE. TITLE 5 WEIGHT OF 3,500 GALLON H-20 TANK = 38,240 LBS 0%-5% MUST PASS #200 SIEVE WEIGHT OF SOIL = (1 X_17.0 X 7.0 ) X 85 lb/cf = 10,115 LBS „ 4'-0' 4'-0" (0.075 mm EFFECTIVE PARTICLE SIZE) TITLE 5: SECTION 15.212: TO ALLOW 4' SEPERAT'ION TO GROUNDWATER 38,240 LBS + 10,115 LBS 48,355 LBS > 33,935 LBS 12 MIN ,.-- 1'_9" 7. EXISTING UTILITIES WHERE SHOWN ORIFICE SHIELD IOS150CW 36" MAX IN THE DRAWINGS ARE APPROXIMATE. IN LIEU OF 5'. 1.5"DIA. SCH-40 PVC LATERALS ORENCO SYSTEMS INC. COVER THE CONTRACTOR SHALL BE RESPON- PHONE 1-800-348-9843 SIBLE FOR PROPERLY LOCATING AND TITLE 5: SECTION 15.211 : TO ALLOW THE SEPTIC TANK TO BE 14.4' FROM THE OR EQUAL COORDINATING THE PROPOSED CON- 0 00 0 o STRUC110N ACTIVITY WITH DIGSAFE VEGETATED WETLANDS IN LIEU OF 25' INVERT ELEVATIONS: \T6' oo1 �� �°�� �� �� AND THE APPLICABLE UTILITY- COMPANY p AND MAINTAINING THE TITLE 5: SECTION 15.211 TO ALLOW THE LEACHING FIELD TO BE 25' FROM TOP OF FOUNDATION 38.20 A p p EXISTING UTILITY SYSTEM IN SERVICE. pp pp�' 1.5" PVC SCH 40 p pp DIG-SAFE SHALL BE NOTIFIED PER THE WETLANDS IN LIEU OF 50' 4" INVERT AT BUILDING 36.10 6 ppLATERALS. (TYP) pp pp THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 TITLE 5: SECTION 15.211 TO ALLOW TOE OF SLOPE TO BE 4.0 FROM PROPERT 4 INVERT AT SEPTIC TANK (IN) 35.90 C SNAP-ON OF 3 4' TO 1` 1 2" ORIFICE SHIELDS AS AT TEL. 1-888-344-7233. THE LINE IN LIEU OF 5" (RETAINING WALL WITH LINER) 4" INVERT AT SEPTIC TANK (OUT) 35.65 D SHIELD DOUBLE WASHED STONE BY ORENCO SYSTEMS INC. ENGINEER DOES NOT GUARANTEE OR APPROVED EQUAL THEIR ACCURACY OR THAT ALL TITLE 5: SECTION 15.104 TO ALLOW A SIEVE ANALYSIS TO BE PERFORMED DRAINAGE SLOTS 1/4" PERFORATION TO BE PLACED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND IN LIEU OF A PERCOLATION TEST. 0 5' ON CENTER AT THE 6 O'CLOCK POSITION ELEVATIONS OF UNDERGROUND UTILITIES INVERTS AT LEACHING FACILITY: TAKEN FROM RECORD PLANS. THE TITLE 5: SECTION 15.203 TO ALLOW A TWO BEDROOM DEED RESTRICTION TO CONTRACTOR SHALL VERIFY SIZE, 1-1/2" INVERT AT BEGINNING ORIFICE SHIELD DETAIL SECTION - B LOCATION AND INVERTS OF UTILITIES BE RECORDED AT THE BARNSTABLE REGISTRY OF LEACHING FIELD 39.30 G BREAKOUT 39.80 AND STRUCTURES AS REQUIRED PRIOR OF DEEDS AS THIS IS A TWO BEDROOM DESIGN. ,� NOT TO SCALE NOT TO SCALE TO THE START OF CONSTRUCTION. 1-1/2 INVERT AT END TITLE 5: SECTION 15.211 TO ALLOW A LEACHIN, G FIELD TO BE 73' & 89' TO A OF LEACHING FIELD 39.30 H 8. THIS SYSTEM IS NOT DESIGNED FOR 7 THE USE OF A GARBAGE GRINDER. WELL IN LIEU OF 1 00 BOTTOM OF LEACHING FIELD 38.80 J 1 0 . Q T. , .h� ' 6 A GARBAGE GRINDER IS NOT _ RECGRLMENDEr:.^°.: TO fOG""eZED 34.80 K..,. ., �__:. ..... ;,. , _._. . ._ ADJUSTED GROUNDWATER - ADVERSE IMPACTS TO THE LEACHING _..... c FACILITY. 'TOWN OF BARNSTABLE: TO ALLOW THE LEACHING AREA TO BE 25' FROM' OBSERVED LAKE ELEVATION 33.60 P R L� S S U R E DOSE P _ '' �AI' L S ECI FI CATI ON S ,� , 4o, s '- 9. EXITING INVERTS ARE- TO BE CHECKED BY VEGETATED WETLAND IN LIEU OF 100 . �''�- a V ER 11 THE CONTRACTOR PRIOR TO CONSTRUCTION. „ �� J JI A j CONFIRM LOCATION & NUMBER OF INVERTS, TO ALLOW THE SEPTIC TANK TO BE 14.4' FROM PERFORATION SIZE: 1/4 DIAMETER L �"` �` 0. THE ENGINEER IS TO BE NOTIFIED OF VEGETATED WETLAND IN LIEU OF 100'. PERFORATION SPACING 5' o.c. _ LATERAL DIAMETER 1 5" x 21.5' LONG - -�� ND ANY FIELD CHANGES THAT MAY BE MANIFOLD DIAMETER 2 -..� �. REQUIRED. TO ALLOW THE LEACHING AREA TO BE 73, 89' & 102' PERFORATIONS ON ADJACENT LATERALS I �- FROM AWELL IN LIEU OF 150' DESIGN CRITERIA: TO BE STAGGERED TOTAL # = 18 PERFORATIONS (2) LATERALS W/5 PERFORATIONS EACH `�- DESIGN FLOW: (2) LATERALS W/4 PERFORATIONS C• 0 NOTE: THE SEPTIC SYSTEM SHOWN HEREIN IS GOING TO BE CONSTRUCTED IN 2 BEDROOMS AT 110 G.P.B./D 220 G.P.D. PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME PHASES. PHASE .�.�° 1 CONSISTS OF REMOVING THE EXISTING CESSPOOL, REQUIRED SEPTIC TANK. PUMP � 349 Main Street, (RT. 28) Unit D INSTALLING THE 3,500 GAL. SEPTIC TANK, AND CONNECTING THE BUILDING 220 X 200% = 5 0 GAL 1. 'DETERMINE VOLUME OF EFFLUENT TO BE C• W. Yarmouth Massachusetts SEWER TO THE NEW TANK. PHASE II IS THE REMAINDER OF THE SYSTEM. SEPTIC TANK PROVIDED: = 1500 GAL. PUMPED TO WASTEFLOW DRIPLINES $ �� �. 02673 DAILY FLOW = 220 GALLONS �� 5087788919 A SITE VISIT WAS HELD BETWEEN DEP, BARNSTABLE BOH, BSC GROUP, & SIZE OF LEACHING FACILITY REQUIRED: I O-� � I DOSING REQUIREMENT = 7.5 X (VOL. OF LATERAL NETWORK) OWNER ON 9/3/2008. AN AGREEMENT WAS REACHED TO ALLOW PHASE 1 DESIGN PERC. RATE: <2 MIN./ INCH DOSING VOLUME = 7.5 X (7.9 GAL) = 59.2 GAL/DOSE ` PROJECT TITLE: LONG TERM APPL. RATE 0,74 G.P.D DRAIN BACK VOLUME: � -� A CONSTRUCTION AT THIS TIME. IT WAS ALSO DISCUSSED THAT PHASE II /S•F• 8 FT X '2" PVC FORCEMAIN + 12 FT X 2" PVC MANIFOLD = 3.3 GAL C.PUMPING VOLUME DOSING VOLUME + DRAIN BACK VOLUME �� 0• DESIGN FOR WOULD NOT NEED TO BE INSTALLED FOR 3 `YEARS, AND DEPENDING ON THE SIZE OF LEACHING FACILITY PROVIDED: PUMPING VOLUME = 59.2 GAL + 3.3 GAL = 62.5 GAL �- AVAILABILITY OF THE MUNICIPAL SEWER SYSTEM AT THAT TIME, A FUTURE 20 -e- SEWAGE DISPOSAL 220 .GPD = 0,74 SF/GPD = 298 S.F. 2. DISCHARGE RATE L 1 �,. �-' EXTENSION OF THIS PERMIT MAY BE REQUIRED FOR THE PHASE II WORK. � '2 �'"'C�_ 23 GPM ® 11.0 FT OF HEAD I �� A HIGH ALARM FLOAT TO BE INSTALLED AS PART OF PHASE 1 . USE LEACHING FIELD 3. PUMP n ' �- C. SYSTEM REPAIR USE MYERS SRM4 PUMP OR APPROVED EQUIVALENT r J BOTTOM = 15' x 20' = 300 S.F WITH .VERTICAL FLOAT SWITCH ) L � L IIv E #59 PUMP CHAMBER DETAIL: SECOND COMPARTMENT OF 300 S.F X 0,74 SF/GPD = 221 GPD ALL 3,500 GALLON SEPTIC TANK ��```�-..._AROUNT) NYES POINT W NOT TO SCALE (PHASE II) � AY DOSING CALCULATIONS: PROFILE' NOT TO SCAL'�E: SCALE 1 = 4- CENTERVILLE DESIGN FLOW TO CHAMBER = 220 GPD 2' HIGH WALL REQ'D EMERGENCY STORAGE = 220 GAL - EMERGENCY STORAGE PROV'D = 1,044 GAL VERSA-Loc OR EQUAL MASSACHUSETTS FINISH GRADE OBSERVATION PORT 40 MIL (5') POLY LINER NUMBER OF DOSING CYCLES = 3 PER DAY WITH PIN LOCKS. SET TOP 40.0 BOTTOM 34.5 DEPTH PER CYCLE = 3 INCHES MANHOLE COVERS AS REQUIRED " EL 40.5 MIN. EL.=40.6 ALL AROUND 39.0 S.F. X 0.25' X 7.48 GAL CF = 72.9 GAL/DOSE ON 6 APPROVED STONE \ / = 11 FEET (BRING TO FINISH GRADE) CAP STONE \ ///�� /�� ///�� /�� //j�� /�� EL 40.5 DESIGN TDH A DESIGN GPM = 23 GPM „ ///� /o/ ///\ /�/l/�,� ///. JL3 ///l_� //✓_ EL 38.3 I0Fl OF WASHED STONE 19.2 1-1 2 PVCVINOFv4S2" PVC FORCEMAIN / ///�� //�� /��//��� EL 37.60INV.=35.65 `� LEACHING FIELD ••• � BRIANc. PREPARED FOR: PHASE 1 ALARM ELEV 35.65 SECURE CHAIN TO WA 4 SCH. 40 PVC _ FORCE MAIN I=G _ .. � YE CIVILIAN y ' MARK HOLMQUIST EMER. „ w 1/4' WEEP HOLE I=6 I=C HIGH ALARM 2» ' ' Uff3 9 No.as2o6 PVC 9 o Q 295 HOLLY POINT ROAD STOR. 43 0° (PHASE I) I=D :. BaT- EL€V:=J': _ o� a►sTE ��� 9-10 D CENTERVILLE, MA 02632 s� 508-771-0651 ALARM ELEV. 32.31 o a 2" UNION NEOPRENE NEOPRENE •:. 4` SEPARA•TIbN..: . ..•.• S ONAL E G „ o PROPOSED 4 BOOT BOOT - PUMP ON EL. 31.81 g w w CHECK VALVE BAND STAINLESS �. (PHASE I) (PHASE II) SAND FILL, SEE 6" STONE BASE ADJUSTED (NGVD) DATE: JULY 2, 2008 5'-8' s_ °' o o STEEL CONNECTOR `� NOTES 5 & 6 3" o LEVER CONTROCURY 0 Li FLOAT GROUNDWATER = K COMP. DESIGN: K. HEATY PUMP OFF EL. 31.56 - wBACKFLOW PHASE II TOWN OF BARNSTABLE REGULATIONS CHECK: M. DIBB 10 a cn ?_ SCH. 80 PVC PREVENTOR REQUIRE ENGINEER TO CERTIFY SYSTEM, THREADED PIPE DRAWN: P. HAGIST CONTRACTOR TO GIVE 48-HOUR NOTICE 3,500 GALLON FIELD: D. GAZZOLO / J. McCARTIN 2-COMPARTMENT H-20 (PHASE II) TO ENGINEER FOR EXCAVATION INSPECTION MYERS SRM4, 0.4 HP FILE NO. 9208-SEP.DWG SEWAGE PUMP NOTE: SEPTIC TANK/PUMP CHAMBER AND FINAL SYSTEM INSPECTIONS OR APPROVED EQUAL SEPTIC TANK SHALL HAVE NEOPRENE BOOTS (PHASE 1) DWG NO. 5793-01 INSTALLED AT BOTH THE INLET AND OUTLET. JOB N0. 4-9208.00 SHEET 2 OF 2 NO SCALE REVISIONS LOCUS PLAN. NO. DATE DESCRIPTION WELL 1 9-04-08 PER SITE WALK 2 9-10-08 ADD HIGH ALARM N GENERAL NOTES: � 1. THIS PLAN IS FOR DESIGN AND%p'� PINES AVE CONSTRUCTION OF THE WAGE DISPOSAL TIGHT ONLY. �c� PLEA 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. \ D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. \ \ QQZNC 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. ABUTTING WELL LOCATIONS AS DEPICTED r9 �! tiFC� HEREON. 5. WITHIN LIMIT OF EXCAVATION REMOVE L❑GLIB ALL TOPSOIL, SUBSOIL AND OTHER \ \ c I✓£QCIQAQUET IMPERVIOUS MATERIAL. LAKE B£ARS£S POND 6. REPLACE ALL EXCAVATED MATERIAL WITH \ d CLEAN GRANULAR SAND, FREE FROM ORGANIC \ rn MATERIAL AND DELETERIOUS SUBSTANCES. N MIXTURES AND LAYERS OF DIFFERENT CLASSES N/F \ -� OF SOIL SHALL NOT BE USED. THE FILL SHALL FREDERICK ROSENGREN \ f NOT CONTAIN ANY MATERIAL LARGER THAN ASSESSORS MAP 233 _ 35 TWO INCHES. A SIEVE ANALYSIS, USING A #4 PARCEL 19 `�` ��-^Y I SIEVE, SHALL BE PERFORMED ON A N80 32'00"W UP TO 46.31, BYP WEIGHT�OF THEAFILLESAMPLELMAY BE 45 RETAI SIEVE. SIEVE ANALYSES BVW#104 \ ~ L O v v S I � `� F O `�' ' `" TI O N ALSO NS AU_ BE PEOIN THE RFORM D ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH / \ ANALYSES MUST DEMONSTRATE THAT THE MARSH �-/ CURRENT OWNER: HOLMQUIST FAMILY TRUST MATERIAL MEETS EACH OF THE FOLLOWING MARK HAYES HOLMQUIST, TRUSTEE SPECIFICATIONS: 1007. MUST PASS #4 SIEVE ? BVW#100 i ITLE REFERENCE: BOOK 21827, PAGE 191 (4.75 rmm EFFECTIVE PARTICLE SIZE) 107-10OX MUST PASS #50 SIEVE PLAN REFERENCE: BOOK 132, PAGE 147 (0.30 rmm EFFECTIVE PARTICLE SIZE) � BVW#103 I O%-20% IMUST PASS #100 SIEVE i ED ASSESSORS MAP: 233 07 5% US EFFECTIVE PARTICLE SIZE) / MUST PASS #200 SIEVE o �E,F &VW BVW#102 PARCEL: 18 (0.075 mm EFFECTIVE PARTICLE SIZE) WELL AS ti 7. EXISTING UTILITIES WHERE SHOWN PER OWNER o ? �L \a CB/DH ZONING DISTRICT: RD-1 IN THE DRAWINGS ARE APPROXIMATE. r*i �,� V' FND AND HELD SETBACKS: FRONT 30 THE CONTRACTOR SHALL BE RESPON- BVW#101 / SIDE 10' BIBLE FOR PROPERLY LOCATING AND REAR 10' COORDINATING THE PROPOSED CON- 0 ` STRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE U TP#2 I / MINIMUM LOT SIZE: 87,120 S.F. COMPANY AND MAINTA NIING THE a cn O EXISTING UTILITY SYSTEM IN SERVICE. d 0 EX+STING LOT AREA: 8,388fS.F. DIG-SAFE SHALL BE NOTIFIED PER 1p , - _ N �,; S / OVERLAY DISTRICT. GP THE STATE OF MASSACHUSETTS AgUrr� rO D� GRAVEL DRIVEWAY t� v� �J / STATUTE CHAPTER 82, SECTION 409 EXISTING �'�;;,,,� NITROGEN SENSITIVE AT TEL. 1-888-344-7233. THE HOUSE #130 r- cur OF_wq tih�S �, / ZONE: ZONE II m � ENGINEER DOES NOT GUARANTEE v' 10.0s�1 TOP 37 ��� / THEIR ACCURACY OR THAT ALL OF wqL '� o FEMA FLOOD 1 -T B L 405 ?� / UTILITIES AND SUBSURFACE STRUCTURES OVERDI AL -- ZONE DISTRICT: ZONE B / PANEL 250001 0005 C ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES r? -�= DATED 8/19/85 TAKEN FROM RECORD PLANS. THE TP#1 "'�.�. CONTRACTOR SHALL VERIFY SIZE, * PROPOSED OBS (�O 2' - 3' HIGH �, LOCATION AND INVERTS OF UTILITIES RETAINING WALL A `- - ----... ll�'♦��� AND STRUCTURES AS REQUIRED PRIOR � 0� i IN. TO THE START OF CONSTRUCTION. C' FND OFF 0.8f3' W 8. THIS SYSTEM IS NOT DESIGNED FOR PROPOSED` H=20 v! CESSPOOL '� ' O THE USE OF A GARBAGE GRINDER. 3,500 GALLON •.. O• '� ,-. eC A GARBA! F GRINDER IS NOT SEPTIC TANK & � `, 20 N/F � ,,___....__._.�.�_r _ _ RECOMMENDED DUE."T0.RECOGNIZED PUMP CHAMBER -- �AM GINGERICH p C. BENCH'MARKi WILLI ~c1 n � a PLAN ADVERSE IMPACTS TO THE LEACHINGT❑P OF CONCRETE BOUND ASSESSORS MAP 233 2 ALL FLOOR _. ELEV.=36.46 PARCEL 17 M, FACILITY. AR ND �4 9. EXITING INVERTS ARE TO BE CHECKED BY N/F PROPOSED PR❑P❑SED H-20 � ..-�'' O THE CONTRACTOR PRIOR TO CONSTRUCTION. SCOTT CODEIR❑ ELECTRICIAL O `� CONFIRM LOCATION & NUMBER OF INVERTS. ASSESSORS MAP 233 CONTROLS 1500 GALLON PARCEL 20 O SEPTIC TANK 0ENGINEER ANY FIELDCHANGES THAT TIFIED OF MAY B REQUIRED. a• PROPOSED P �• CONNECTOR o 89 BVW#9 C" ,O8 --' q$ 0 ' r F �, . UrrERs ,a( ��P _ -•-----_ .._..,,�,.- Ell ` � �I�` � '''-°: � �� BVW#8 19.9' CESS POOL WELL ~� -`- "` _ �" 349 Main Street, (RT. 28) Unit D BED W. Yai'i1110Uth Massachusetts EXISTING SEPTIC COMPONENTS -•�.... d � 0 ` #1 TO BE PUMPED, CRUSHED & o BVW KITCHEN 02673 REMOVED FROM SITE IN �. ACCORDANCE WITH TITLE 5 508 778 8919 Jo BACK LOW ONE STORY 1+ 'PREVENtTOR WOOD FRAME HOUSE ti, ` �� o PROJECT TITLE: G� ❑F BED =39 LIVING ROOM c 0 �' �N� EXISTING F DESIGN FOR HOUSE #59 #2 SEWAGE DISPOSAL ` n 24.3' SYSTEM REPAIR PORCH BVw#6 00P `� #59 NYES POINT WAY WOOD 'RyECK CENTERVILLE`` ' • � BVW#S M A'SSACH U SETTS WELL BVW#1 . BVW#4 IB#D 0^00 HOLMQUIST FAMILY TRUST v ASSESSORS MAP 233 1 BLAND PARCEL 18 OF 8,388tS.F, Fp�F � IB#C w - PREPARED FOR: � R �i3� . \ pVW#2 OF a MARK HOLMQUIST %� ' � — — � _,N R4 295 HOLLY POINT ROAD BVW#3 �. 02632 BRA G. �LDA C NTERVILL MA • v YERGATIA14 " 508-771-0651 TOWN OF BARNSTABLE REGULATIONS #A " No.46206crvlL go.38aM BEA REES POND IB#B 9 . C DATE. JULY 2, 2008 REQUIRE ENGINEER TO CERTIFY SYSTEM, �� �� ,-_._-- _" :- . _ 1 �� ,NA�E�G COMP. DESIGN: K. HEALY CONTRACTOR TO GIVE 48—HOUR NOTICE , ��,�,.,.0 CHECK: M. DIBB TO ENGINEER FOR EXCAVATION INSPECTION AND FINAL SYSTEM INS PECTIONS � DRAWN: P. HAGIST FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 9208-SEP.DWG DWG NO. 5793-01 JOB NO. 4-9208.00 SHEET 1 OF 2 ----------- - - REVISIONS - LOCUS FLAN : NO SCALE NO. DATE DESCRIPTION WELL N GENERAL NOTES: ti�� AVE 1. THIS PLAN IS FOR DESIGN AND ti NT 9IN�S CONSTRUCTION OF THE SEWAGE Fc PLEASA DISPOSAL TIGHT TANK ONLY. 2 MATERIALS�SHALL N METHODS N CONFORMTOMASS. \ D.Il TITLE 5 AND LOCAL BOARD P� OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT r1 S �C OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. ABUTTING WELL LOCATIONS AS DEPICTED \ "r ri HEREON. vi Zc \ \ WEQLIQAQUET l LOCUS o BEARSES\ LAKE\ POND 5. WITHIN LIMIT OF EXCAVATION REMOVE d ALL TOPSOIL, SUBSOIL AND OTHER m IMPERVIOUS MATERIAL. N/F \ N 6. REPLACE ALL EXCAVATED MATERIAL WITH FREDERICK R❑SENGREN \ "{ CLEAN GRANULAR SAND, FREE FROM ORGANIC ASSESSORS MAP 233 . MATERIAL AND DELETERIOUS SUBSTANCES. PARCEL 19 - , MIXTURES AND LAYERS OF DIFFERENT CLASSES N80'3 - OF' SOIL SHALL NOT BE USED. THE FILL SHALL 2 W 46.31' o \ NOT CONTAIN ANY MATERIAL LARGER THAN BVW#104 / > LOCUS INFORMATION TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ON A '., RE:\ PRESENTATIVE SAMPLE OF FILL. UP TO 45%BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES \ MARSH o_\ CURRENT OWNER: HOLMQUIST FAMILY TRUST ALSO SHALL BE PERFORMED ON THE FRACTION MARK HAYES HOLMQUIST, TRUSTEE OF, FILL SAMPLE PASSING THE #4 SIEVE, SUCH BVW#100 ANIALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING TITLE REFERENCE: BOOK 21827, PAGE 191 SPECIFICATIONS: 1100% MUST PASS #4 SIEVE \ BVW#103 PLAN REFERENCE: BOOK 132, PAGE 147 (4.75 mm EFFECTIVE PARTICLE SIZE) 107--100%'MUST PASS #50 SIEVE 0 o EOGE Q,F BVW#102 � / ASSESSORS MAP: 233 0%(0.30 mm EFFECTIVE PARTICLE SIZE) WELL AS20% MUST PASS #100 SIEVE PER OWNER ---_ .- .nLL . �t PARCEL: 18 (0.15 mm EFFECTIVE PARTICLE SIZE) w'''t _ \a AND HELD 0%-5% MUST PASS #200 SIEVE B ZONING DISTRICT: RD-1 (0.075 mm EFFECTIVE PARTICLE SIZE) Fill BVW#101 / SETBACKS: FRONT 30 7 EN ISTING UTILITIES WHERE SHOWN THE DRAWINGS ARE APPROXIMATE. SIDE 10� THE CONTRACTOR SHALL BE RESPOII — _ REAR 10 o SIBLE FOR PROPERLY LOCATING AND Till I COORDINATING THE PROPOSED CON- !� 0) No O MINIMUM LOT SIZE: 87,120 S.F. STRUCTION ACTIVITY WITH DIG-SAFE O 2 a' EXISTING LOT AREA: 8,388±S.F. AND THE APPLICABLE UTILITY AB 102, TO >� N w COMPANY AND MAINTAINING THE OVERLAY DISTRICT: GP EXISTING UTILITY SYSTEM IN SERVICE. UTTeR t GRAVEL DRIVEWAY OVERLAY DIG-SAFE SHALL BE NOTIFIED PER EXISTING S I✓eLC } TpM g2 `� / NITROGEN SENSITIVE THE STATE OF MASSACHUSETTS HOUSE #130 ZONE: ZONE II STATUTE CHAPTER 82, SECTION TOP O 37, ��� AT TEL. 1-888-344-7233. THE 409 B WALL 4p,5" '•-., `- P FEMA FLOOD S, ENGINEER DOES NOT GUARANTEE 10.0 "�`•-.� OVERDIG� �_ . ZONE DISTRICT: ZONE "B" THEIR ACCURACY OR THAT ALL PROPOSED r? .,_� D - - PANEL #250001 0005 C UTILITIES AND SUBSURFACE STRUCTURES 2' - 3,0' HIGH DATED 8/19/85 ARE SHOWN. LOCATIONS AND { �.�� RETAINING WALL ` { •..TP#1 "`*10__ t ELEVATIONS OF UNDERGROUND UTILITIES o �.. _ ❑BS Ot a TAKEN FROM RECORD PLANS. THE f a A { { CONTRACTOR SHALL VERIFY SIZE, �� LOCATION AND INVERTS OF UTILITIES �� C. 0 / AND STRUCTURES AS REQUIRED PRIOR rNi { •..�� 9-,,. v, { {- - f COFF TO THE START OF CONSTRUCTION. d cn ��., /-� . .� 12.'1' Fill OFF 0.88' .` W _ �. _ CESS PO❑L n�u G1 20. '� v `, N/F 8. THIS SYSTEM IS N0� DESIGNED FoR 1000 AL H-20 rr _ / 2 C. BENCH MARKS WILLIAM GINGERICH N THE USE OF A GARBAGE GRINDER. L._ F- w 1000 GALLON m dLY >, TOP OF CONCRETE BOUND ASSESSORS MAP 233 cl A GARBAGE GRINDER IS NOT PUMP CHAMBER `� LINe� ALL ;,* ELEV.=36.46 PARCEL 17 ^ FLOOR PLAN RECOMMENDED DUE TO RECOGNIZED AR ND ADVERSE IMPACTS TO THE LEACHING FACILITY. SCOTTNCODEIR❑ PROPOSED O `�PR❑P❑SED H-20 W 9. EXITING INVERTS ARE TO BE CHECKED BY ASSESSORS MAP 233 ELECTRICIAL 0 S 1500 GALLON THE CONTRACTOR PRIOR TO CONSTRUCTION. PARCEL 20 CONTROLS �� SEPTIC TANK CONFIRM LOCATION & NUMBER OF INVERTS. PROPOSED 0. THE ENGINEER IS TO BE NOTIFIED OF CONNECTOR—_ 6. _- ANY FIELD CHANGES THAT MAY BE o BV #W 9 >' ICI* 10 8 89 REQUIRED. \ STOOP AgUTreRS w�- L No Ti BVW#8 19.9' CESS POOL WELL w 349 Main Street, (RT. 28) Unit D m BED vw�7 � W. Yarmouth Massachusetts B #1 EXISTING SEPTIC COMPONENTS ' KITCHEN 02673 TO BE PUMPED, CRUSHED & o i 508 778 8919 REMOVED FROM SITE IN `0 I+ { U, ACCORDANCE WITH TITLE 5. ONE STORY 1:5' { WOOD FRAME HOUSE ;, > #59 PROJECT TITLE: c. TOF=38.2 FF=39.0 EXISTING - ' a HOUSE #59 BED DESIGN FOR LIVING R❑OM #2 SEWAGE DISPOSAL { � t 24.3' SYSTEM REPAIR • PORCH • BVW#6 TOOP • #59 NYES POINT WAY \ BVW#5 WOOD bEC'K CENTERVILLE ti, ��....,_ __._.__ _____ _�_ .__� _ • , F of M ASS ACH U SE TT S A� •� WELL • . ; �VW#4 BVW#1 IB#D HOLMQUIST FAMILY TRUST01 �' f �IANC v ASSE PARCEL SSORS M18 AP 233 Q4NK ` IB#C 8,388±S.F, i``•.....t n of w\R _ M PREPARED FOR: _ _ �Bvw#2 �jH OFM MARK HOLMQUIST • , `� BVW#3 �p'I gIr OF w �oa 295 HOLLY POINT ROAD e�W G. c CENTERVILLE, MA 02632 Nf. TOWN OF BARNSTABLE REGULATIONS ' • �` f A so Ful 508-771 0651 BEA REES POND I�#A 4 9 F� w � REQUIRE ENGINEER TO CERTIFY SYSTEM, 46 D/STEP �Q s DATE: JULY 2, 2008 CONTRACTOR TO GIVE 48-HOUR NOTICE �`-' ' ' �ss'oroALENG` COMP. DESIGN: K. HEALY TO ENGINEER FOR EXCAVATION INSPECTION - CHECK: M. DIBB AND FINAL SYSTEM INSPECTIONS -� DRAWN: P. HAGIST /2-/08 FIELD: D. GAZZOLO / J. McCARTIN FIILE NO. 9208-SEP.DWG DWG NO. 5793-01 JOB NO. 4-9208.00 SHEET 1 OF 2 REVISIONS SOIL TEST PIT DATA: P-12078 SEPTIC TANK DETAIL: 1 ,500 GALLON H-20 NO. DATE DESCRIPTION TEST PIT _#1 TEST PIT __#2_ WATERPROOF AT FACTORY _ GIRD. EL. 35.90 GIRD. EL. 36.60 NOTES: 1 SHALL BE GW. EL. 34.80 GW. EL. 34.80 REINFORCED IK STEEL CONCRETE. LOAMY SAND 10YR 3/1 LOAMY SAND 10YR 3/1 2. SEPTIC TANK TO WITHSTAND H-20 LOADING EXACT DIAMETER HOLES SECTION A - A A A INDICATES SHOULD BE SHOP DRILLED WITH 7" DIA. CONTROL VALVE BOX AS 10" 10" 3. ALL PIPE CONNECTIONS AND CONCRETE PERC. CONSTRUCTION SHALL BE WATERTIGHT. A DRILL PRESS TO ENSURE NOT TO SCALE MANUFACTURED BY AMETEK PLYMOUTH TEST UNIFORMITY. REMOVE BURRS PRODUCTS DIVISION. PAT. #3858765 PVC GENERAL NOTES: SANDY LOAM 10YR 5/6 SANDY LOAM 10YR 5/6 4. FILL ALL UNUSED KNOCKOUTS WITH PRIOR TO PLACING PIPE. OR APPROVED EQUALL. CAP NUT 1. THIS PLAN IS FOR DESIGN AND MORTAR. TO BE BROUGHT TO CONSTRUCTION OF THE SEWAGE B B% �� INDICATES ORIFICE SHIELDS AS DISPOSAL TIGHT TANK ONLY. 24 PERCHED 5. INLET AND OUTLET TEES TO BE CAST IRON, MANUFACTURED BY ORENCO SYSTEMS INC. FINISHED GRADE 30" EL 34.6 - UNSUITABLE SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 2-24" DIA C.I. (80# MIN.) MANHOLE COVERS 2. ALL CONSTRUCTION METHODS AND EL 33.4 ELEV 34.8 MATERIAL TEES TO BE CENTERED UNDER MANHOLE COVER. BROUGHT TO FINISH GRADE FINISHED GRADE 2% MIN. OR APPROVED EQUAL MATERIALS SHALL CONFORM TO MASS. ( ) PEAT TEE TO BE UNDER D.E.P TITLE 5 AND LOCAL BOARD C1 M.H. OPENING t2"VERN 6„ OF HEALTH REGULATIONS. 36" RAISE M.HyW 4 4" 3. ALL PIPES LOCATED UNDER PAVEMENT EL 33.6 INDICATES 11•_p" SEWER BRICK t' OR TRAVELED WAY SHALL B SCHEDULE 51 (ELEV 31.6) V_ OBSERVED `''� 2' 2'-6" 5'-0" 5'-0" 40 OR EQUAL. Cl C2 GROUND WATER - 10'-0'• & MORTARgpp 12" } ALTERNATE PERFORATIONS SEE SYSTEM LAYOUT CLEANOUT 4. ABUTTING WELL LOCATIONS AS DEPICTED INV 35. NORMAL WATER LEVEL 2" MIN. OF 1/8" TO 1/4" _ _ _ HEREON. 25�-30% 25%-30% 3" 14„ "BOOT" DOUBLE WASHED STONE - 4-'-6 --�"'� �•-0 -�"` „ 40 MIL (5) 5. WITHIN LIMIT OF EXCAVATION REMOVE 2-1 45' BEND POLY LINER ALL TOPSOIL, SUBSOIL AND OTHER GRAVEL GRAVEL INDICATES PRECAST SEPTIC TANK �� 10" ZABEL I TOP STONE ELEV. 39.6 TOP 39.5 IMPERVIOUS MATERIAL. MEDIUM SAND 10YR 6/6 MEDIUM SAND 10YR 6/6 �- ESTIMATED INLET TEE FILTER 5'-0" 0 0 o O o 0 00000 d7 BOTTOM 34.5 .0 o0 o4ao o4k, 04�0 o°bo oho >,_..::�A. "- ;• ALL AROUND 6. REPLACE ALL EXCAVATED MATERIAL WITH SEASONAL HIGH _ - _ 0 00 00 00 00 00 84" $4" GROUND WATER _ - 5'-0" 4'-9" 4'-0" MIN. 990'B �: 6-0" r..•. - =«S:.I CLEAN GRANULAR SAND, FREE FROM ORGANIC �•i\ MATERIAL AND DELETERIOUS SUBSTANCES. EL = 28.90 EL = 29.60 - „ Z LIQUID DEPTH (GAS CONTROL) " b b b MIXTURES AND LAYERS OF DIFFERENT CLASSES 6'-2 r 1.5 PVC SCH 40 LATERALS b b b qp qp qp " OF SOIL SHALL NOT BE USED. THE FILL SHALL SET LEVEL AT ELEV. 39 3 " 1/4 VENT HOLE PERFORATION TO 1/4 PERF. (TYP) BE PLACED NEAR THE CROWN OF NOT CONTAIN ANY MATERIAL LARGER THAN 6 OF 3 THE PIPE IN THE 45' BEND AT TWO INCHES. A SIEVE ANALYSIS, USING A #4 DATE: r - /4" TO 1 1/2" SIEVE, SHALL BE PERFORMED ON A o ti ° ' 90' ELBOW 6 OF 3/4 TO 1 1/2 THE END OF EACH LATERAL. REPRESENTATIVE SAMPLE OF FILL. UP TO 45 1/16/08 SOIL EVALUATOR PLAN VIEW BOT. EL. 31.0 ° BOTTOM ON LEVEL STABLE BASE 6" 2" PVC SCH 40 DOUBLE WASHED STONE DOUBLE WASHED STONE BY WEIGHT OF THE FILL SAMPLE MAY BE CRAIG FIELD �� // ,/d ,/may/ �/ � TO BE PLACED ADJACENT RETAINED ON THE #4 SIEVE. SIEVE ANALYSES TEST BY: NOT TO SCALE 6" MIN. 3/4" To FORCE MAIN THE BSC GROUP, INC. HIGH GROUNDWATER COMPUTATION 1 1/2" STONE CROSS-SECTION VIEW f SCH 40 PVC MANIFOLD PIPE TO 1/8" VENT HOLE ALSO SHALL BE PERFORMED ON THE FRACTI(�ISOIL CLASS: TCH 0.005 ii BACK TO FORCE MAIN. AND BENEATH VALVE BOX OF FILL 'SAMPLE PASSING THE #4 SIEVE, SUM WITNESSED BY: 1 1/4' PERFORATION TO BE PLACED ANALYSES MUST DEMONSTRATE THAT THE DONNA MIORANDI ® 5' ON CENTER AT THE 6 O'CLOCK POSITION MATERIAL MEETS EACH OF THE FOLLOWING USING HIGH WATER OF LAKE 3_4.8____ PERC. RATE: L.T.A.R. - SEPTIC TANK BUOYANCY CALCULATION: SPECIFICATIONS: 0.74 G.P.D./SQ.FT. 100% MUST PASS #4 SIEVE ) (4.75 mm EFFECTIVE PARTICLE SIZE < MIN./INCH 10%-100% MUST PASS #50 SIEVE (SEE SIEVE ANALYSIS ATTACHED) DEPTH OF TANK BELOW GROUNDWATER = 3.8' (0.30 mm EFFECTIVE PARTICLE SIZE) BUOYANCE FORCE = (3.8') X 62.4 Ib/cf X 6.17x11 .O' = 16,093 LBS 0%- 15 MUST PASS #100 SIEVE REQUESTED: - 0%-57. MUST PASS #200 SIEVE VARIANCES WEIGHT OF 1500 GALLON H-20 TANK = 21,230 LBS AIL AIL (0.15 mm EFFECTIVE PARTICLE SIZE) (0.075 mm EFFECTIVE PARTICLE SIZE) WEIGHT OF SOIL = (1 X 6.17 X 11 .0 ) X 85 Ib/cf = 5,768 LBS 12" MIN 4.-0" ,.._ 4.-0" 1'-9" 7. EXISTING UTILITIES WHERE SHOWN COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION 21,230 LBS + 5,768 LBS = 26,998 LBS > 16,093 LBS ORIFICE SHIELD OS150CW 36" MAX IN THE DRAWINGS ARE APPROXIMATE. 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE, TITLE 5 1.5"DIA. SCH-40 PVC LATERALS ORENCO SYSTEMS INC. COVER THE CONTRACTOR SHALL BE RESPON- PHONE 1-800-348-9843 SIBLE FOR PROPERLY LOCATING AND OR EQUAL COORDINATING THE PROPOSED CON- TITLE 5: SECTION 15.212: TO ALLOW 4' SEPERATION TO GROUNDWATER INVERT ELEVATIONS: o o �oo o 00o CON- STRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE UTILITY p COMPANY AND MAINTAINING THE IN LIEU OF 5'. q b b EXISTING UTILITY SYSTEM IN SERVICE. TOP OF FOUNDATION 38.20 A Ob bb 1.5" PVC SCH 40 b b DIG-SAFE SHALL BE NOTIFIED PER SETTS TITLE 5: SECTION 15.211: TO ALLOW THE SEPTIC TANK TO BE 19.6' FROM THE 4" INVERT AT BUILDING 36.10 B bb LATERALS. (TYP) bb bb THE STATE A MASS2, SECTION VEGETATED WETLANDS IN LIEU OF 25' " .-- l STATUTE CHAPTER 82, SECTION 409 4 INVERT AT SEPTIC TANK (IN) 35.90 C SNAP-ON OF „ TO " ORIFICE SHIELDS AS AT TEL. 1-888-344-7233. THE �� SHIELD �' DOUBLE WASHEDD 1STONE Ir/ ENGINEER DOES NOT GUARANTEE TITLE 5: SECTION 15.211 TO ALLOW PUMP CHAMBER TO BE 15 FROM THE 4 INVERT AT SEPTIC TANK (OUT) 35.65 D _ BY ORENCO SYSTEMS INC. THEIR ACCURACY OR THAT ALL DRAINAGE SLOTS OR APPROVED EQUAL UTILITIES AND SUBSURFACE STRUCTURES VEGETATED WETLANDS IN LIEU OF 25' 4" INVERT AT PUMP CHAMBER (IN) 35.55 E 1/4" PERFORATION TO BE PLACED ARE SHOWN. LOCATIONS AND TITLE 5: SECTION 15.211 TO ALLOW THE LEACHING FIELD TO BE 25' FROM 2" INVERT AT PUMP CHAMBER (OUT) 35.85 F ® 5' ON CENTER AT THE 6 O'CLOCK POSITION ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE THE WETLANDS IN LIEU OF 50' c CONTRACTOR SHALL VERIFY SIZE, TITLE 5: SECTION 15.211 TO ALLOW TOE OF SLOPE TO BE 4.0' FROM PROPERTY O R ( I ICE S H I E L D D E TA I S E C TI 0 ICI B - B LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR LINE IN LIEU OF 5' (RETAINING WALL WITH LINER) INVERTS AT LEACHING FACILITY: NOT TO SCALE NOT TO SCALE TO THE START OF CONSTRUCTION. TITLE 5: SECTION 15.104 TO ALLOW A SIEVE ANALYSIS TO BE PERFORMED 1 -1/2" INVERT AT BEGINNING `�--- 7, 6 8 THE USETHIS TEM IS NOT OF A GARBAGE IGNED GRINDERR IN LIEU OF A PERCOLATION TEST. OF LEACHING FIELD 39.30 G BREAKOUT 39.80 T[]p A GARBAGE RECOMMENDED DUE IS NOT TITLE 5: SECTION 15.203 TO ALLOW A TWO BEDROOM DEED RESTRICTION TO 1 -1/2" INVERT AT END �F t ,� ADVERPDUE TO RECOGNIZED h/ � � ADVERSE IMPACTS TO THE LEACHING BE RECORDED AT THE BARNSTABLE REGISTRY OF LEACHING FIELD 39.30 H PRESSURE DOSE SPECIFICATIONS- , 4 0115 FACILITY. THIS IS A TWO BEDROOM DESIGN. BOTTOM OF LEACHING FIELD 38.80 J 5 QV 9. EXITTHE CONTRACTOR INVERTS ARE TO BE CHECKED BY TI OF DEEDS AS S �' '�"�.� �� j THE CONTRACTOR PRIOR TO CONSTRUCTION. TITLE 5: SECTION 15.211 TO ALLOW A LEACHING FIELD T�0 BE 73 & 89 TO A ADJUSTED GROUNDWATER 34•80 K PERFORATION SIZE: 1/4" �DIAMETER _` ""�- , L CONFIRM LOCATION & NUMBER OF INVERTS. WELL IN LIEU OF 100' OBSERVED LAKE ELEVATION 33.6 PERFORATION SPACING 5 O.C. -___ �� ND 0. THE (ENGINEER IS TO BE NOTIFIED OF LATERAL DIAMETER 1.5 x 21.5 LONG "'' ~, •.�� ANY FIELD CHANGES THAT MAY BE MANIFOLD DIAMETER 2" �....,a_ '�� REQUIRED. PERFORATIONS ON ADJACENT LATERALS ` 1... TO BE STAGGERED TOTAL # = 18 PERFORATIONS `{`J DESIGN CRITERIA: tK OF (2) LATERALS W/5 PERFORATIONS EACH TOWN OF BARNSTABLE: TO ALLOW THE LEACHING AREA TO BE 25' FROM DESIGN FLOW: moo` G.' (2�-LATERALS W/4 PERFORATIONS C. 0 • VEGETATED WETLAND IN LIEU OF 100'. 2 BEDROOMS AT 110 G.P.B./D 220 G.P.D. YEr `� � ; PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME --- .,,,,`" lm BSC GROUP TO ALLOW THE PUMP CHAMBER TO BE 15' FROM REQUIRED SEPTIC TANK: 9Ox-,�,STEA�, � P U M P DOSING CALCULATIONS A `'"�(�...,_ 349 Nlain Street, (RT. 28) Unit D VEGETATED WETLAND IN LIEU OF 100'. 220 X 200% = 220 GAL. S�t7NALEN6 1500 GAL. 1. DETERMINE VOLUME OF EFFLUENT TO BE - -�-... c W. Yarmouth MassacilUSettS . 65 _ SEPTIC TANK PROVIDED: - •� PUMPED TO WASTEFLOW DRIPLINES I 02673 TO ALLOW THE SEPTIC TANK TO BE 19.6' FROM DAILY FLOW = 220 GALLONS '0--... I 508 778 8919 SIZE OF LEACHING FACILITY REQUIRED: DOSING REQUIREMENT = 7.5 XOF LATERAL NETWORK VEGETATED WETLAND IN LIEU OF 100'. (VOL.( ) DESIGN PERC. RATE: <2 MIN./ INCH DOSING VOLUME = 7.5 X (7.9 GAL) = 59.2 GAL/DOSE (� PROJIECT TITLE: DRAIN BACK VOLUME: LA TO ALLOW THE LEACHING AREA TO BE 73, 89 & 102 LONG TERM APPL. RATE 0.74 G.P.D/S.F. 8 FT X 2"_ PVC FORCEMAIN + 12 FT X 2" PVC MANIFOLD = 3.3 GAL 1"� 1" C. 0. DESIGN OR FROM A WELL IN LIEU OF 1 50' PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME PUMPING.VOLUME = 59.2 GAL + 3.3 GAL = 62.5 GAL SIZE OF LEACHING FACILITY PROVIDED: E--a ""'8 '''- f 2. DISCHARGE RATE G1 2� -e- ._._ SEWAGE DISPOSAL • 1 000 GALLON H-20 22o GPD - 0.74 SF/GPD - 298 S.F. :. r 23 GPM ® 11.0 FT OF HEAD _ SYSTEM REPAIR PUMP CHAMBER DETAIL: - _.._. co WATERPROOFED AT FACTORY USE LEACHING FIELD 3. PUMP rJ a USE MYERS SRM4 PUMP (OR APPROVED EQUIVALENT) L Y L I N ' " BOTTOM = 15' x 20' = 300 S.F ' � °ci : _ WITH`VERTICAL FLOAT SWITCH #59 - -... 51 8'-2 �5'�-- DOSING CALCULATIONS: 300 S.F X 0,74 SF/GPD - 221 GPD ..�i'7 p8 AL A DESIGN FLOW TO CHAMBER = 220 GPD �--- � � " UN n N YES POINT WAY a PUMP POWER REQ'D EMERGENCY STORAGE = 220 GAL & FLOAT 4'-5" EMERGENCY STORAGE PROV'D = 652 GAL ' - CONTROL NUMBER OF DOSING CYCLES = 3-4 PER DAY PROFILE: NOT TO SCALE: S C A L.E 1 - 4- CENTERVILLE CABLES coDEPTH PER CYCLE = 3 INCHES 2 HIGH WALL 36.1 S.F. X 0.25' X 7.48 GAL/CF = 67.5 GAL/DOSE M ASSACH U SETTS - = 11 FEET VERSA-LOC OR EQUAL FINISH GRADE OBSERVATION PORT 40 MIL (5') POLY LINER INLET DESIGN TDH 40.0 TEE DESIGN GPM = 23 GPM WITH ,PIN LOCKS. SET EL 40.5 MIN. EL.=40.6 ALL AROUND BOTTOM 34.5 MANHOLE COVERS AS REQUIRED - ON 6 APPROVED STONE 5' WALLS (BRING TO FINISH GRADE) CAP STONE � /�� `� //��� EL 40.5 24" DIA MIN. C.I. MANHOLE COVER A FIN. GR. 38.05 BROUGHT TO FINISH GRADE / BOLT ONI COVER PV//i��►// //i/� /�C NOTES: EL 38.2 4" ELC38 1 40 EL 38.3 1-1 2" PVI OF, OF WASHED STONE 8_2 C TOP EL. 37.05 2 PVC 1. PUMP CHAMBER TO WITHSTAND /��� � /�\ \� _ / //��� EL 37.6 PREPARED FOR: „ ® '6 DISCHARGE H-20 LOADING LEACHING FIELD FROM SEPTIC "PIPE 4 PVC " „ " - i=J I= MARK HOLMQUIST = TANK BOOT" SECURE CHAIN BOOT INV.=35.85 BOOT INV. 35.55 TO WALL 2. ALL PIPE CONNECTIONS AND CONCRETE w SCH 40 BOOT L-/FT BOOT M� 295 HOLLY POINT ROAD ZABEL GE . BOT 'ELEV.=. J. ti 'EMER. „ a 1 4" WEEP HOILE CONSTRUCTION SHALL BE WATERTIGHT. "gppT" pVC CENTERVILLE MA 02632 6'-0 STOR. 29 o Q a / 1= FILTER I=E 508-771-0651 UNION 2 . ALARM ELEV. 33.13 �_ o v " CHECK VALVE 3. RAISE MANHOLE TO FINISH GRADE WITH PROPOSED 4 _ � 4 SE'PARATI0N..: . SEWER BRICK AND MORTAR. FULL OUTER I=F PUMP ON EL. 32.63� _ 6" m ~ o 2" SCH 80 BAND STAINLESS SAND FILL, SEE 6" STONE BASE ADJUSTED (NGVD) DATE: JULY 2, 2008 �z o MORTAR PARGE TO PROVIDE WATER TIGHT NOTES 5 & 6 GROUNDWATER = K o w PVC THREADED( STEEL CONNECTOR �- cr SEAL. '` o PIPE COMP. DESIGN: K. HEALY PUMP OFF EL. 32. �w o 3 MERCURY FLOAT 4. POWER CABLES TO BE PLACED IN CONDUIT I ATIONS PUMP CHAMBER BUOYANCY CALCULATION: CHECK: M. DIBB 10 PUMP OFF EL. 32.� LEVEL CONTROLS IN ACCORDANCE WITH LOCAL BUILDING AND 1,500 GALLON 1,000 GALLON TOWN OF BARNSTABLE REGUL DRAWN: P. HAGIST BOT. EL 31.05 6". WIRE CODES. PRECAST CONCRETE PRECAST CONCRETE REQUIRE ENGINEER TO CERTIFY SYSTEM ' y O 6 O�,t W..O N-'0 N. SRM4 SEWAGE -•� .�- DEPTH OF TANK BELOW GROUNDWATER = 3.75 FIELD: D. GAzzoLo J. MccARTiN igg °� ,e�,° � �` ,° ,° PUMP 0.4 HP SEPTIC TANK PUMP CHAMBER / 5. 1/4" WEEP HOLE TO BE INSTALLED ABOVE H-20 H-20 CONTRACTOR TO GIVE 48-HOUR NOTICE BUOYANCE FORCE _ (3.75 ) X 62.4 Ib/cf X 5.25 x 9.0 = 11 ,056 LBS FILE N0. 9208-SEP.DWG 6" MIN. 3/4" TO 1 1/2" STONE OR EQUIVALENT 2" UNION 6" STONE BASE NOTE:LOCATED UNDER MH TO ENGINEER FOR EXCAVATION INSPECTION WEIGHT OF 1000 GALLON - H-20 TANK = 14,500 LBS ADJ. WATER SEPTIC TANK AND PUMP CHAMBER TO HAVE "BOOTS" AND FINAL SYSTEM INSPECTIONS WEIGHT OF SOIL = (1' X 5.25' X 9.0') X 85 Ib/cf = 4,016 LBS DWG NO. 5793-01 LEVEL 34.8 NGVD NOT TO SCALE 6. PUMP AND ALARM TO BE ON SEPERATE INSTALLED AT BOTH INV. IN AND BOTH INV. OUTS. 14,500 LBS + 4,016 LBS = 18,516 LBS > 11,056 LBS JOB NO. 4-9208.00 SHEET 2 OF 2 CIRCUITS. LOCUS PLAN : NO SCALE REVISIONS NO. DATE DESCRIPTION WELL 1 9-04-08 PER SITE WALK N GENERAL NOTES: 1, THIS PLAN IS F DESIGN AND ��`I',y ANS PINES AVM D ON T1GH OF THE ON WAGE OSAFc pLEp,S 'F 2. ALL CONSTRUCTION METHODS AND \ �d MATERIALS SHALL CONFORM TO MASS. \ D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT �(ES yG OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. ABUTTING WELL LOCATIONS AS DEPICTED HEREON. H 'Ppj 5. WITHIN LIMIT OF EXCAVATION REMOVE LOCUS ALL TOPSOIL, SUBSOIL AND OTHER WEIGUQAQUET x LAKE BEARSES IMPERVIOUS MATERIAL. \ d POND 6. REPLACE ALL EXCAVATED MATERIAL WITH \ CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. N/F \ MIXTURES AND LAYERS OF DIFFERENT CLASSES OF NOT BEFREDERICK R❑SENGREN \ NOT SOIL CONTA N SHALL ANY MATER ALDL RGERILTHANALL ASSESSORS MAP 233 PARCEL 19 TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE SHALL BE PERFORMED ON A N80 32'00" -.w..._. _ REPRESENTATIVE SAMPLE OF FILL. UP TO 45 W 46.31� p \ BY WEIGHT OF THE FILL SAMPLE MAY BE BVW#104 / ` c RETAINED ON THE #4 SIEVE. SIEVE ANALYSES LOCUS INFORMATION ALSO SHALL BE PERFORMED ON THE FRACTION \ OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH -m ANALYSES MUST DEMONSTRATE THAT THE MARSH CURRENT OWNER: HOLMQUIST FAMILY TRUST MATERIAL MEETS EACH OF THE FOLLOWING MARK HAYES HOLMQUIST, TRUSTEE SPECIFICATIONS: BVW#100 1007. MUST PASS #4 SIEVE TITLE REFERENCE: BOOK 21827, PAGE 191 (4.75 mm EFFECTIVE PARTICLE SIZE) �L Z 107,100% MUST PASS #50 SIEVE PLAN REFERENCE: BOOK 132, PAGE 147 (0.30 mm EFFECTIVE PARTICLE SIZE) a_, ♦ BVW#103 09-20% MUST PASS #100 SIEVE ` ASSESSORS MAP: 233 (0.15 mm EFFECTIVE PARTICLE SIZE) �E / / PARCEL: 18 �0.075 MUST EFFECTIVE PARTICLE SIZE . BVW#102 y ( ) WELL AS \I/ P PER OWNER o o �L 7. EXISTING UTILITIES WHERE SHOWN CB/DH r" �► FND AND HELD ZONING DISTRICT: RD-1 IN THE DRAWINGS ARE APPROXIMATE. SETBACKS: FRONT 30 BV W#101 THE CONTRACTOR SHALL BE RESPON- � j � � SIDE 10' SIBLE FOR PROPERLY LOCATING AND cn REAR 10' COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG-SAFE TP#2 "'' I N �► / MINIMUM LOT SIZE: 87,120 S.F. AND THE APPLICABLE UTILITY o o O COMPANY AND MAINTAINING THE / EXISTING LOT AREA: 8,388±S.F. EXISTING UTILITY SYSTEM IN SERVICE. lOp� _ ,I / DIG-SAFE SHALL BE NOTIFIED PER 04 w OVERLAY DISTRICT: GP THE STATE OF MASSACHUSETTS EXISTING ABUTTERSrD GRAVEL DRNEWA'Y L���,�' rn STATUTE CHAPTER 82, SECTION 409 HOUSE #130 wE�� 1 17'r 2 NITROGEN SENSITIVE D�``I✓AL ��Qom' <�/ / ZONE: ZONE II AT TEL. 1-888-344-7233. THE N 10.0 T DP 37 � ENGINEER DOES NOT GUARANTEE OF WALL 4 o FEMA FLOOD THEIR ACCURACY OR THAT ALL S' DVERDI 405 o / ZONE DISTRICT: ZONE "B" UTIL AREI IES AND DLOCATIONSSUBSURFACE AND STRUCTURES `•c L D _7T PANEL #250001 0005 C ELEVATIONS OF UNDERGROUND UTILITIES DATED 8/19/85 TAKEN FROM RECORD PLANS. THE TP#l �_ CONTRACTOR SHALL VERIFY SIZE, PROPOSED _ LOCATION AND INVERTS OF UTILITIES 2' - 3.0' HIGH OBS O* RETAINING WALL q t ►..�� AND STRUCTURES AS REQUIRED PRIOR 4TO THE START OF CONSTRUCTION. __ �! . CESSPOOL 0'�' , /A 12.1' FND OFF 0.88' � V' PROPOSED H-20 8. THIS SYSTEM IS NOT DESIGNED FOR 3,500 GALLON F GARBAGE f # SEPTIC TANK & "-. ' 0 � \ �� N/F A GARBAGE GRINDERISNOTNDER. PUMP CHAMBER - _ 2 C. BENCH MARK, WILLIAM GINGERIC�I N RECOMMENDED DUE TO RECOGP'�ZED P[�y L 4 TOP OF CONCRETE BOUND ASSESSORS MAP 233 c� ADVERSE IMPACTS TO THE LEACHING` LINE ALL AR ND ELEV.=36.46 PARCEL 17 FLOOR PLAN FACILITY. •""-�-� _ ro �'"•" -• O 9. EXITING INVERTS ARE TO BE CHECKED BY N/F PROPOSED THE CONTRACTOR PRIOR TO CONSTRUCTION. SC❑TT CODEIRO ELECTRICIAL S PROPOSED H-20 CONFIRM LOCATION & NUMBER OF INVERTS. ASSESSORS MAP 233 CONTROLS O 1500 GALLON PARCEL 20 O , SEPTIC TANK 0. THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES THAT MAY BE tK a... o REQUIRED. ' PROPOSED --_... �CONNECTOR o ,0 g BVW#9 89, V .- ABUT T 0 I E:l OOP . ti BVW#8 19.9, CESS POOL WELL 06 a ; BED 349 Main Street, (RT. 28) Unit D EXISTING SEPTIC COMPONENTS �, O #1 W. Yarmouth Massachusetts TO BE PUMPED, CRUSHED & o BVW#7 u� .., KITCHEN �2673 REMOVED FROM SITE IN +® m ACCORDANCE WITH TITLE. 5 508 778 8919 BACK� wL❑W ONE ;STORY osy� ,.•,.._. .._.."�._ _ I+ PREVENT❑R WOOD FRAME HOUSE N y � w PROJECT TITLE: ' #'59 o `. TOF=38.2 v!p FF=39.0 0' LIVING ROOM c BED DESIGN FOR HOUSE T#59 #2 m.."_� ` `` • SEWAGE DISPOSAL o� 24.3' SYSTEM REPAIR • ' ,� � � PORCH BVW#6 STOOP ��...,,..�� 't�� ,,. #59 NYES POINT WAY �� 'DECK BVW#5 W - CENTERVILLE . - ,. OP M ASSACH U SETTS ' WELL BVW#1 • \ BVWI4 f HOLMQUIST FAMILY TRUST ASSESSORS MAP 233 �'4N0 PARCEL 18 .01 ��cF NK IB#C 8,388tS.F. ''` ._.,•. Fw q ``< n PREPARED FOR: /` 7--p OFMg BVW#2 MARK HOLMQUIST ) �•�N S . • ' BVW#3 ���P 19f 295 HOLLY POINT ROAD •. �' �° BRIAN G. yGco CENTERVILLE, MA 02632 TOWN OF BARNSTABLE REGULATIONS ' • YERGATIAN �, Ww� M 508-771-0651 `) CIVIL cn BE14REES PEN , IB#B #A No,46206REQUIRE ENGINEER TO CERTIFY SYSTEM, ` • --� .� I ` � 9F �° DATE: JULY 2, 2008 CONTRACTOR TO GIVE 48—HOUR NOTICE • _SIONA UID COMP. DESIGN: K. HEALY TO ENGINEER FOR EXCAVATION INSPECTION �, �. CHECK: M. DIBB AND FINAL SYSTEM INSPECTIONS DRAWN: P. HAGIST Q$ Q/y/o8 FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 9208-SEP.DWG DWG NO. 5793-01 JOB NO. 4-9208.00 SHEET 1 OF 2 REVISIONS SOIL TEST PIT DATA: P-12o�8 SEPTIC TANK DETAIL: 3,50o GALLON H-2o NO. DATE DESCRIPTION TEST PIT #1- TEST PIT ___#2 NOTES (PHASE 1) WATERPROOF AT FACTORY 1 9-04-08 PER SITE WALK GIRD. EL. 35.90 GIRD. EL. 36.60 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 6. INLET AND OUTLET PIPES SHALL BE INSTALLED AT THE BOTTOM OF GW. EL. 34.80 GW. EL. 34.80 2. SEPTIC TANK SHALL WITHSTAND H-20 LOADING. THE 6• KNOOK-OUTS ON THE TANK. OLES A LOAMY SAND 10YR 3/1 A LOAMY SAND 10YR 3/1 INDICATES 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE BUILDING ���ED IN CONDUIT IN ACCORDANCE WITH SHOULD EXACT DIAMETER SHOP HD DRILLED WITH SECTION A A 7" DIA. CONTROL VALVE BOX AS 10" 10" WATERRIGIiT. PERC. *. A 1/4• WUP Howl *KUL MAC C" Awry THt *" UNwN, A DRILL PRESS TO ENSURE NOT TO SCALE MANWPAO'CUR90 "Y AM91tK PI.YI4 OU I`H TEST A. �161. ALL I�NN1 IeNaaK•ouTrl WITH Ml311TANs UNIFORMITY. REMOVE BURRS PRODUCTS DIVISION. PAT. #3858765 PVC GENERAL NOTES: SANDY LOAM iCIYPt C5/B SANDY LOAM 10YR 3/8 9. PUMP AND ALARM SHALL BE RUIN ON SEPARATE CIRCUITS. PRIOR TO PLACING PIPE. OR APPROVED EQUALL. CAP NUT 1. THIS PLAN IS FOR DESIGN AND s. INLET AND OUTLET TEES sFIALI. BE CAST IRON. SCH. 40 PVC. OR B B CAST-IN-PLACE CONCRETE, AND SHALL BE CENTERED UNDER MANHOLE INDICATES ��• ORIFICE SHIELDS AS TO BE BROUGHT TO CONSTRUCTION OF THE SEWAGE 30" - 24" PERCHED UNSUITABLE RAISE MANHOLE BR MANHOLE FINISH MANUFACTURED BY ORENCO SYSTEMS INC. FINISHED GRADE DISPOSAL TIGHT TANK ONLY. EL 33.4 EL 34.6 MATERIAL W/SEWER BRICK BROUGHT TO FINISH 2. ,ALL CONSTRUCTION METHODS AND (ELEV 34.8) AND MORTAR GRADE' e°,� MIN' FINISHED GRADE 2% MIN. OR APPROVED EQUAL MATERIALS SHALL CONFORM TO MASS. - C1 PEAT ID.E.P TITLE 5 AND LOCAL BOARD Ir-O• e• MIN. - / J//`J/3J/ \J\ /\////� //�\ OF HEALTH REGULATIONS. EL 33.6 36 INDICATES 16'-0• COVER 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE - 51" ELEV 31.6 OBSERVED - 9 3' " ' " " 40 OR EQUAL. C1 - ( ) C2 - Ti• 2 2-6 5-0 5-0 GROUND WATER BOOT77 ALTERNATE PERFORATIONS SEE SYSTEM LAYOUT CLEANOUT 4. WELL LOCATIONS AS DEPICTED 16• BOOT 2" MIN. OF 1/8" TO 1/4" HEREON.G 25%-30% 25%-30% F- -17 - - -- - - -- - -� ( ) OUTLET 4'-6" 5'-0" -� 40 MIL 5 8 TEE DOUBLE WASHED STONE 2-1" 45' BEND POLY LINER 5. WITHIN LIMIT OF EXCAVATION REMOVE GRAVEL GRAVEL INDICATES I I ( I .° TOP STONE ELEV. 39.6 TOP 39.5 ALL TOPSOIL, SUBSOIL AND OTHER INLET TEE IMPERVIOUS MATERIAL. MEDIUM SAND 10YR 6/6 MEDIUM SAND lOYR 6/6 �_ ESTIMATED I - I I - _ I 4'-2' a i • °D LIQUID ao ^ og o o� o000 0000 0000 0000 00� 7°:A' BOTTOM 34.5 SEASONAL HIGH I o0 00 00 00 00 !•'� :'::: ' . ALL AROUND 6. REPLACE ALL EXCAVATED MATERIAL WITH GROUND WATER _ _ _ I I n DEPTH 6• } ` " CLEAN GRANULAR SAND, FREE FROM ORGANIC 84" 84" m MIN. ,. 4' MADE ''es'.;c EL = 28.90 EL = 29.60 I I I I BAFFLE MATERIAL AND DELETERIOUS SUBSTANCES. " o o p j 4^ MIXTURES AND LAYERS OF DIFFERENT CLASSES 12• 9'_2r '.' 6'-6' .•.. 1.5 PVC SCH L RALS o 0 0 DATE: L_ -- J 1 - --- MIN, :. SET LEVEL AT ELEV. 39.3 „ op op pp OF SOIL SHALL NOT BE USED. THE FILL SHALL __ --J 1/4 VENT HOLE PERFORATION TO NOT CONTAIN ANY MATERIAL LARGER THAN 6 1/4 PERF. (TYP) BE PLACED NEAR THE CROWN OF TWO INCHES. A SIEVE ANALYSIS USING A 4 1/16/08 SOIL EVALUATOR **(SEE SIEVE ANALYSIS ATTACHED) }, THE PIPE IN THE 45' BEND AT # i7rTie1 Bps, 6" OF 3/4" TO 1 1/2" SIEVE, SHALL BE PERFORMED ON A CRAIG FIELD 6• MIN. 3/4" TO `` "' m 6" OF 3/4" TO 1 1 2" TEST BY: 1 1/2• STONE 90' ELBOW / THE END OF EACH LATERAL. REPRESENTATIVE SAMPLE OF FILL. UP TO 45 �11. I II. II. I II... In " DOUBLE WASHED( STONE DOUBLE WASHED STONE THE BSC GROUP, INC. PLAN VIEW 2 PVC SCH 40 BY WEIGHT OF THE FILL SAMPLE MAY BE SOIL CLASS: NOT TO� TO BE PLACED ADJACENT #4 SIEVE. SIEVE ANALYSES FORCE MAIN RETAINED ON THE WITNESSED BY: 1 HIGH GROUNDWATER COMPUTATION f SCH 40 PVC MANIFOLD PIPE TO 1/8 VENT HOLE ALSO SHALL BE PERFORMED ON THE FRACTICROSS-SECTION VIEWDONNA MIORANDI NOT M SOME TCH 0.005 V, BACK TO FORCE MAIN. 1/A4" PERFORATION TO BE PLACED AND BENEATH VALVE BOX OF FILL SAMPLE PASSING THE #4 SIEVE, SU L.T.A.R. ANALYSES MUST DEMONSTRATE THAT THE PERC. RATE: 0 5' ON CENTER AT THE 6 O'CLOCK POSITION MATERIAL MEETS EACH OF THE FOLLOWING <5** MIN./INCH 0.74 G.P.D./SQ.FT. USING HIGH WATER OF LAKE 34.8 _ -- SEPTIC TANK BUOYANCY CALCULATION: SPECIFICATIONS- SEPTIC MUST PASS #4 SIEVE VARIANCES REQUESTED: (4.75 mm EFFECTIVE PARTICLE SIZE) DEPTH OF TANK BELOW GROUNDWATER = 34.80'-30.23 =4.57�' 10)•1'-100% MUST PASS #50 SIEVE (0.30 mm EFFECTIVE PARTICLE SIZE) BUOYANCE FORCE = (4.57') X 62.4 Ib/Cf X 17'x7' = 33,935 LBS 0�-209� MUST PASS #100 SIEVE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION , (0.15 mm EFFECTIVE PARTICLE SIZE) 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE, TITLE 5 WEIGHT OF 3,500 GALLON - H-20 TANK = 38,240 LBS 07-57. MUST PASS #200 SIEVE WEIGHT OF SOIL = (1 ' X 17.0' X 7.0') X 85 Ib/cf = 10,115 LBS 4'-0" 4'-0" (0.075 mm EFFECTIVE PARTICLE SIZE) TITLE 5: SECTION 15.212: TO ALLOW 4' SEPERATION TO GROUNDWATER 38,240 LBS + 10,115 LBS = 48,355 LBS > 33,935 LBS 12" MIN 1'-s" 7. (EXISTING UTILITIES WHERE SHOWN ORIFICE SHIELD OS150CW 36" MAX IN THE DRAWINGS ARE APPROXIMATE. IN LIEU OF 5'. 1.5"DIA. SCH-40 PVC LATERALS ORENCO SYSTEMS INC. COVER 'THE CONTRACTOR SHALL BE RESPON- PHONE 1-800-348-9843 !SIBLE FOR PROPERLY LOCATING AND TITLE 5: SECTION 15.211: TO ALLOW THE SEPTIC TANK TO BE 14.4' FROM THE OR EQUAL (COORDINATING THE PROPOSED CON- 0 0 0 0 'STRUCTION ACTIVITY WITH DIG -SAFE VEGETATED WETLANDS IN LIEU OF 25' INVERT ELEVATIONS: SAND THE APPLICABLE UTILITY p (COMPANY AND MAINTAINING THE o EXISTING UTIUTY SYSTEM IN SERVICE. TITLE 5: SECTION 15.211 TO ALLOW THE LEACHING FIELD TO BE 25 FROM TOP OF FOUNDATION 38.20 A o0 00 1.5" PVC SCH 40 0 00 (DIG-SAFE SHALL BE NOTIFIED PER THE WETLANDS IN LIEU OF 50' 4" INVERT AT BUILDING 36.10 B po LATERALS. (TYP) o0 00 THE STATE OF MASSACHUSETTS 'STATUTE CHAPTER 82, SECTION 409 TITLE 5: SECTION 15.211 TO ALLOW TOE OF SLOPE TO BE 4.0' FROM PROPER 4" INVERT AT SEPTIC TANK (IN) 35.90 C SNAP-ON " " " ORIFICE SHIELDS AS .AT TEL. 1-888-344-7233. THE SHIELD 6 OF 3W TO 1 1/2 (ENGINEER DOES NOT GUARANTEE LINE IN LIEU OF 5' (RETAINING WALL WITH LINER) 4" INVERT AT SEPTIC TANK (OUT) 35.65 D DOUBLE WASHED STONE BY ORENCO SYSTEMS INC. THEIR ACCURACY OR THAT ALL DRAINAGE SLOTS OR APPROVED EQUAL (UTILITIES AND SUBSURFACE STRUCTURES TITLE 5: SECTION 15.104 TO ALLOW A SIEVE ANALYSTS TO BE PERFORMED 1/4" PERFORATION TO BE PLACED ARE SHOWN. LOCATIONS AND IN LIEU OF A PERCOLATION TEST. 0 5' ON CENTER AT THE 6 O'CLOCK POSITION ELEVATIONS OF UNDERGROUND UTILITIES INVERTS AT LEACHING FACILITY: TAKEN FROM RECORD PLANS. THE TITLE 5: SECTION 15.203 TO ALLOW A TWO BEDROOM DEED RESTRICTION TO CONTRACTOR SHALL VERIFY SIZE, 1 -1/2" INVERT AT BEGINNING 'LOCATION AND INVERTS OF UTILITIES BE RECORDED AT THE BARNSTABLE REGISTRY OF LEACHING FIELD 39.30 G BREAKOUT 39.80 - ORIFICE S H I E L D DETAIL SECTION B - B AND STRUCTURES AS REQUIRED PRIOR OF DEEDS AS THIS IS A TWO BEDROOM DESIGN. 1 -1/2„ INVERT AT END NOT TO SCALE NOT TO SCALE TO THE START OF CONSTRUCTION. TITLE 5: SECTION 15.211 TO ALLOW A LEACHING FIELD TO BE 73' & 89' TO A OF LEACHING FIELD 39.30 H 8. THIS SYSTEM IS NOT DESIGNED FOR WELL IN LIEU OF 100' BOTTOM OF LEACHING FIELD 38.80 J 1- 7,6 THE USE OF A GARBAGE GRINDER. ❑n A GARBAGE GRINDER IS NOT. ' RECOMMENDED DUE TO RECOGNIZED ADJUSTED GROUNDWATER 34.80 K �� ADVERSE IMPACTS TO THE LEACHING TOWN OF BARNSTABLE: TO ALLOW THE LEACHING AREA TO BE 25' FROM OBSERVED LAKE ELEVATION 33.60 PRESSURE DOSE SPECIFICATIONS- B 4 L L 4 0, 1 FACILITY. VEGETATED WETLAND IN LIEU OF 100'. 9. EXCITING INVERTS ARE TO BE CHECKED BY �.� VERDI THE CONTRACTOR PRIOR TO CONSTRUCTION. ,TO ALLOW THE SEPTIC TANK TO BE 14.4' FROM PERFORATION SIZE: 1/4" DIAMETER G AL L CONFIRM LOCATION & NUMBER OF INVERTS. PERFORATION SPACING 5 O.C. �� _` l--- �/�� 11 0. THE ENGINEER IS TO BE NOTIFIED OF VEGETATED WETLAND IN LIEU OF 100'. LATERAL DIAMETER 1.5" x 21.5' LONG -'�"- ' ` - ANY FIELD CHANGES THAT MAY BE MANIFOLD DIAMETER 2" `O_ REQUIRED. TO ALLOW THE LEACHING AREA TO BE 73, 89' & 102' PERFORATIONS ON ADJACENT LATERALS I TO BE STAGGERED TOTAL # = 18 PERFORATIONS FROM A WELL IN LIEU OF 150' DESIGN CRITERIA. (2) LATERALS W/5 PERFORATIONS EACH DESIGN FLOW: (2) LATERALS W/4 PERFORATIONS 0,� C. 0 r , 2 BEDROOMS AT 110 G.P.B./D 220 G.P.D. PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME �e , NOTE: THE SEPTIC SYSTEM SHOWN HEREIN IS GOING TO BE CONSTRUCTED IN I � I PHASES. PHASE 1 CONSISTS OF REMOVING THE EXISTING CESSPOOL, SEPTIC TANK: PUMP D 0 S I N G CALCULATIONS- REQUIRED A �e� 349 Main Street, (RT. 28) Unit D INSTALLING THE 3,500 GAL. SEPTIC TANK, AND CONNECTING THE BUILDING 220 X 200% = 220 GAL. 1. DETERMINE VOLUME OF EFFLUENT TO BE ` �" W. YarMuth MassadlLlsetts SEWER TO THE NEW TANK. PHASE II IS THE REMAINDER OF THE SYSTEM. SEPTIC TANK PROVIDED. 1500 GAL. PUMPED TO WASTEFLOW DRIPLINES $ C' �. 02673 SIZE OF LEACHING FACILITY REQUIRED: DAILY FLOW = 220 GALLONS I �(�� I Cl 508 778 8919 A SITE VISIT WAS HELD BETWEEN DEP, BARNSTABLE BOH, BSC GROUP, & DOSING REQUIREMENT = 7.5 X (VOL. OF LATERAL NETWORK) OWNER ON 9/3/2008. AN AGREEMENT WAS REACHED TO ALLOW PHASE 1 DESIGN PERC. RATE: <2 MIN./ INNCH DOSING VOLUME = 7.5 X (7.9 GAL) = 59.2 GAL/DOSE _e PR(OJECT TITLE: DRAIN BACK VOLUME: L LONG TERM APPL. RATE 0,74 G.P.D S F " DESIGN FOR 4 1 CONSTRUCTION AT THIS TIME. IT WAS ALSO DISCU)SSED THAT PHASE II / '• 8 FT X 2 PVC FORCEMAIN + 12 FT X 2 PVC MANIFOLD = 3.3 GAL 0� , 0. PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME I WOULD NOT NEED TO BE INSTALLED FOR 3 YEARS, AND DEPENDING ON THE SIZE OF LEACHING FACILITY PROVIDED: PUMPING VOLUME = 59.2 GAL + 3.3 GAL = 62.5 GAL AVAILABILITY OF THE MUNICIPAL SEWER SYSTEM AT THAT TIME, A FUTURE _ = 298 S F 2. DISCHARGE RATE 2Q. SEWAGE DISPOSAL EXTENSION OF THIS PERMIT MAY BE REQUIRED FOR THE PHASE II WORK. 220 GPD 0'74 SF/GPD 2 _ �� I 23 GPM ® 11.0 FT OF HEAD _ C. _i•p SYSTEM REPAIR USE LEACHING FIELD 3. PUMP =' �. SECOND COMPARTMENT OF USE MYERS SRM4 PUMP OR APPROVED EQUIVALENT P(� PUMP CHAMBER DETAIL.• BOTTOM = 15' x 20' = 300 S�'F � ) L Y LIN 3,500 GALLON SEPTIC TANK WITH VERTICAL FLOAT SWITCH EI #59 NOT TO SCALE 300 S'F X 0'74 SF/GPD = 221 GPD A�.- L (PHASE II) DOSING CALCULATIONS: i AR13UNn NIYES POINT WAY DESIGN FLOW TO CHAMBER = 220 GPD REQ'D EMERGENCY STORAGE = 220 GAL `VNOFMgss PROFILE: NOT TO SCALE: S C A L-E 1 " - 4' CEN TERVILLE EMERGENCY STORAGE PROV'D = 1,044 GAL ��``� 40 2 HIGH WALL NUMBER OF DOSING CYCLES = 3 PER DAY BRIAN G. R ' DEPTH PER CYCLE = 3 INCHES a YERGATIAN VERSA-LOC OR EQUAL MASSACHUSETTS 39.0 S.F. X 0.25' X 7.48 GAL/CF = 72.9 GAL/DOSE V CIVIL FINISH GRADE OBSERVATION PORT 40 MIL (5) POLY LINER WITH PIN LOCKS. SET TOP 40.0 BOTTOM 34.5 FEETNo.as2os ON 6 APPROVED STONE EL 40.5 MIN. EL.=40.6 ALL AROUND DESIGN TDH = 2 GPM 9 9' f P (MANHOLE COVERS AS REQUIRED '� DESIGN GPM = 23 GPM o�Fss sTE (BRING TO FINISH GRADE) CAP STONE EL 40.5 q - - 0 8 EL 38.3 iup OF WASHED S= 8-9 EL 37.6 2" PVC FORCEMAIN PREPARED FOR: . INV.=35.65 LEACHING FIELD Q ' SECURE CHAIN TO WA L 4" SCH. 40 PVC - I=G = MARK HOLMQUIST " 2„ pVC FORCE MAIN 295 HOLLY POINT ROAD I=D BaT. Ei~EV:=J CENTERVILLE, MA 02632 EMER. w 1/4 WEEP HOLE I=B I=C - STOR. to °° , ALARM ELEV. 32.31 43 o a 2" UNION NEOPRENE NEOPRENE 4`='SEI?ARA•TIUN. 508-771-0651 = PROPOSED 4 BOOT BOOT - r-1• o CHECK VALVE BAND STAINLESS SEE s" STONE BASE ADJUSTED (NGVD) DATE: JULY 2, PUMP ON EL. 31.81 6 woo ,� (PHASE 1) (PHASE II) - SAND FILL, 2008 s'-6• �_ o o STEEL CONNECTOR NOTES 5 & 6 GROUNDWATER = K: PUMP OFF EL. 31.56 3„ o LEVER CONTROCURY LS FLOAT COMP. DESIGN: K. HEALY �z to a w m BACKFLOW _ (PHASE II)I TOWN OF BARNSTABLE REGULATIONS CHECK: M. DIBB 10L In 2 SCH. 80 PVC PREVENTOR REQUIRE ENGINEER TO CERTIFY SYSTEM, DRAWN: P. HAGIST THREADED PIPE CONTRACTOR TO GIVE 48-HOUR NOTICE 3,500 GALLON PHASE II FIELD: D. GAZZOLO / J. McCARTIN rR 2-COMPARTMENT H-20 ( ) TO ENGINEER FOR EXCAVATION INSPECTION FILE NO. 9208-SEP.DWG MYERS SRM4, 0.4 HP NOTE: SEPTIC TANK/PUMP CHAMBER AND FINAL SYSTEM INSPECTIONS ` SEWAGE PUMP DWG N0. 5793-01 SEPTIC TANK SHALL HAVE NEOPRENE BOOTS (PHASE I) OR APPROVED EQUAL INSTALLED AT BOTH THE INLET AND OUTLET. JOB N0. 4-9208.00 SHEET 2 OF 2