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HomeMy WebLinkAbout0098 HAYES ROAD - Health 98 HAYES ROAD Centerville A= 210 097 I i S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR n SUSTAINABLE `Y!FORESTRY MIN.RECYCLED INITIATIVE CONTENT.. Certified Fiber Sourcing POST-CONSUMER www.s(iprogrom.org WON MADE IN USA GET OROMIZED AT SMEAD.GOM t 4 + „�j'3 "� .N.,,q4�J• A:. '' �,�:bt W�1 N r ,o � a� a d" 39 H _..`.,y1d�' _ , e r yy � 1 J i � 1 All 7 • 5 �.. -B ..d MS}� J 6 No. Fee-1�k5 (/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for 30t8p 4 aY bpstem Construction permit Application for a Permit to Construct( ) Repair( ` Upgrade(Q) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �� r r5LQqa wner's Name,Address,and Tel.No. 6C-,3R1v J1,0 1 Merry , My r a-1 e Assessors Map/Parcel a i U -orl Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. .��SIGS � ��cTNrl'�NC ��tiGYY-7 �� N we ✓rti five�lc Type of Building: Dwelling No.of Bedrooms Lot Size _sq.ft. Garbage Grinder( ) Other Type of Building Z P5 r)rxA it- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-3 n gpd Design flow provided 3 gpd Plan Date i 2 -'I-4 —/.7 Number of sheets 3" Revision Date Title Size of Septic Tank :Z CXLo c'vrA VK) t-cAk Type of S.A.S. t= Description of Soil Nature of Repairs or Alterations(Answer when applicable) �`; �� r_ �, i,��_r,Tj l oyyar/wu1 tw- L Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. e A d 2 Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued LY_ - ------------- TOWN OF BARNSTABLE bDCATION 4 SEWAGE# -QG VILLAGE lil e ASSESSOR'S MAP&PARCEL l®•-� �( INSTALLER'S NAME&PHONE NO.'`1X"ae, A SEPTIC TANK CAPACITY 9000/ I,J QQ %ow/c �-Cw..,IG LEACHING FACILITY:(type) eelt) (size) NO.OF BEDROOMS OWNER tAefry PERMIT DATE: J S�f� 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 ofZleachin facility) / Feet FURNISHED B C- N Ai)-31 , 34 F �- 'D- 3S 1 , 37 '1'act •�c - I ti � 43 L/ No. � :rsr Fee' ,,-. Entered iq computer: �_ THE COMMONWEALTH OF MASSACHUSETTS Yes -� _ " -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatiott for MispoBal *pstem Construction pertnit a Application for a.Permit to Construct( ) Repair(/upgrade(c) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. I? I'krrS ;,, ayl Owner's Name,Address,and Tel.No. f Assessor's Map/Parcel )1() -Ocl M rery i M y/+l Y Installer's Name,Address,and Tel.No. '` Designer's Name,Address,and TefS No. ' l G// C Type of Building: Dwelling No.of Bedrooms Lot Size /1 0C� sq.ft. Garbage Grinder( ) Other Type of Building t pa r),xA rr. No.of Persons Showers( Cafeteria( ) -Other Fixtures Design Flow(min.required) -,j j r7 gpd Design flow provided gpd Plan Date /2 IL-4_/ Number of sheets YA- j' Revision Date Title Size of Septic Tank 2,coe) �c,rn lnrl #r.„ak Type of S.A.S. E, Description of Soil d Nature of Repairs or Alterations(Answer when applicable) r ri \eCAA) Date Iasi inspected: Agreement: { { The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. fgfieiq.1,.._ ` n e .-. Date M 'Z_. S`- 'Application Approved by / �j ,/ Date / h Application Disapproved by d Date for the following reasons 1` Permit No. / ..•- Date Issued v � .. -- -- - - _ - ::_: _ - -------------------- - 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) t ----� Abandoned( )by-_� ,�. _1_ Jam— at C4� �6%rAe � l'EoLlt�i,�d��w has been constructed in accordance I. . r t with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer.,ijr_r, A�BrN, )rJ7_NC Designer _ v #bedrooms _� Approved design flow gpd The issuance of this permit shaq not be dbnstrued as a guarantee that the system w fimc Date Inspector h --- ------.---_------------ ---- _- ----- - ----- -------- --- --------------- - ----- - No. 19 (/(/ 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pste Construction Vermit Pe'ni►ission is hereby granted to Construct( ) Repair( V Upgrade( ) Abandon( ) System located at Q G� Y c�c��. '-Q1 �Fyr�aK'•� �J� F and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction` must be completed within three years of the date of this permit. Date , � ` Jl Approved by r/�.`r�✓ i Town of Barnstable �p4tME tpw Regulatory Services yP Richard V. Scali, Interim Director * BARN ABLE, + y MASS. g i67q• Public Health Division a0 �0 Thomas McKean,Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 0:;j!:r 12 Sewage Permit# , .; Assessor's Map\.Parcel Designer: (n� . Installer: F! �,�; ���, � nc Address: 1Z w, Crt,s ,e (d P! Address: On 2'/�I8 �yaw�-� N_'was issued a permit to install a (date) (installer) / t ; septic system at ��u;�e5 .� C �rriyt�✓il��° based on a design drawn by �- _ (address) evil War -bu /11 C , dated —I 7 (designer) 1/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes'such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system. referenced above was installed with major changes (Le. greater than 10' lateral. relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe ncc with the terms of the I\A approval letters (if applicable) �yt14OF PETER T. -- —� MCEjNy SEE 4Tnstal er's Signature) NO.35109 gFQISTER�O (Designer's Signature) (Affix Designer tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Fornl Rev 8-t4-13.doc f � Bk 31117 Ps 25 010141 DEED-RESTRICTION WHEREAS, F. Thomas Parsi, Trustee to The Third Amendment to and Restatement of The FTP Revocable Trust of 2004, u/d/t dated September 9, 2016, of 98 Hayes Road, Centerville, MA 02632, owner of 98 Hayes Road, Centerville, MA, and being shown as Lot 2 on a plan entitled "Subdivision of Land at Wequaquet Lake, Centerville, Massachusetts, belonging to William H. Hayes", Nelson Bearse, C.E., Dated July, 1937, recorded with Barnstable County Registry of Deeds in Plan Book 61, Page 85. WHEREAS, F. Thomas Parsi, Trustee of said lot has agreed with the Town of Barnstable, Board of Health, to a restriction as to-the number of bedrooms which can be included in any home built on said lot as a pre-condition of 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 compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, F. Thomas Parsi hereby places the following restriction on his above referenced land in accordance with their agreement with the Town of Barnstable, Board of Health which restriction shall run with the land and be binding upon all successors in title: 1. 98 Hayes Road, Centerville, MA may have constructed upon it a house containing no more than three (3) bedrooms. F. Thomas Parsi agrees that this shall be a permanent deed restriction Affecting the dwelling located at 98 Hayes Road, Centerville, MA and being shown as Lot 2 in Plan Book 61, Page 85. 1 For title, see Deed recorded in Book 31005, Page 233. Executed as a sealed instrument this 4r 4day of—Y&eL6 2018. Owner's signature/s COMMONWEALTH OF MASSACHUSETTS ss Dated jam 2018 Then personally geared the above named�the known to me to be the person/s who executeollowmg instrument and acknowledged the same to be their free act and deed, before me. otary i My commission expires:Ma (date) p,R D \ 1' AL Si . "9yr'PUB�;Go`�\\ BARNSTABLE REGISTRY OF DEEDS John FE Meade, Register 2 Barnstable pF IKE 1 Town of Barnstable 6A MASS. (h Board of Health I �m y MASS. � ap 1639. � Alf p µpi° 200 Main Street,Hyannis A 02601 200� M Office: 508-862-4644 FAX: 508-790-6304 Paul J.Canniff,D.M.D. Junichi Sawayanagi Donald A.Guadagnoli,M.D. January 18, 2018 Mr. Peter McEntee, P.E. Engineering Works 12 West Crossfield Road Forestdale, MA 02644 RE: 98 Hayes Road, Centerville A = 210-097 Dear Mr. McEntee, You are granted variances on behalf of your client, Myrtle Merry, to construct an onsite sewage disposal system at 98 Hayes Road, Centerville. The variances granted are as follows: 310 CMR 15.405: To construct a soil absorption system four feet above the maximum adjusted groundwater elevation, in lieu of the minimum five feet vertical separation distance required. 310 CMR 15.405: To allow for a new sleeved water service to be installed within ten (10) feet of the soil absorption system. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated December 29, 2017. Q:\WPFILES\McEnteeMerry 98 HayesRoad Variances Jan2018.docx o (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated December 29, 2017. Physical constraints at the site severely restrict the location of the septic system due to its proximity to the lake and high groundwater. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, � I unichi Sawayanagi Acting Chairman q:\WPFILES\McEnteeMerry 98 HayesRoad Variances Jan20l8.docx a ----- LOC&,TION SEWAC,E _PERMIT 1J0. _ T IW5QLLER'S U&NAE ADDRESS xf - 54ILDER ,5 ADDRESS DINTE PE.RNA1T 15SUED DATE COMPLI &MCE ISSUED : �� r� V� I � r �p1HE DATE: /(J FEE * BARNgrABLE, y MAss. h.a .5 1639. �0 , REC.BY tx,Town of Barnstable T, SCHED.DATE: 0 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION Property Address: 'A g �ay C - Q4�- 6Z 1 Vk Assessor's Map and Parcel Number: 2 i® _©_`k-? Size of Lot: ) t Za S F Wetlands Within 300 Ft. YesX Business Name: No Subdivision Name: APPLICANT'S NAME: �eke� W(5,yt' -e Pe Phone Y-77 S"3l 3 Did the owner of the property authorize you to represent him or her? Yes 4- No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: e�12 t1 (AQ ZA I_� � t � S 4zc4 Address: aAk4u0-1-0 —1 am�� 'Z Address: f�Ene G kC 0A in 7, (o 4 Phone: 56 9--7'7(—7 Z l -7 Phone: 5-0 ?-5-3 l EMAIL: (Je�2r e MLe K 4-4e �j tA.cl c c CcJ� VARIANCE FROM REGULATION(List Reg.) REASON FOR VA IANCE May attach if more space needed) tAl� l,St kGS l C 9 � 5,t e C�"ts t 5 t-c.�v-e ,� NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System LJ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 5 separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for.VA septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(to]- Title V and/or local sewage regulation variances only) Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). $95.00 variance request application fee collected (No fee for lifeguard modification renewals , grease trap variance renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 December 29, 2017 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 98 Hayes Road, Centerville, MA (Assessors Map 210, Parcel 97) Upgrade of a failed Soil Absorption System Dear members of the Board: On behalf of my client, Myrtle Merry, the following variance requests are being made for upgrade of a soil absorption system. • 310 CMR 15.405(g)&(h) — CONTENTS OF LOCAL UPGRADE APPROVAL 1 . A variance to allow new sleeved water service to be installed within 10' of S.A.S. 2. A 1' reduction to the required 5' separation between high groundwater and bottom of S.A.S., for 4' of separation. Variance requests are being made due to site constraints. Sincerely, Peter T. McEntee P.E. �J McKean, Thomas - From: Malkus, Karen Sent: Wednesday,January 10, 2018 12:08 PM To: McKean,Thomas Subject: 98 Hayes road, Centerville Hi Tom, After review of the Lake Wequaquet Watershed Delineation maps, I would recommend a tight tank,or drip dispersal SAS for the property at 98 Hayes Road. The most updated delineations by SMAST, show that the property is among several in the south side area that contribute to the lake (see blue line.) The SMAST delineation considers the most current ground water data, local topography and bathymetry. I will give you copies of the Watershed delineation maps and the more detailed view I drew from the SMAST information onto the Town property map. Best Wishes, Karen - Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(a)_town.barnstable.ma.us phone: (508) 862-4641 - - - cell: (508) 857-6558 1 v N\GN' p14 GPP M1D E G9(Sh all Ad RAC LANE veearse Pond Shubael Pond Wequaquei 4Gousebeny' Lake Pond P� O 2� 0 0.5 1 Miles r JQ2� �J ( Map Legend Parcels within 300'Buffened Zone Parcels within Watershed Boundaries Other Base Map Features Wequaquet Lake(Main Partion) Bearse Pond / Major Roads Wequaquat Lake(South Portion) IF J Gooseberry Pond ter Bodies E II Gooseberry Pond ShMwv Pontl O Patel Lines Bearse Pond WeWa9vet Late(M aln Potion) � 0 WeWaquet Late Watershed Boundaries y `�9SS tCH Us ff Shallow Pond Wequaquet Late(South Portion) 300Buttered Zons Out—cl from Water Sodas i Bearse Pond,Shallow Pond,Gooseberry Pond, Wequaquet Lake ain S.South Pardons) CAPE OD DOWNORADIEM COMMISSION Figure III-1. Lake Wequaquet Watershed Delineation Outer boundaries of delineation are based on the Massachusetts Estuaries Project delineation for the Centerville River(Howes and others, 2006). Interior basin subwatersheds are based on previous analyses in the area (e.g., Eichner and others, 1998), evaluation of similar land forms on Cape Cod and best professional judgment. Parcels within 300 ft of the shoreline and within the watershed of each basin are assigned darker colors, while the other parcels in the watershed are assigned a lighter version of the same color. Parcels within 300 ft, but on downgradient or discharging shorelines (indicated by red), are all assigned the same color regardless of basin. Lake Wequaquet Water Quality Assessment 6 Final Report,January 2009 i e 0 b Study Area Legend m' Q IEP/KV- 1988 CCC- 1998 0 0.25 0.5 1 Miles SMAST-current Figure III-2. Historic and Current Watershed Delineations for Lake Wequaquet Previous and current watershed delineations for Lake Wequaquet are shown: 1988 delineation from the diagnostic/feasibility study (IEP/KV, 1988), 1998 Cape Cod Commission version from Lake Wequaquet water level study (Eichner and others, 1998) and the current delineation for this report. Lake Wequaquet Water Quality Assessment 7 Final Report,January 2008 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 December 29, 2017 Re: 98 Hayes Road, Centerville, MA (Assessors Map 210, Parcel 97) Upgrade of a failed Soil Absorption System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(g)&(h) — CONTENTS OF LOCAL UPGRADE APPROVAL 1. A variance to allow new sleeved water service to be installed within 10' of S.A.S. 2. A 1' reduction to the required 5' separation between high groundwater and bottom of S.A.S., for 4' of separation. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, January 16, 2018, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room — 2nd floor 367 Main Street, Hyannis, MA �erely, Peter T. McEntee P.E. of Town of Barnstable P# ' Department of Regulatory services Public Health Division Date 17 �p i639 gym$ 200 Main Street,Hyannis MA 02601 Date Scheduled Time v Fee Pd. t. Spoil Suitabz� ty',A,ssessment,for >�'e age Disposal , z Performed By: T`��(` M C.�h .e 6 1�`�"C_ Witnessed By: LOCATION & GENERAL INFORMATION Location Address C1 K 'A(�u4-e,S V-A Owner's Name M r. Vt Mt(Y l Ge✓�}-��v t 11 e Address 9 N a y2s C-4 Cen .Mid AA t� QZ Assessor's Map/Pareck. Z 1 l3 G Engineer°s Name NEW GONSTRU,rC�TI�ON REPAIR _ I`elephone# j Q 7 —j 3 I`3 Land Use I`—r S i� y� (� Slopes(�Yo) `4_ ;Surface Stones �a ,? /J / VV Distances from: Open Water Body._L Q�!— .ft Possible Wet Area -ft. Drinking Water Well ( _V ft Drainage Way ft Property Line L_ft Other ft SKETCH:(Streername,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) 5� VV-JA 7 Parent.material(geologic) Depth to Bedrock u �� Depth to Groundwater. Standing Water in Hole: -7 1 FQ). Weeping from nit}IBC Estimated Seasonal High Groundwater J r 2 1EQ 3 Li ,F 6-0 is V, r-2tL U"rQAJ DETERMINATION FOR SEASONAL HIGH WATER TABLE, Method Used: Depth Observed standing in obs.hole: —"__ _ in, Depth to Sol]Mottlev. Depth to weeping from side of:obs.hole: in, Groundwater Adjustment ft. Index Well#_ Reading Date: Index Well level, _ Ad_l,Pictor �� Adj,Groundwater Level.— PERCOLATION TEST Mute Tone ._ Observation i Hole# , Time at(Y l _T M' ^ , Depth of Pere 2 Mrne at 6" Start Pre-soak Time @ 'Time(9"-6") 2� g� 6" End Pre-soak Rate Min./Inch. Site Suitability Assessment: Site Passed V Site Failed:. Additional Testing Needed(Y/N) Original: Public Health.Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100',of wetland,you must first notify the Barnstable Conservation.Division at least one(1) week prior to beginning. Q:ISEPTIC�PERCFORM.DOC - DEEP,OBSERVATION HOLE LOG Hole#_ Depth from 'Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. on i ten %` ravel 6-6 Loa , rZi 17, eA -DEEP OBSERITATION DOLE LOG Hole# -Z, Depth•from Soil Horizon Soil Texture Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. F) i 2 3 i J "'rnq!�K SvVJ 31 -109 L ME4 , Sam 2tS-,'-( DEEP OBSERVATION HOLE LO'G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnitec %,Gravel) DEEP OBSERVATION HOLE LOG Hole.# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders- Consist n " ra y e- 4 Flood Insurance Rate lYlan: Above 500 year flood boundary No_ Yes Within 500;year boundary No Yes Within 100 year flood boundary No—1.2?_ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious 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? t, Certification 1 certify.that on Al 5� _(date)I have passed the soil evaluator examination approved by,the Department.of Envir.onmental Protection and that the above analysis was performed by me consistent with the required training.,expertise and experience described in 310 CM, R 15.017. Signature ���. V"` Date Q;\SePTIC\p RCFORM.DOC C ON m No......J................. Fim..QN/..':•�"' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .... 1. ...OF..... ....�� Y..�l... Appliratinn -fur I ipatiai Workii Tomitrnrtinn Vamit Application is hereb made for a Permit to Construct or Repair individual Sewage Disposal Y ( ) P ( ) b P #.T ystem at: ,- --------•- •-•- ° Lo �'!------ -------------- ............... .�------ ation-Address or Lot No. r ¢ al 0 (3I(I - --•- � ' ----------•O-w n--e--------------•---------------------------- ---•-----------------------•-----•----•-------A-d--d-r--e-s-s--••----•------------------------------•--- ------ � taller Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) riq Other—Type of Building ............................ No. of persons.-._____----_______--____.-_ Showers ( ) — Cafeteria ( ) Q' Other fixtures Q -, W Design Flow............................................gallons per person per day. Total daily flow.........................................---gallons. WSeptic Tank—Liquid capacity-_-.-._-__-gallons Length---------------- Width..............._ Diameter........._...... Depth................ x Disposal Trench—No_ ____________________ Width_____-_-_-.__---_-__ Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No-_------------------ Diameter-------------------- Depth below inlet----------_......... Total leaching area-------.----------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by____________.............................................................. Date----•-------------------------_-----._.. Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water-..-_----._-_-_._.--.-_. rzq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------.--..-_--.__. -------------------------------------•-----••--•-•-•---•-•--•-•--•----•-....__...---•--•-•-----•----......................................................... 0 Description of Soil------------------------------------------------------------------------------------------------------------------------------------------------------------------------ x ------------- ------- --------------------•-----.....-----.-..-----•----------•------------------------- -•--- r ---- ---- --------- - - - ------ --- U Nature of Pe pairs or Alt ati ns—Answe�, whhen a livable._ ✓1 .. d"__ �'4 9 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article lI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een ssued bDV,the board of healt / Sign r .!GLr.c- r . ` -------/6--��� Date av Application Approved By...... ---- ' 1J� Date Application Disapproved for the following reasons_______________ __________ ._... --------------•-• -••••••-•-....•-•--••---•-•-•-••------------•----•--...---•-----•••-•-•-•-----•-•-•---.. I', !�...................... Date PermitNo......................................................... Issued.-�-• -- --------.._...- ��►�_��._��. ����_����.�.._,..-�.._.. Date Y • { FEE.. No.--•-• •• �m... " ^ THE COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH ` Appliratiuu for Di.spviial Works Totuitrurtiuu Permit Application is hereby made for a Permit..to Construct ( ) or Repair ( ndividual Sewage Disposal r'System at - � �� L,oca,QionAddres,----a---=- -V�.............. .r/.. or Lot No., • W Own Address ..........................•...... staller i Address Q Type of Building �- Size Lot_________________-----------Sq. feet Dwelling—No. of Bedrooms.............:...............................Expansion Attie (" ) Garbage Grinder ( ) Other—Type of Building ____________________________ No. of persons---------------------------- -Showers ( ) — Cafeteria ( ) A' Other fixtures ------------------------------------------------------- W Design Flow..................................1�.........gallons per person per day Total daily flow.................. ---------------- WSeptic "lank—Liquid capacity --__ gallons Length .............. VVldth Dilrraeter____ _. :...__ Deprilt".------------- x Disposal Trench—No. .......... Width__________________ Total Length _-..___-- Total leaching area---------------------sq. ft. Seepage Pit No--------------------- Dtat7teter Depth below inlet .....u ....... Total leac>1 trea__ sq. it. z Other Distribution box ( ) .N.` Dosing tank T ~' Percolation Test Results Performed'by _._-... ...._... _________________________ ---__...... Date------------------------------ - Test Pit No. L_______________minutes per inch Depth of Test Pit.......... :_::Depth-to'"groundwtter....________.__._... 44 Test Pit No. 2-----------------minutes per.;in�li Depth°'of.,L'est Pit................._. Depth to ground water�_-.---- ................................... - Description of Soil --------------------•- -----. ;._ -•---- x U ---- ----- W -------------- - �;.. .x U Nature of Repairs or, Al atjons—Answe won a licable _._, ._._... d" d Agreement The, undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary ode1,— The undersigned further agrees not to place the system in' operation until a Certificate of Compliance has een ssued b the board of 1ealp ' D to Application Approved By.__.... --- ---- ------- -- ----•-••••. { f• - d%-----�,� .;,.. Date r Application Disapproved for the following reasons____________ _________ 4--------------------------------------- ............................................. _ ......... ......• -•-------•-•----------------------•------•-----------• --- --- Date _.. Permit No. Issued.. "--------------•--- Date" p THE COMMONWEAL 11_,OF MASSACHUSETTS BOARD FLTH `1 .. ...I......OF..... ., a _ �r fir tr:xf (taut I aurr TH IS T CE I FY;That th dividual Sewage Disposal 'System constructed}'('' ),+°orl-Repaired ( ) by ,. y a_-1, ------- .......................................... l ' has been installed ' accordance w h the provisions of 1 o T e State Sanitary Code as d scribecLiu-the 71 ' ,2 7 application for Disposal Works Construction Permit No. _____ ................................ dated ..........— ............. ................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE COktTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FUNCT16N SATISFACTORY::' °'•+ DATE----•---•.................................................. •----------------------------- Inspector....................................................................... ........... TH'E,:.qOMMONWEALTH OF MASSACHUSETTS t 7 s F•. w , 801 ARD HEA f lr......................OF... .. ........---....... .......................... No.--�- --•------- FEE__ 1 t. i� utt!A17 k� tiuPermission is hereby grante --- ----- ------------------- 3 to',Constru ) or Re air (` ividual Se a ispo; - i - -- ---- ------: ! /I V / i as,shown on the app' ation for Disposal Works Construction Permit,N --_--- _____ ated__1..................................... �� Board of E3�dltla r• DATE.. J._ .. .f ---------------- s7 t.• // fr'3 ' FORM 1255"`HOBBS & WARREN. INC.. PUBLISHERS ' _ r, LEGEND i ' Locus —— 10 —— EXISTING CONTOUR ' x 100.98 EXISTING SPOT GRADE ;' 40 WeRua ;PROPOSED CONTOUR r Lake ' 41I PROPOSED SPOT GRADE - H.+I-- OVERHEAD WIRES PB 67-PG 85 G EXISTING GAS SERVICE W EXISTING WATER SERVICEIB 6.98 O INLAND BANK e°c`�a lo�P Dr �I TEST PIT v Pi Ra u $ BENCHMARK o Lake Wegvagvet Great Marsh Rd c 0 5 8 .`cce'1 R°ate ao 2 04,3 28 Qr est St M� WATER SURFACE 12/6/17 Route °r� X IB 4,49 34.56 i 34.08 edge of Woter......•..... - LOCUS MAP IB NOT TO SCALE _ B NK o 34,90p``IB_OF IB INLAND A (0 34.47 X 35.34 N CBdh fnd + 36.73 � LOT 2 i 14,820 ±SF `) PARCEL ID: 210-097 1 37.67 � 37.35 �----- 38_ � ` 50' BUFFER——--—' o Q, X 39,14 —— 1 N .- 1 00 u - 39.89 BENCHMARK p— ORANGE PAINT A T MARK A T to X X4014 39.91 3 COR. OF GENERATOR PAD EL.=40.02 0 N EXIS71NG 00 ( HOUSE(#98) 40.01 TOF=40.3f1 0000 .__ .� `�♦ I PATIO N EX.SEWER x `39,98 -- �NV._39-pp 40,06UFFE� 39, 5 10���' INSTALL A 40 MIL POLY LINER TOP OF LINER, EL.=39.8 39.03 v 3 EX.SEWER I BOTT. OF LINER, EL.=37.8 40 0 INV.=38.i7 b �1 EXISTING FLOW DIFFUSORS \\ LAM I I OVERFLOW TO CESSPOOL \ \ � �� 39.1/ 40.0 X (PER AS-BOIL T) \ \ TO BE ABANDONED IN PLACE \ \ O IN PROPOSED SEPTIC TANK & 39.55 \ — I PUMP CHAMBER COMBINATION \ I X 39. (1500/500 GALLON) �3' PR; r:p3i t,:. SHED �.w .:G::. �. EXISTING CESSPOOL 39,91 (APPROXIMA TE) 39 li O �:'. N 0.12 .10 :i_D_ TP. 1 TO BE PUMPED, FILLED WITH i P SAND AND ABANDONED, OR ' +` Icoi. ;ao c�co I G MUNI ING WELL REMO I/ED I i o'. 10 ,ram •�. U 18' 39.24 PROPOSED SLEEVED 9 %DRII/EWAY:.. WATER SERVICE of ��1.43. 40,0 ': EREMO E & REPLACE WATER CE STRIPOUT BOUNDARY R, (TO "C" HORIZON) _ .40,26 Y� 39,83 po�P Genf �O 40,18 of MAss9�y 4D o PETER T. 40.52 McENTEE CIVIL No. 35109 PROPOSED SEPTIC SYSTEM UPGRADE PLAN FLOOD ZONE DESIGNATION 98 HAYES ROAD, CENTERVILLE, MA NON HAZAD LI Z�t t� Prepared for: Myrtle Merry, 98 Hayes Road, Centerville, MA 02632 WETLAND CONSULTANT MARSH MATTERS ENVIRONMENTAL OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. P.O: BOX 554 MERRY, MYRTLE M Engineering Works, Inc. 1"=20' P.T.M. 293-17 FORESTDALE, MA 02644 98 HAYES ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 978-434-1228 CENTERVILLE, MA 02632 (508) 477-5313 12/29/17 P.T.M. 1 Of 3 I PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL PROVIDE RISERS WITH APPROVED FRAMES & COVERS PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1. OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL WATERTIGHT RISER & TOP OF LINER, EL.=39.8 GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=37.8 SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.) T.O.F.=40.3t F.G. EL: 41.1 t F.G. EL=40.6 to 41.0t F.G. EL.=39.7t F.G. EL=39.8t PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE MIN. OVER S.A.S. EXISTING SLACK TO REMOVE PUMP (MIN.) 4" DIAM. INSPECTION PORT, L =22'(MAX.) 2" SCH 40 PVC L = 18'(MAX) 18' x 25' LEACHING FIELD W/3-4" PERFORATED IN S.A.S., SOLID ® S=1� (MIN.}) TOP EL.=38.82 ABOVE S.A.S., WITH SCREW CAP 4"SCH 0 PVC PROVIDE ALRBENDSLOCKS ®"SCH 0 VC SET TO WITHIN 3' OF GRADE. s 6. a CAPPED ENDS 10 14 10' MAX. G.W. EL. 34.8 TEg'S ARE TO 8E 725' OF PERF. PIPE = 0.5% I ( ) INVERT 4 SCH 4o PVC INV.=39.7 -I INV. EL.=39.30 END INV.=39.51 =37.73 ff j STANDING PROPOSED D-BOXEFFECTIVE LENGTH (zneEL oa Eouu) G.W. EL. 33.4 3 OUTLETS (MIN.) RPTION SYSTEM (PROFILE) in INV.=37.48t INV.=39.43 CONNECT TO EXISTING INV.=37.48 SEWER OUTLETS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET INV.=38.17t TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER (LOWEST) SHALL BE INSPECTED AND CLEANED ANNUALLY. (See Pump Detail, Sheet 3 of 3) ESTABLISH VEGETATIVE COVER 1500/500 GALLON SEPTIC TANK/PUMP CHAMBER FINISH GRADE NOTES: H-10 TANK EL.=40.6t APPROVED 1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET BREAKOUT ELEV.=39.8 . '"'`" '`, ''•-":`.y'> `•:' '� .:'��.;',. FILTER FABRIC LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED EL.=39.7(END) - 6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). BOTTOM ELEV.=38.80 3/4'-1 1/2' DOUBLE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' MIN. SEPARATION TO G.W. 3 6' W 3. WASHED STONE 3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". (WITH VARIANCE) 7 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS AND 4 OF NATURALLY 18' EFFECTIVE WIDTH PRIOR TO CONSTRUCTION. OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTION) EST. HIGH G.W. EL: 34.8 (MAX. LAKE WATER SURFACE) SEPTIC SYSTEM PROFILE L �zz EXIS NG/ GENERAL NOTES: HOUSE(#98) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. except as requested below: -310 CMR 15.405(1)(g)&(h): CONTENTS OF LOCAL UPGRADE APPROVAL S� 1) A reduction in the 10' separation requirement, S.A.S. to water �, service, to allow new sleeved water service within 10' of S.A.S. 2) A 1' reduction to the required separation between adjusted high groundwater and bottom of S.A.S., for 4' of separation. 3. THE SEWAGE DISPOSAL SYSTEM. SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. (A- �gro 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN N ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NGVD (LAKE DATUM). I i 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF to HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I y 0 'Ln 7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. I N 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SEPTIC LAYOUT AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SOIL LOG CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DATE: DECEMBER 6, 2017 (REF. P#15546) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL EVALUATOR: PETER McENTEE SE#1542 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE WITNESS: DONALD DESMARAIS RS HEALTH AGENT INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THE SEPTIC IS NOT RESPONSIBLE ANYTS NOT UNDTHEOCUMENTED EXISTING ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH 40.0 0" 40.1 0" 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND FILL FILL IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 39.5 A LOAMY SAND 6 39.6 A 6" LOAMY SAND 10YR 4/2 10YR 4/2 1 39.0 12" 39.1 12" DESIGN CRITERIA B LOAMY SAND B LOAMY SAND 10YR 5/4 10YR 5/4 37.5 30" 37.5 31" NUMBER OF BEDROOMS: 3 C PERC C SOIL TEXTURAL CLASS: CLASS I M 24"/42"ED. SAND MED. SAND DESIGN PERCOLATION RATE: <2 MIN/IN 2.5Y 6/4 2.5Y 6/4 DAILY FLOW: 330 GPD 34.8 HIGH G.W. _ 34.8 HIGH G.W. -_ DESIGN FLOW: 330 GPD MAX. LAKE MAX. LAKE GARBAGE GRINDER: NO WATER SURFACE WATER SURFACE LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 33.4 STDG. G.W. z 79" 33.4 STDG. G.W. _ 80"31.0 108" 31.1 108" .74 GPD/SF PERC RATE: <2 MIN./IN. STANDING GROUNDWATER, EL.=33.4 PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-10 CURRENT LAKE WATER SURFACE, EL.=34.1 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 MAXIMUM WATER SURFACE, 34.8 PROPOSED SEPTIC SYSTEM UPGRADE PLAN INSTALL AN 1 s' x 25' LEACH FIELD SIDEWALL AREA: NOT APPLICABLE 98 HAYES ROAD, CENTERVILLE, MA BOTTOM AREA: 18' x 25' = 450 S.F. Prepared for: Myrtle Merry, 98 Hayes Road, Centerville, MA 02632 TOTAL AREA:.....................................450 S.F. Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 293-17 LEACHING CAPACITY = 0.74 GPD/SF x 450 SF = 333.0 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/29/17 P.T.M. 2 of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. / 1.760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK TO REMOVE PUMP INV.(IN)=37.48 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) ALARM ON EL: 34.99 PUMP ON EL: 34.82 2" 90- ELBOW W/ 1/4" WEEP HOLE FOR SELF-DRAINING FORCE MAIN PUMP OFF EL: 34.15 18 16" 2" SWING CHECK VALVE BOTTOM OF PUMP CHAMBER 1 8" 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 33.15 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2- WIDE ANGLE FLOATS: 4 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NOA: PUMP ON/OFF (BARNES 073618) BARNES SEV SERIES PUMP .5 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) 2" DISCHARGE PASSING 2" SOLIDS PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT THROUGH WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 PUMP DETAIL N.T.S. L120BD. CL. RM.SF CL BD.RM. DEN LIVING 140 SF ROOM L HALL 20" DIA. COVERS CL. MSTR. (TYP.) FKIT. BATH BD.RM. MAIN BH 1-- o [_ _F I— ENTRY m 0 I I I I li 8 ( 320 SF CL. A I 1 1 l i I A ENTRY FLOOR PLAN I + II — � I- - - -I-I - - = —� 1-4" POLYSEAL INLET 3-4" POLYSEAL OUTLETS 15" 4" KNOCKOUTS PLAN VIEW 1 3/4" (TYP.) 4"(8" H-20) 20" DIA. COVERS ICKj I cal 5 i \ ., .' • - 0 l 2^ °I° - 5'-8" :` 4" OUTLET 4" INLET KNOCKJS SECTION 3" SPECIFICATIONS PLAN (6-'2" H-20) 4„ t KNOCKOUTS 4'7" 1.) CONCRETE STRENGTH 4,000 PSI ® 28 DAYS. 4'-3" SUPPORT (SEE NOTE 3)/ 4'9" H-20) 2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81 f' BEAMS LIQUID 3.) REINFORCEMENT PER ASTM C1227-93 (4'-5" H-20) COMPARTMENT (�) LEVEL ALL AVAILABL :' 4.) 15" RISER SECTIONS AVAILABLE 7777 .... - DB-3 5„ DISTRIBUTION BOX: 3 OUTLET 4"(6" H-20) WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 CROSS SECTION A-A AT of H-10: 18,852 LBS. WT of H-20 24,721 LBS. BUOYANCY CALCULATIONS H-10 SEPTIC TANK/PUMP CHAMBER SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. BOTTOM OF UNIT EL.= 33.15 HIGH GROUNDWATER EL.=34.8 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. BUOYANCY FORCE PER FOOT OF DEPTH: 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN 12.2' x 6.7' x 1' x 62.4 Ibs./cu.ft. = 5100.E lbs. MAX. DISPLACEMENT = 34.8' - 33.15' = 1.65' 4.) REINFORCEMENT PER ASTM C1227-93. MAX. UPLIFT PRESSURE = 1.65' x 5100.6 Ibs/ft = 8416 Ibs. 5.) ALSO AVAILABLE IN H-20 LOADING. WEIGHT OF UNIT EMPTY = 18,852 Ibs. 6) PRVIDE POLYMER WATERPROOF COATING 18,852 Ibs > 8416 Ibs O.K. H-10 SEPTIC TANK/PUMP CHAMBER 1500/500 DOSING & STORAGE REQUIREMENTS WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 DESIGN FLOW: 330 GPD DOSING REQUIRED: 330 —' 4/=82 5S GADLLONS/CYCLE PROPOSED SEPTIC SYSTEM UPGRADE PLAN DISTANCE REQUIRED BETWEEN PUMP 98 HAYES ROAD, CENTERVILLE, MA ON AND PUMP OFF FLOATS: 82.5 GAL/CYCLE _ 125 GAL/FT = 0.66 FT/CYCLE (USE 8") Prepared for: Myrtle Merry, 98 Hayes Road, Centerville, MA 02632 STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Engineering by: SCALE DRAWN JOB. NO. STORAGE PROVIDED: Engineering Works, Inc. N.T.S. P.T.M. 293-1 7 INV.(IN) EL: 37.48 - PUMP ON EL: 34.82 = 2.66' 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED STORAGE PROVIDED = 2.66' x 125 GAL/FT = 332.5 GALLONS (508) 477-5313 12/29/17 P.T.M. 3 Of 3 25'-I I" 24'-4" REINFORCE FOUNDATION 5'-21 6" 1 3'-108" 5'-21 6" WALL A5 REQ'D TO MAINTAIN 4'-0" BELOW GRADE a N HJ HJ a Q a � o 0 I I I I CL O Q+ O I I I I I I I C v� C7 � I I I I BEDROOM 2 ct 00 I I I I E B �4\ CL Q x N j LIVINGIROOM j j S bN I I I I DINING ROOM CL Ittl � U I I I I c�j I I I I N I I I I MUDROOM I I I I I I I I I I i REF W/D. B i REINFORCE FOUNDATION UP WALL A5 REQ'D TO KITCHEN UP QS MAINTAIN 4'-0" BELOW O L GRADE i C >,,/ 3-O x 6-8 W o B B Z a 17-1 I CL 0 B BA2 M 1 ST FLOOR PLAN w TOTAL FINISHED SPACE = 1201 S.F. m SMOKE DETECTOR - QC CARBON MONOXIDE DETECTOR C BEDROOM I i i OFM S i Z� ROBE T G IS 1R. r iv o UCTtR L -+ P No. 13834o N S 3'-2" 5'-I I" 3'-2" FOSS/ONALE�G SCALE: 3/16" = 1'-011 12'-3" •n• DRAWN BY: CBH DATE: 3/3/20 24'-4" U N EFG EFG a Q N 0 o MASTER BEDROOM PI o\ z 4 K J K I ON Uj �✓1 �, �p ct 00 DN m k -1 U b D N 2-6 x 6-B >< 2-6 x AN D N o _ o L? WIC a MASTER BATH W 14'-42" 0 8'-I I" u, W A A W � U p O � Z 2ND FLOOR PLAN ° U W r� TOTAL FINISHED SPACE = 591 S.F. —� 00 SMOKE DETECTOR a, �C CARBON MONOXIDE DETECTOR Z� C W. NIS JR. RUCTURAL y No. 13834 8/ANAL ENG\ scALE: m 3/16" = 1'-0" DRAWN BY: CBH DATE: 3/3/20 1-1/8"X 14" TJ RIM BOARD 24'-4" U N � M Q � N I I I I p I i I I CL P1 I I I I I/F Z c 0 I I f I I I I I B gD7 0 1 2 W c 0o00 I I I I DIN NG RO M CL O I AT X 14" TJ RIM BOARD l > j LIVING]ROOM i I oj\ I I I I CL I--I N I I I I MUDR"0 1 I I I I I I I I P,EF /D K C ca B .Th a ----, o o -- - w Pi � w I-1/8 X 14" TJ RIM BOARD U . �+ CL BATH W 2 U O 2ND FLOOR FRAMING PLAN PT 00 BEDROOM I OF 02� E T IS JR. ` o S UCTURAL —+ o. 13834 y $ IS FSS/ONAL ENG\ SCALE: 3/16" = 1'-0" DRAWN BY: CBH DATE: 3/3/20