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Home My WebLink About1825 MAIN ST./RTE 6A(BARN.) - Health 1825 Main Street .. JWest Barnstable • .0 11 - - a. art. _ r TOWN OF BARNSTABLE LOCATION i�� f�tr SEWAGE# 46 13D VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. :G. SEPTIC TANK CAPACITY 440 LEACHING FACILITY:(type) (size) ��- S'. �• NO.OF BEDROOMS , 3 _=�L— - OWNER�L' -d�L PERMIT DATE: 10 -1 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) `7 5- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) -N& Feet FURNISHED BY 26 i 4�;�e �� . �o �.; ,� � - _ , -- �� .��,:.; t l ,. � �.. _�- 3 `^� e No. LZ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN F O O BARNSTABLE MASSACHUSETTS ZippliLatlon for ]Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(�,- pira6( ), Abandon( ) .Complete System ❑Individual Components Location Address or Lot No. is-aI (a(,z&&,q Owner's Name,Address,and Tel.No. Assessor's Map/Parcel e3/1-) ftu i) Installer's Name Ad�lress, nd Tel.No. �� gnUS' ¢ Dnesi er's Name Address and Tel.No. ' i��lotCu G� tYvc�T�r�'1C •,Vt9 , PO,&Yt 20Y NAM&6 Atd4 U to ' . ow, Type of Building: Dwelling No.of Bedrooms 13 Lot Size �� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 337 gpd Plan Date 3 9��D[g Number of sheets / qq //�� Revision Date1 )a o�p/� Title Jri' �57 � P 6A11 "A � 612 803AW1 (t.(-2:0 &A to Size of Septic Tank /6'a3ad Np Type of S.A.S.d S?a^ t x 9�6 iv Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in. accordance with the provisions of Title 5 of the Environmental Code, n o place the system in operation until a Certificate of Compliance has been issued by this Board of Healt ` Date /O Signed 3Cf2 Application Approved by Date �L'Y 3 Application Disapproved by Date for the following reasons Permit No. Date Issued 130 .� — } No. �i-�{6 )o Fee �u v THE COMMONWEALTTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC'HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS tip plication for MisposaI pstem Construction Permit Application for a Permit to Construct( ) Repair( , -ea( 1 Abandon( ) Complete System ❑Individual Components 4 Location Address or Lot No. lsgcs- A0(ik&,4 Owner's Name,Address,and Tel.No. Q47g•;X16-x/60�G. Assessor's Map/Parcela 1r) / o7 a �' t Sd�R 353 Installer's Name,Address,and Tel.No. � Designer's Name,Address,and Tel.No. ja5't,�/ Cac 4alaC� C'u a4-fvc �r� ?C <� Do wn 0 �'��neat" rc P6, 8o 90t/ /titIjAd q AJ 1&,, 0,-) Type of Building: /I t Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) -w Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date 401? Number of sheets / Revision Date 6pclt/w la ao/g Title 1 i ( R� 5' �'�. D�a n%r {� �Sa"� ba Lr/� � &A 4,,n 4 e .It r Size of Septic Tank I SUOad V P Type of S.A.S.a- ZJ C. x Description of Soil 6" r d' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i"n accordance with the provisions of Title 5 of the Environmental Code,and n'""otsto place the system in, ration until a Certificate of Compliance has been issued by this Board of Healt Signed( — - Date -O/.gym' zP Application Approved by \ �� Date Application Disapproved by - - Date for the following reasons -s Permit NO. ..� (J Date Issued !�� 3 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance _. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( _at -18X5 80A, LA I,t1.• &A3,A�n has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No.- /-�- -'dated Installer &kold7tL Of"Pc-�-�-�,�';�...lffl�l f1G Designer tml.f�.,t10 4r.ytQOAtW T,-rY- t.ram #bedrooms Approved design flow god The issuance of this permit shall not be construed as a guarantee that the system•-wi`YI'fiuiction'�ig,e Date Inspectar— ..,.. No ---- - XI 0'.. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -.BARNSTABLE,MASSACHUSETTS Misposal,6pstpm Construction Vermit Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon( ) System located at n n t f e 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 w"thin three years of the date of this ermit. Date ��,j Approved by i -29-2019 02:01 From: To:15087906304 Paae:1,,1 Town of-Barnstable. oR plc Regulatory►SelCVkeS - 7I'homme F.Geilo r,Director Fu blic Health Bivi lion a Thomas McKean,Director 200 Main Sheet,Hyannis,M&02601 . Office: S68462A644 Fax: 508-790-6304 hags Aer&Dedgna Cert ication Form Date: Sewage JPermit# 07018 330 Assess®�r'a MapkFarCe1 LP44 ' D.estmer: DOWN (l pgGQu: war UTTI. CAN" [OR Address: q N1 �-��i' --_ �4dda�ess: _ 0 '70q `/ARMot1n+ Port. �1� oraP�' WfPN4 MfU---, MA 024gg on: (0 r was issued a permit to install a (date) (installer) septic system at_1B251 eDOM &8 13A&MLEbased oiL a design drawn by (address) �? P� DAALA PE dazed 121 Za i8 (designer) . I certify that the septic system referenced above was installed-substaniidlly according to the design,wbich may include minor approved changes such as lateral relpcation of fhe distribution bog and/or septic tank. I certify that the septic syst= referenced above was installed with major changes (ie. greater than 10'lateral relocation of the SAS or any vertical relocation of any component Of the septic but in accordance wifh State&Local Regvlations. Plan revision or cert>fi Wilt to follow. OANIELA. G OJALA (installer's igaaf=) CIVIL N No.46602 ' FsS'ONAI.CIC w (Demgnei'8 Signature)' (Affix signer's xere) FLEAM RETURN TO INUABLE pt7 L-IC MAILTH OPT. C�i.RTMCATT OF COMMA TCP WaL NOT BE TS-=D UNI, PM TMS FORM AM AS-MWr CARD AU RECEIVED BY THE BAItPTST&NA 1e[T MC.EkvTU DIVISION. TRAIMYOU. Q:Hulth/Saptic/Deaigncr Cm ifioation Form 3-2&04,doe 2.9< 560 P:E3i 25 9 0`fir7951 r ' I DEED RESTRICTION WHEREAS, a✓dC �l. S,r.�,� of n O ' ,6Dy 3 h '3 ners name) W� 0" U t 1&4164/�L6 MA (address) is the owner of 5 40 located i at �LoL� Vd dryLo�a��2 s MA(hereinafter referred to as i s and being shown qn a plan entitled "Subdivision of Land in GU,¢a , (3q.,,rAAab MA, Property of 10r►u Sa,10. Die, et al, duly recorded in Barnstable County Registry of Deeds in Plan Book Page �5` ; i Or on Land Court Plan Number WHEREAS, as the owner of said lot has (owners 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; I 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 15.200, State Environmental Code, Title V, Minimum Requirements for 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, I I I { f Bk 31560 Pg260 #47951 A NOW,THEREFORE, does hereby place the (owner's name) i 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. 1 ko Lkfe 6R may have constructed (address) upon the lot a house containing no more than _nee- (3) bedrooms. O•P."a'd T. Se.4wo"-1, agrees that this shall be permanent deed (owner's name) i restriction affecting located on MA, and being shown on the plan recorded in Plan Book /�, Paged Or on Land Court Plan i For title of see the following deed: Book 163,E , Page q6 Or Land Court Certificate of Title Number i Executed as a sealed instrument day of i I Owner ignature } Owner's signature Owner's signature i COMMONWEALTH OF MASSACHUSETTS r `�. i �U', ss 20 Then perso lly_a peared the ab�ovg-named known to me to be the person who executed the foregoing instrument and i acknowledged. I the same to be Y�i' free act and deed, before me, P Ns Notary (i Publicy5oµzo+RFs� �.QVo yF My commisVo eTi�7• U'0 = I (date) BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register j i i i I k i i i i �, � � � 'S 0 (? - � �, �' � � ; � � �N a �, � � �� - - o �� i� � -- � � z � � !� ®- �, � � _ _ _ � �. �s � . �� N `� � � � � �{ I i I }�l �J I _ _ Town of Barnstable Barnstable moo„ Board 'of Health : .aaxsTABM 200 Main StrLt,.Hyannis MA 02601 O D, 9 Kass. �,e►1639.p� rO 2007 ' Paul-J.Canniff,D.M.D. Office:508-862-4644 Donald A.Guadagnoli,AD FAX: 508-790-6304 John T.Norman Tom Lee,Alternate t BOARD OF HEALTH MEETING RESULTS Tuesday, August 28, 2018 at 3:00 PM Town Hall, Hearing Room 367,Main Street, 2"d Floor, Hyannis, MA I Mark Ells, Town Manager - Update on Town Sewer Projects Mark Ells, Town Manager, presented the status of the Town sewer projects and improvements underway to improve the saltwater estuary zone. He asked that the Board re-evaluate their interim saltwater estuary regulation. II. Public Comment Cheryl Powell spoke to the Board to share her dissatisfaction of the procedure for her.septic system abandonment inspection: III. Hearing - Food: k . Ms. Hye Suk Olden, owner—Annie's Frozen Yogurt at Cape Cod Mall.- 793 lyannough Road, Hyannis, operating without a certified food protection manager on site during multiple inspection dates. ONE MONTH EXTENSION GRANTED WITH CONDITIONS. John Doyle represented the owner. The Board voted to extend the permit for one more month with the following conditions: 1) the staff.will take the next available course for servsafe (in September), and 2) the owner must be on site and available to cover,shifts - until she has someone else on site.with a servsafe certificate. IV: Variance — Septic: A. Daniel Ojala, Down Cape Engineering, representing Carol Pillsbury, owner - .38 Harbor Hills Road, Centerville,.Map/Parcel 247-072,-9,185 square feet parcel, failed septic system, requesting three setback variances. GRANTED - No Conditions. ,The Board voted to grant the three setback variances on the July 26, 2018 plan meeting maximum feasible compliance, with no conditions. - Page 1 of 4 BOH 8/28/18 B. Daniel Ojala, Down Cape Engineering, representing Gerard Schwach, owner— 1825 Route 6A (Main Street), West Barnstable, Map/Parcel 217-001, 8,474 square feet parcel, failed septic system, requesting three setback to well variances. GRANTED WITH CONDITIONS. The Board voted to grant the three variances with the following conditions: 1) the plan will be revised to show the direction of flow of the groundwater, 2) a three-bedroom deed restriction will be recorded with the Barnstable County Registry of Deeds and a copy submitted to the Health Division, 3) the tank be a 1,500 gallon tank and be coated and wrapped (to obtain a tight seal) and 4) the engineer will alter the location of the SAS slightly for approximately two additional feet of separation to the neighbor's well. (Unanimously, voted in favor.) C. Dan Ojala, Down Cape Engineering, representing Ronald and Penny Mattes,. potential buyers of property owned by Charles and Charlotte Collins — 105 Bayberry Lane, Barnstable, Map/Parcel 335-038, 32, 715 square feet parcel, new construction, requesting three variances. GRANTED WITH CONDITIONS. The Board voted to grant the variances with the following conditions: 1) record a three- bedroom deed restriction at the Barnstable County Registry of Deeds and supply the Health Division with a copy, and 2) minor correction to be made on the tank elevations at inlet and outlet and staff will review the correction prior to installation. (Unanimously, voted in favor.) D. Peter McEntee, Engineering Works, representing Elizabeth Brosman, owner— 190 Horseshoe Lane, Centerville, Map/Parcel 207-132, 10,540 square feet parcel, repair of failed septic, multiple variances requested. GRANTED WITH CONDITION. The Board voted to grant the plan dated August 11, 2018, with the following condition: 1) the tank be coated and wrapped. V. Septic Installer's License (New): A. Michael Sweeney, Bourne, MA GRANTED. B. Kara Quinn, Mashpee, MA GRANTED. VI. Hearing — Order Issued to Remove Underground Fuel Storage Tank: Attorney David Lawler representing Robert and Maureen Vanasse, owners - 514 Grand Island Drive, Osterville, existing 3,000 gallon underground tank used for heating oil, constructed of single-walled steel, more than 30 years of age, owner was ordered by certified mail to remove the tank (Item postponed from July 19, 2018 meeting). Page 2 of 4 BOH 8/28/18 GRANTED 30 DAY EXTENSION:; The Board granted a 30 Day:Extension and must return to the:Board September 25, 2018 with a permit from C.O.M.M. Fire for removal/abandonment or with a concrete plan presented to Board on how they will deal with it. VII. Variance Hazardous Materials: James Bancroft, Bancroft Brothers Inc, barber shop tenant, Marcel.Poyant, property.owner, and Attorney Philip Boudreau- 1698 Falmouth.Road, Centerville, Map/Parcel 209-003, requests relief from Board of Health requirement for holding tanks at all hair salons and barber shops. GRANTED WITH CONDITION. The Board granted the variance with'the condition they will not use chemicals or dyes. Vill. Variance — Food: A. Jean Kampas, Nutter McClennen & Fish LLP, representing New England Clambakes Inc. d/b/a Wimpy's Restaurant- 752 Main Street, Osterville, requesting food variance for outside dining for six tables with no screen door and requesting approval to operate outdoor dining temporarily without repair to septic.system until October 31, 2018. CONTINUED. The Board granted to continue this item'to the September 28, 2018 meeting. The Board wants the owners of the property to resolve:the septic issues: This is out of the hands of the business owners of Wimpy's (they will not need to attend the September meeting. It is expected to be moved forward until the owners fix septic or work out with DEP) B. Harry Patel, owner of Express Mart- 16 West Bay Road, Ostervi Ile, requesting a toilet facility variance for one toilet, in lieu of two required for employees. . GRANTED. The Board granted the toilet facility variance. (The setback of dumpster to property line was already grandfathered in.) IX. Informal Discussion: Toni and Franko Ivers, owners - 129 Elliott Road, Centerville, Map/Parcel 248-313, 0.39 acre lot and property at 109 Elliott Road, Centerville, Map/Parcel 248-314, 0.82 acre lot. DISCUSSED. The Board could not assist homeowners with this and recommended obtaining a good land attorney to move:forward. r X. Minutes: Minutes - June 26, 2018. 'ADOPTED MINUTES. XI. Old / New Business: Page 3 of 4 BOH 8/28/18' A. Margaret and John Ale, owner— 52 Oak Neck Road, Hyannis, tenant evicted in July. Multiple indoor items stored outdoors, status (continued from July 19, 2018 meeting). RESOLVED. CLEANED UP. B. Update: Grease Trap — Michael Gannon, owner of Gannon's Tavern — 959 Bearse's Way, Hyannis, Map/Parcel 273-124, on town sewer, existing 1,500 gallon grease tank proposed in lieu of 2,000 gallon for 20 additional seats for a total of 120 seats, status. GRANTED WITH CONDITIONS. The Board granted with the conditions set for in DPW's supported statement (See letter/email to Mr. McKean) C. Update: Matthew Lambert, Lambert's Rainbow Fruit, 1000 West Main Street, Centerville, MA establishment with picnic tables, one bathroom for patrons without traveling through a food preparation area, status (continued from July 19, 2018 meeting). GRANTED. The Board granted a toilet facility variance for one toilet. Matt Lambert supplied a floor plan of area. D. Update: Outdoor Storage Issue - Karen Zappula, 32 Skunknet Road, Centerville, Map/Parcel 192-048, issue is result of water leak during winter, cleanup deadline was extended to August 14, 2018 by the Board, status (continued from July 19, 2018 meeting). STATUS — 99% completed. E. Update of Motel and Pool Closure: Marc Patel, owner of International Inn Motel — 662 Main Street, Hyannis, motel order to be closed on July 19, 2018, status. STATUS — Still Closed. The Building Commissioner also has required an engineer be obtained for structural integrity. F. Policy: Temporary Food Events — Clarification of equipment and certifications. DISCUSSED. The Board would like information on State Code — hand wash. Page 4 of 4 BOH 8/28/18 Town of Barnstable # "� Department of Regulatory Services Public Health Division (�1 - -- - + HARNSTABLE, � .. Date y rrAss. $, 039• 200 Main Street,Hyannis MA 02601 Date Scheduled �2 / Time , li ee l?d. o r,y�ryry • Sri• Soil Suitability Assessment for Sewage Disposal Performed By: ,�091 ''• .. . 9 Witnessed By: LOCATION & GENERAL INFORMATION Location Address " - ' .1. 1 Owner's Name 9 EZOUTE 6 A MA 1 N.S7 SGi-I lnl/ICI-�� 1:1?AIZ� IN EST P AP44 i-E Address Assessor's Map/Parcel: ?_I 7/I Engineer's Name 00 VV N t-r<I(eI �6(uwPhLe NEW CONSTRUCTION REPAIR �Telephone Land Use �i�dettdrGi�. % '� ��Slopes p ( ) Surface Stones f. Distances.from: Open Water Body 1r1'!-ft Possible Wet Area ft Drinking Water Well t Drainage Way Avo + f{ Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ,,,�., . - ,ti > Parent material(geologic) l�.�a +-s �;. Depth to Bedrock s Depth to Groundwater: Standing Water.in Hole:' Weeping from Pit Face �- Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: ....� .. - Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Bate Time Observation Hole# Time at 9". Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"6") End Pre-soak Rate Min./Inch t 9�PoIt i Q Site Suitability Assessment: Site Passed , Site Failed: Additional Testing Needed(YIN) �V Original: Public Health'Division :� r Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) (DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel �S Lot RAY MZ w l Ede DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) 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,%Graven Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviousmaterial 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 a (date)I have passed the soil evaluator examination approved by the e Department of Env>r ental Protection and that the above analysis wzs porfirm d by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature "� Date Q:\SEPTIC\PERCFORM.DOC a ql ' r Town of Barnstable Barnstable Y y°' Board of Health A"MeficaCity BARNSTABLE, * t SASS. $ 200_Main Street,Hyannis MA 02601 i639• AIF1 MA.a' 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 John T.Norman Donald A.Guadagnoli,M.D. September 6, 2018 Mr, Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE 1825Routex6A (Msaln Streef) West Barnstable; MA � A }217001 s Dear Mr. Ojala, You are granted variances on behalf of your client, Gerard Schwach, to repair an onsite sewage disposal system at 1825 Route 6A (Main Street) West Barnstable, Massachusetts. The variances granted are as follows: Section 397-8 E(1)(e), Town of Barnstable Code: To install a septic tank 79.5 feet away from an onsite private well, in lieu of the minimum 100 feet separation distance required. Section 397-8 E(1)(e), Town of Barnstable Code: To install a septic tank 85.9 feet away from a neighbor's private well, in lieu of the minimum 100 feet separation distance required. Section 397-8 E(1)(e), Town of Barnstable Code: To install a soil absorption system 83.8 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. Section 397-8 E(1)(e), Town of Barnstable Code: To install a soil absorption system 73.5 feet away from a neighbor's private well, in lieu of the minimum 150 feet separation distance required. The variances are granted with the following conditions: (1) The designing engineer shall revise the plans to show the direction of the groundwater flow. Q:\WPFILES\Ojala Schwach 1825 Main WB Aug2018 Variances.docx i c (2) The septic tank shall be H 10 coated and wrapped to provide water tightness. (3) 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. (4) 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. (5) The system shall be installed in strict accordance with the revised engineered plans. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of 'Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the septic system box due to its close proximity to the onsite well and neighboring wells. Sincerely yours, 2Pa Ca D.NkIY, N A Q:\WPFILES\Ojala Schwach 1825 Main W8 Aug2018 Variances.dou I ' THE DATE: 1 "� �L�'! �R W`°►) .$95.00 FEE*: BARNSPABLE, CD n� MASS. � :. REC.BY: S�.r "' p �$ s639• 'down of Barnstable �E4 MA't l�a q SCHED.DATE: ® � / Board of Health, 200 Main Street,Hyannis MA 02601 Office: 508-862-46445 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. JunichiSawayanagi VARIANCE REQUEST FORM :LOCATION Q n Property Address: kD vft 4, �l ,rn� Cab Assessor's Map and Parcel Number: `17 A Size of Lot: QT Y 7 y .'I'. — Wetlands Within 300 Ft. Yes Business Name: No ✓ Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: IF,I-GL✓"0( ��i�WQ�i� Name: &A,ld Q I_4L10... UOWv� Address: Ilp a D' I`'V ��3 Address: [3/p Mkt t 0 a- awMO If, �o{� Phone: W t✓a"� (K d�6W Phone: EMAIL: t 0w EA VARIANCE FROM REGULATION(Incl.Res.:Code 4) REASON FOR VARIANCE(May attach separate sheet if more space needed) VUA NATURE OF,WORK: House Addition' House Renovation LJ Repair of Failed Septic System Checklist (to be completed byy office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. _ A. Five(5)copies of the completed variance request form i B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.EIJ.): C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.barnstable.ma.us _.D.Five(5)copies of labeled dimensional floor plans submitted,(e.a.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). i Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decol1ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx r I VARIANCES REQUESTED: ,UNDER MAX. FEASIBLE COMPLIANCE 15.405: i (1g): REDUCTION IN SETBACK, SAS TO PRIVATE WATER SUPPLY WELLS -- UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: 397-8 E(1)(e): SEPTIC TANK TO WELL <100' '. '397-8 E(1)(f): SEPTIC LEACHING FACILITY TO WELL <150' tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.LT.,S.E. structural design August 6, 2018 Craig J.Ferrari,E.I.T.,S.E. site planning Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action Sewage system, on a request for variances from the Town of Barnstable Regulations and Title 5 designs Regulations for the subsurface disposal of sewage for the proposed septic system at 1825 Route 6A, West Barnstable.The variances requested are as follows: inspections Under Max. Feasible Compliance 15.405: (1 g)Reduction in setback,SAS to private water supply wells permits Under Town of Barnstable Health Regulations 397-8 E(1)(e): septic tank to well<100' 397-8 E(1)(f): septic leaching facility to well<150' Said hearing will be held in the Hearing Room, South Street,Hyannis,August 28th at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Daniel A. Ojala, PE,PLS Down Cape Engineering,Inc. Map Page 1 of 1 Town of Barnstable Geographic Information System New Search I Home I Help Parcel Viewer custom MapIF Abutters Map Size -® � Zoom Out Q Q In (+�® ■■ '��' Q _ - i" 0 R P. Map: 217 _Parcel: 001 Full r• r. Property 217041 217D39 Location: 1825 MAIN ST./RTE 6A(W.BARN.) Info 040 �•/" Owner: SCH WACH,GERARD J 197037 217004 217031 - 217M5 41756 M I7Bp 021. - Q _ 037 Q9 217034 Add/Subtract Add Mailing Labels 01b` . ;oO Subject Parcels - Abutter List 21038 . 217033 455 bUULFdLL—'-- g 1820 Map&Parcel 216021 t rrrtLL8,1781A Location 18 SPRUCE STREET 217009 : Owner SCARES,RICHARD 01834 ... Map&Parcel 216033 to74G' Location 1837 MAIN ST./RTE 6A(W.BARN.) Q Owner RABIDEAU,MICHAEL J&SARA E A 1781C 217002 217010 .. e laoa 01860 Map&Parcel 216050 tI 1825.:' 217011 Location 23 SPRUCE STREET 1817810 Owner PIGNATARO,FRANK D-JR&PATRICIA A nn W800e `'t Map&Parcel 217001 Location 1825 MAIN ST./RTE 6A(W.BARN.) 2Ia050 ` Owner SCHWACH G RA �N� 218033 , E RD J _ 218 - 81837. Map&Parcel 217002 Location 1809 MAIN ST./RTE 6A(W.BARN.) '. Owner BARNSTABLE,TOWN OF(MUN) . 218p51 Ip 218031 033 '0 A 1855 Map&Parcel 217033 tr �+pt .. - Location. 1820 MAIN ST./RTE 6A(W.BARN.) _ V _ '21BOU •. Owner BARNSTABLE CONSER FOUND INC 215M 91871 q018. Board of Health ..Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS, ... BarnstableMA v1.2.6612[Production] http://maps.townofbamstable.us/arcims/appgeoapp/map.aspx?propertyID=217001 7/27/2018 ■'-Complete items 1,2,and 3. A. Signature 0'Print your name and address on the reverse ❑Agent so that we can return the card to you. Addressee ® Attach this card to the back of the mailpi B. Rec ' by Printed Name) C. Date of Delivery or on the front if space permits. - { GkL 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes na /i�ea If YES,enter delivery address below: ❑No lye b Nla, Z ag- Dot 6 II I IIIIII I'll III I III I I i III I III III I I I I III II III KCC Adult dui SS Signature tureervice eRestricted Delivery ❑Registered M 0 Priority Mail al Restricted 9590 9402 3974 8079 6205 75 ertified Mail® Delivery ertified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise it ._S n,�a❑,, o Iahell O Collect on Delivery Restricted Delivery ❑Signature Confirmation 2' �j ' ❑I;_ , Signature Confirmation' 017 019 0°f 0 0 0 0 '2 5 2 5-`6 6 2 9 '" 'cted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 W4C4 Domestic Return Receipt r USPS;, .':i. T' First-Class Mail Postage&Fees Paid USPS Permit No.G-10 i ji 9590 9402 3974 8079 6205 75 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. 939 Rte 6A- Suite C I Yarmouth Port MA 02675 I I irijill ill 11111,1111111i11f#ai ill.111i,:11i11111'Ii x s Complete items 1,2,and 3. A. Si ture ❑Agent ■ Print your name and address on the reverse � so that we can return the card to you. r ❑Addressee B. celved by(P to Nairie)y C"Date of Dellvery ■ Attach this card to the back of the mailpiece, y I or on the front if space permits. �`U'-�� 1. Article Addressed to: D. Is delivery addreslVdiffdrent from 1? 0 Yes If YES,enter delivery a6Jdre be )p�No C)-(SA re AW o� II I Illll I'll III l III I I I III I�18 III I l l I III l III 11 Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT"' Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery I 9590 9402 3974 8079 6205 68 certified Mail Restricted Delivery ❑Return Receipt for I I ❑Collect on Delivery Merchandise O Collect on Delivery Restricted Delivery ❑Signature Confirmation TM 2. (Article Nuinber_(Transfer from service laFiel) ❑Signature Confirmation 701 7 19 0 0 i 2 5 2-5 6 6 3 6 ; i f;restricted Delivery ,r Restricted�Delivery PS Form 3811,July PSN 7530-02-000-9053 Domestic Returri Receipt I LISPSTR� ,z'� ..,. i First-Class Mail Postage&Fees Paid. USPS Permit No.G-10 I 9590 9402 3974 8079 6205 68 I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Down Cape Engineering, Inc. 939 Rte 6A - Suite C M Yarmouth Port MA 02675 I�tlfFJlI��F.F��:iiilt�FiJliil:Ff�I1F�.isl�#it`iltIFF�� t�Ii.IIF..�.F�!€ } s ® • • • • . ■ Complete Items 1,2,and 3. A. 'gnature � � ■ Print your name and address on the reverse X 93- gent so th,.''.^ _ '''v'sD erlf n t-I {`r;s� ❑Addressee Received y(Pnn d Name) C. ate of Delivery ..:n tnis ca,� c1f /� r on the front it spac ._ fin * ^+r �j U)t ll 1. Article Addressed to: w D._Is delivery address different from item 1. Yes If YES,enter delivery address b w: ❑No Y oL,rz/ 3 Service Type 0 Priority Mail IIIII illl II I I III I I I III I I III II I I I I II I I I I II I ❑Adult Signature Restricted Delivery ElReg Registered Mail Restricted ted SignatureElAclult Registered MailTM 9590 9402 3974 8079 6205 51 ertified Ma lO Delivery Certified Mail Restricted Delivery ❑Return ReceipEfor ❑Collect on Delivery Merchandise k2. ticle Number(Transfer from service label) ❑Collect own Delivery Restricted Delivery ❑Signature ConfirmationT 3 ' l ff I I! f`1— t Iy ��# ❑Signature Confirmation 7017 019O '0000 2525. 664 3' tricted Delivery Restricted Delivery orm 3811,July 2015 PSN 7530-02-000-9053 C WAC,4, Domestic Return Receipt First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 3974 8079 6205 51 United States •Sender;Please print your name,address,and.ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. ' 939 Rte 6A - Suite C Yarmouth Port MA 02675 i I I I w•--:t. _ _ .1I1ilrlllljjiIjtiirrlllfF)lI III! III!lJJ1){I)iylr:1�11#'ilr'Il�:li I 0 • 7,gntur.WM' ■ Complete items 1,2,and 3. a■ Print your name and address on the reverse ❑Agent Cso that we can return the card to you. ❑Addressee " ■ Attach this card to the back of the mailp"ece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes so If YES,enter delivery address belpw: ❑No Odb6?" I 3. Service Type ❑Priority Mail Express® II I�I�III IIII III i III I I I III D i III III I I i I II�II III ❑;Adult Signature ❑Registered MailTM u ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 3974 8079 6205 82 Certified Mail® Delivery Certified Mail Restricted Delivery ❑Return Receipt for CCC]]]Collect on Delivery Merchandise 2. Article Number(transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM ✓—� ---� ❑Signature Confirmation T 019 0' 0000 `2 5`2 5 3 6 612 ! �stricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 •Domestic Return Receipt I .. USPS TRACKING# r 'k`.- First-Class Mail' Postage&Fees Paid USPS '. Permit No.G-10 A. 9590 940MCI?4 80?9 6205 82 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 I I I ® Complete items 1,2,and 3. A. Sign ture ■ Print your name and address on the reverse X so that we can return the card to you. 0 Addressee ■ Attach this card to the back of the rriailpiece, B . ved by n d Name) C..p Date.of Delivery or on the front if space permits: i tGv--' 9. Article Addressed to D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: -[]No ��(j tt v�yr-�1 1 v►� f�a�� (� �J 3. Service II I9IIIII IIII Ili i III I I I III I III II I I I IIII I I III ❑Adult Signature 0 Adult Signature eRestricted Delivery ❑Registeredl Maiority Mail l Restricted 9590 9402 3974 8079 6205 44 Certified Mail® Delivery Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article m service label) ❑Collect on Delivery Restricted Delivery ❑Number(Transfer from Signature ConfirmationTm y ; — ❑Signature Confirmation - 7 017 019 0 0000 2525 66 5 0` itricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 G tnl Q Domestic Return Receipt USPS TRACidNG# First-Class Mail Postage&Fees Paid USPS • ? Permit No.G-10... ._ 9590 940� "974�••8079 6205 44 United States I - I es •Sender:Please print your name,address,and ZIP+4®in this box* I Postal Service I Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 ill,ill 1.1Pi IIdli,I1i1iiilij,i-j1i ill it11.li!liiillii$I111:lijil AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s)o '217001' Direct abutters (no set distance) and the properties located across the street. Total Count: 6 . 13 lei Close Map&Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed CityStateZip WEST 216021 SCARES,RICHARD 18 SPRUCE ST BARNSTABLE,MA 19537/186 02668 RABIDEAU,MICHAEL1 WEST 216033 &SARA E 1837 MAIN ST BARNSTABLE,MA 12544/337 02668 216050 PIGNATARO,FRANK D 20 WHEELOCK ST SHREWSBURY,MA 14255/186 ]R&PATRICIA A 01545-1833 WEST. 217001 SCHWACH,GERARD I PO BOX 353 BARNSTABLE,MA 1636/96 02668 217002 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 18182/230 OF(MUN) 02601 217033 BARNSTABLE CONSER FOUND INC P O BOX 224 ' COTUIT,MA 02635 8378/352 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 7/27/2018. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 7/27/2018 tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.LT.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. site planning July 30, 2018 sewage system designs Re: 1825 Main Street, West Barnstable inspections permits To the Barnstable Board of Health I hereby give my permission for Down Cape Engineering to represent me at any upcoming Board of Health meetings. (Ywner/legal representative jo date G�.�r..�� sc. c cJ a i i y i i TRANS. NO.: ' CITE'/TOWN: w,o S Pooh S-�a t) P APPLICANT: f,�cir sch wU ADDRESS i DESIGN FLOW: � � gpd REVIEWED BY: DATE: i i N/A OIL NO -i ::.q, rat. t,•:r'.:. l�:c•,= 1�:C3U,..1 1 ,I..tt,^f�: ,.T.. '§':1'.�Y J' . Y �p�:.�:.,.xaea�..«r•�.;mµ`'1r� <= "zr,!•, '.�: -A,�'.z-.".,n<•^�.,r r-?..,xb J... •<�.. >;t'. li'�t:?`''d y Legal boundaries denoted[310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 4 CMR 15.220(4)(u)] f Locus Provided [310 CMR 15.2204(t)] ' Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] i System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] ! Location of impeivious surfaces (driveways,parting areas etc.) / j [310 CMR 15220(4)(d)] V I Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. / [310 CMR 15.220(4)(e)] j System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required andprovided) fsoil absorption system(required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] '! Existing and proposed contours [310 CMR 15.220(4)(g)] I Location and log of deep observation holes (existing grade el:on / each test [310 CMR 15.220(4)(h)] �/ i Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper , f elevation?) [310 CMR 15.220(4)(i)] " ' Percolation test results match loading rate? [310 CMR 15.2421 ! Certification statement by Soil Evaluator[310 CMR 15.220(4)0)] \/ Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] ! i Address Sheet 1 of 7 i i NIA OK NO Location of every water supply,public and private, [310 CMR f 15.220(4)(k)] within 400 feet of the proposed system location in the case / f of surface water supplies and gravel packed public water supply `J within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case I of private water supply wells Location of all surface waters and wetlands located up to 100 ft. i beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located[310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[11) Profile of system showing invert elevations of all system P j com onents and the bottom of the SAS [310 CMR15.220(4)(0)] 71 2 Stamp of designer[310 CMR 15.220(1) and 310 CMR 15.220( )] P gistered Land Surveyor(required if construction hin 5 ft. of lot line) [310 CMR 15.220(3)]dequate (two in each of the primary and reserve es as permitted in 310 CMR 15.102(2) or as i approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] j specifications noted. various sections of 310 CMR Materialsp [ III i 15.000] I System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405 1(b)] i� I i I I Sheet 2 of 7 Address I i I I I i I I �. N/A OK NO Size OK? [310 CMR 15223(1)] k Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth[310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR J 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for 1 upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 j CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater)- middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<1000gpd, j two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate?.[3 10 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] 'kY `P$t.' 75Saa}.SJ<^6t"!+z"33E6�" Y�J'C -...r71 ,A ri,�4'i, 4'�i$ u1>ti� ;orxrP�Ttr]1CII _all]!CS % .,.:� A�° ' j�� °: a.r r:.�:: `;.1 i r N :,fit 'tP f�. Required when other than single-family dwelling or flow>1000 / gpd[310 CMR 15.223(1)(b)] V First compartment 200% daily flow; Second compartment 100% daily flow[310 CMR 15.224(2) and(3)] "U"pipe through or over baffle, outlet of each compartment with . gas baffle or approved filter [310 CMR 15.224(4)] i .. I l . Y I I n I { Address Sheet 3 of 7 I . R i I l N/A OK NO ` q Y J94t (9afk Vl iL q F 1:3,ci,;;; '�T y ��}- 'gyp $��, �( �7 § .ic.. y-t+'��r<*A'A-4�,1,L� q si.lF REr`516` Y•M 'YD YJ �r.�Zr h� 1t7LL', yA�yA �1�ItAia, Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line (when water and ' sewer cross, see 310 CMR 15.21l(1)[1]) C leanouts re wired/ rovided? [310 CMR 15.222(8)] Thrustblocks ocics specified in force roams. 310 CMR 15.221(6)(c)] ! ° e Slope of sewer line not less than 0.01 (1/8 /ft) 0.02 prerable f { [ 310.CMR 15.222(6)]P P am Pro er itch on all r ? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/ (leachfield below pump chamber) , Endcaps or vent manifold specified? . Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] ---T Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) l �3r� tee c �qy��i t. ,y �Fi� .Y r�U;,t'.:�. ;• i ��;S�j��,�,��.,�,0��,X'. ��a s.�5`i��' � #Ya,br �� Y �&• w�e?fi.��Ps a ��klii't� °� ti�4n��:, i "�` ��`r`�iz �s�bi '��l�t�"� °��{��fr;F� �.�a(lanlc�r,a•:(F: Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] I Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] mum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd i [310 CMR 15.232(3)(d)] i IS.'bA iHL. b. Capacity(emergency storage.above working=design flow)? [310 MpeT�e'-Tbacks 23 (2 ] [310 CMR 15.211 (same as septic tai-l�s)] 20-in minium access manhole at least 20'"MUST BE GRADE [310 CMR 15.211(5)] j Service components accessible (not too deep with piping, i disconnects accessible) Alarm floats- alarm on circuit se crate from pumps specified? Exceeds two units must have two pumps operating in lead-lag i mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] Sheet 4 of 7 Address ! i I �7 t t I j I f { I N/A OK NO Slr-/2- i � „L j Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR j 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed[310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR i 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet , every20 ft. [310 CMR 15.253(6)] V Each structure with one inspection manhole(if>2000 gpd must / i be to grade) [310 CMR 15.253(2)] v I Aggregate 1'minimum-4'maximum. [310 CMR 15.253(1)(b)] j 2' sidewall credit maximum[310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251(1)(a)] i Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(l)(d)] j Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] ` Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 j CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12 maximum. [310 CMR 15.252(2)(g)] i Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] i Bottom area used in calculations only[310 CMR 15.252(2)(i)] i I i t i j i i Address Sheet 5 of 7 I - I d i l I i I, N/A ®K NO �.J'_��-�YJ.'��'SF�;��al��s,; ^h§r,��n�:i�`� = Z iikr��`��a��., c5•i*ef�� w�{�S'kff�i�3'.�. �.s'SSx..�i�,��:bA Pressure Dosed System ? Provided pump and piping i i 20 calculation s required q [as ze 310 CM 15.2R (4)(r)] Pressure dosing required on all systems tems>2000gpd on alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] - If used in gravelless system-make sure jet is duetted as not to scour soil interface [Guidance Doc-anent] Inspections once per year (systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] 1 Construction in fall -Did the plan specify that the fill shall meet I the specification of 310 Ma 15.255(3)? i iImpervious banter and/or retaining wall? [Guidance Document] Impervious banter installation must be supervised by j designer [310 CNIR 15.255(2)(b)] EEngii�neer ning wall must be designed by Registered Professional I [310 CNIR 15255(2)(a)]slo e not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and i Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CNIR 15.255 (2)(e)] f i m �. �J . .� •; " a =.e tens . Check DEP Approval letters for credits and design conditions jIf used with pressure dosing do not allow pressure discharge to scour soil interface .��-��• - F ram,-. �- - ��` f1Xtei,�c` e 'ys_en. Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? j Is the technology beuig properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for } perpetual maintenance agreement? v/ Any alarms involved on separate circuits } Did the applicant submit an operation and maintenance ! manual? I Has applicant submitted a copy.of a maintenance 1 7RLS �t�.� ,�, „ V -variances listed on the plan? [310 CP,iLR I5.220 amp necessary on plan if a component is within five feet of property line 1310 CNIR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.4141 R Address Sheet 6 of 7 i i I I I N/A OK NO 1 Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and / 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? j [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15 216(1)] Y'iR`aa� -iF rscella7leolcs x ,�X Pum ing to septic tank ? [ 310 CZAR 15.229] Shared System[310 CMR 15.290] i I i E ! 4 ' i f " If i f ! • 1 - j a - r i Address Sheet 7 of 7 i i down cape engineering, inc. SIEVE SOILS ANALYSIS 1825 ROUTE 6A W. BARNSTABLE MAC" DATE OF REPORT: 8/8/18 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST i SITE: 1825 ROUTE 6A, WEST BARNSTABLE LOCATION: DCE TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 134.3 SIZE :WEIGHT RETAINED € % RETAINED I % PASSED ------------ .............(sum�.......................... -------------------- ..................................... 1 ...............�:...>---- - - 0% 100.0% ---------- 3/4'3/4" 0.0€ 0.0%i 100.0% --------:......................................................:------------------o-:---------------u- 1/2" 0.0 0.0% 100.0% --------------......................................................,---------------------y------------------- 3/8" 0.0I 0.0%I 100.0% -------------:.......................................................--------=------------------------------- #4 0.0I 0.0%: 100.0% --------------':......................................................>---------------------..................................... #10 16.8I 12.5%I 87.5% ------------ .....................................................:------------------a-.................................... #20 42.1' 31.3 :: 68.7/o -------------......................................................,---------------------...........................I......... #40 75.7I 56.4%I 43.6% ------------ ......................................................---------------------........................I............. #50 92.21 68.7%I 31.3% -------------......................................................,---------------------..................................... #80 126.0' 93.8%i 6.2% ------------ ................................................. #100 123.8I 92.2%I 7.8% ------------- � ;......................................................,--------------------- ------------------ #200 € .............130.41-------------97 1%_-----------2=9% PAN: 132.91 100.0%: 0.0% --------i------------------- -y---------___----_--------------------- SAMPLE: € 134.3 NOTE:TEST ON PASSING#4 ONLY, 15.5% RETAINED ON#4<45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3(FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING #4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL 4rtM o�args NONCOMPACTED SOIL DESCRIPTION: FINE SAND DANIELA. times, o OJALA CIVIL cn No.46502 �0?STER� �SS�ONA ECG\ SYSTEM PROFILE ALL SYSTEM COMPONENTS SMALL BE NOTES - MARKED WITH MAGNETIC TAPE OR PROVIDE MIN.20'DAM.WATERTIGHT (NOT TO BCMEJ COMPARABLE MEANS FOR FUTURE LOCATION. 1.DATUM IS NAVD RR Ran and ACCESS COVERS TO WITHIN 8'OF FIN.GRADE CONCRETE COVERS TO WITHIN]'GRADE oI -RR 2'PEASTONE OR CEOrEMRE 2.MUNICIPAL WATER IS NOT AVAILABLE FILTER FABRIC OVER STONE 3.MINIMUM PIPE PITCH TO BE 1/8'PER F00T, qo 4 \ V W^ o c 42.0' MINIMUM.75'OF COVER OVER PRCAST 2R SLOPE REQUIRED OVER SYSTEM 42.5' 4,DESIGN LOADING FOR ALL PROPOSED PRECAST NOTE:2"MIN.WALL RFIaysT N-to THICKNESS REQUIRED MoRWTp ppLLL BLOCKS OR UNITS TO BE AASHO H-1Q �M(^ ) Ct)MPO EN75 PRECAST RISERS - I Locu pInSCH40 PVC - PE5 LEVEL 15i 2' N 10 5.PIPE JOINTS TO BE MADE WATERTIGHT. Cape LOd �EnDS BET .) 0 sI0E5 CN/m W' •41.3'3 10- 1500 GAL H 0 14 _. 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE 3y`:`5S"'- WITH 110 CMR 15000 TILE 5.) Pond 39 32' TEE SEPTIC TAN TEE - �F= BT D'80% ® pG{ HIM ®@ 7.THIS PLAN IS FOR PROPOSED WORK ONLY ANDCAS B4FFLET ELNESS ®�N �®�INa� BeBNOT TO BE USED FOR LOT LINESTAKING OR ANY38.97' ae^e^aee' C C e 36.7' OTHER PURPOSE. 4'U0.LEVEL ACME OR EQUAL) '^`(` ''�'S I ,.e",e,. H-10 500 GAL.LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8.PIPE FOR SEPTIC SYSTEM TO SM.40-{'PVC, vI .."...... 3/4'-1-1/2'o DOUBLE WASHED STONE (2)UNITS REQUIRED 9.COMPCNENTS NOT TO BE BACKFILLED OR �6 CONCEALED WITHOUT INSPECTION BY BOARD OF 6-CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE Of STONE 30'%9.BJ' HEALTH AND PERMISSION OBTAINED FROM BOARD k L COMPACTION.(15.221(2]) - OF HEALTH. S 10.CONTRACTOR SHALL BE RESPONSIBLE FOR AND VERIFYING NG IGSAFE THE LOCATION OF ALL2UNDERGROUND @ LOCUS MAP (13 R SLOPE) ( 2 R SLOPE) (-L-R SLOPE) 31.0'BOTTOM TH-2 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000't NO GROUNDWATER FOUND FOUNDATION- 15' -SEPTIC TANK 5' D' BOX 12' LEACHING 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 217 PARCEL 1 FACILITY BE REMOVED BENEATH AND 5'AROUND THE PROPOSED LEACHING FACILITY. -THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VARIANCES REOUESTIED: UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12.EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM UNDER MAX FEASIBLE COMPLIANCE 15.405: AND REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND (1g):REDUCTION IN SETBACK,SAS TO PRIVATE WATER SUPPLY WELLS SAND. _ UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: _ -99- EXISTING CONTOUR 397-6 E(1)(e): SEPTIC TANK TO WELL<100' 397-8 E(1)(Q:SEPTIC LEACHING FACILITY TO WELL tl50' X 99.1 EXIST.SPOT ELEV. _ - - } -(99]- PROPOSED CONTOUR (98.4] PROPOSED SPOT EL SYSTEM DESIGN:\ - L� \� - THI GARBAGE DISPOSER IS NOT ALLOWED rEsr HOLE canvEL G�4$'`�\ EXISTING 3 BEDROOM DWELLING SLOPE OF GROUND �\ j' ; DRIVE frwJ�_ DESIGN FLOW: 3 BEDROOMS 0110 GPO = 330 GPD )' L \ �.,� USE A 330 GPD DESIGN FLOW �Q1 UTIIIiY POLE �^ G J FIRE HYDRANT "11 5'R(OVAL a< SdL REauIRED SEPTIC TANK: 330 GPD(2) = 660 ARW D PERWEIER ACHING WED USE A 1500 GAL. SEPTIC TANK DO TO SUITAB L LAYER.REPUCE �706 00• ^ \`• Wt CLEAN MED. D. MEET '9 SPE FICATIONS OF R?15.255(3) LEACHING: TEST HOLE LOGS .� LOT AREA s. .��B. \ \ SIDES: 2 (30 + 9.83) 2(.74) 118 GPD �1 8.474 S.F. \ )� - \\ BOTTOM 30 z 9.83(.74) = 218 GPD -ENGINEER:CRAIG J. FERRARI, SE #13871 \ rj � v \� �� I TOTAL: 454 S.F. 336 GPD WITNESS: DONALD DESMARAIS 1,' �- ' I 1 USE(2)500 GAL. LEACHING CHAMBERS(ACME OR EQUAL) DATE: 6/22/2018 \\ \ 1e `1 _L ' 41 \ \ WITH 2.5'STONE AT SIDES, 4' AT ENDS AND 5'- PERC. RATE = < 2 MIN/INCH (\`` owEUINNc 11 t0 •/ BETWEEN UNITS J CLASS I SOILS PQ 1572a \ 4z ^ 11 1( MF a 42.3 .ELEV. ELEV. \ / x MA p- 43' p^ 42' � �. - / t� APPROVED DATE BOARD OF HEALTH A A BENCHMARK: 431 TOP OF BOTTOM / l0YRS 4/2 10YRS 4/2 STEP=\41.6' j ( // 9" 9' TITLE 5 SITE PLAN OF 32" 10YR 5/4 40.3' 30` 10YR 5/4 �413.5' ��\ 4$ +� p�60 0. �� - #1825 ROUTE 6A Cl Cl �_� WEST BARNSTABLE, MA SiL SiL <e-�- . 1OYR 6/1 1OYR 6/1 01 1(�, PREPARED FOR 66' 37.5' 78" 35.5' 53/ 1 I REE f,� � GERARD SCHWACH C C / �jUC � S• \.E•LL "�M"' 'n oFMq;" DATE: JULY 9, 2018 s� ! P f DANIEL d+"°� MS - + MS ( A. ; DANIEL A. H 508-362-9880 �_�46-� OJALA (OA 508-362-9880 \ I �T ` OJ?IA CNII 4541 �-I �• �.-�. Jr, /` \ 1l .40r]80„ 9E�.58502 I �downca i-- \/-��'e`\ l-•� I•.� \� \ V\Aessto�oN Pe.com t OYR 7/4 1OYR 7/4 down cope engineecing,inc. _ 132' 32' 132' A_I31' Civil engineers Scale:t'=2o' "� -O�^(F7 ...� F'� �� land survejvOrs NO GROUNDWATER ENCOUNTERED 939 AMM Sheet (Rt. 6A) r DATE DANIEL A. OJALA. P.E.. P.L.S. YARMOOTHPORF MA 02675 DICE #18-207 D 10 20 30 40 50 rEET IB-2m 1 i t �� ,� .�� . _ -- � V — �- � e z � � � 1 � �� % a � � - - � - �_ ;- � � :. � ,,;: �� r _ 0 �,. .� � `� s + � 1 - V ! +s ' •c e J � Gil i i i II 2 . 0 • NO. VV ° Fee �O BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppYtcation _for Yell Construction Permit Application is hereby made for a permit -to Construct( ), Alter( ), or Repair( ) an individual well at: � P �7V! -7 U� Location-Address \ Assessors Map and Parcel Owner Address ng Installer-Driller Address Type of Building Dwelling _u,z Other-Type of Building No. of Persons Type of Well ?y L Capacity Purpose of Well To Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prote ion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of l' e h e2EMwed by the Board of Health. Signed 0 -Va �t Application Approved By / ae Application Disapproved for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of CoMp "ance THIS IS TO CERTIFY,that the individual well Constructed O Altered( ), or Repaired( by P . lei P W�2 1 Installer at Ss -Z, has been installed in accordance with the provisions of the Town of Barnstab rd He I vate Well Protection Regulation as described in the application for Well Construction Permit No. ated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date 5 i Inspector w BOARD OF HEALTH TOWN OF BARNSTABLE / �-- Vell Construction permit �- No. / Fee Permission is hereby granted to��\ cry Z `Q d ( �� G Installer to Construct( Alter( ), or Repair( an individual well at: No. _ Street as shown on the pplica"on f r a Well Construction Permit NoXY � at Date / Approved By SYSTEM PROFILE M1 SYSTEM COMPONENTS SHILL BE NOTES - ALL Y WITH H MAGNETIC TAPE OR PROVIDE MIN. WIT WATERTIGHT (NOT reSWE) COMPARABLE MEANS FOR FUTURE LOCATION. 1.DATUM IS NAVO 88 ACCESS COVERS TO TO WITHIN 6'OF FIN.GRADE 2•PEASTONE OR GEOTE%TILE CONCRETE COVERS TO WITHIN J'GRADE 2.MUNICIPALWATER IS NOT AVAILABLE —aV�dTOP c �4 ND 42.3 FILTER FABRIC OVER STONE 3.MINIMUM PIPE PITCH TO BE 1/8-PER FOOT. MINIMUM.TS'OF COVER OVER PRECAST 2i SLOPE REQUIRED OVER SYSTEM EEO4.DESIGN LOADING FOR ALL PROPOSED PRECAST t� R to NOTE:2'MIN,wMG BLOCKS OR UNITS TO BE AASHO H—�, THICKNESS REQUIRED MoRTAR ALL PRECAST RISERS Gxe �) PIPESHLEVEL ST 2' COM N H-10 5.PIPE JOINTS TO BE MADE WATERTIGHT. c Cod :. n a: I ENDS en ( P.) ° smcs ea m e;rr •41.3't 1O• 1500 GAL H 10 ti fey Me'S � 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE l\ emYege 39 32 — WITH 310 CMR 15.000(TIRE 5.) 1 Po d TEE SEPTIC TAN TEE WATERTEST°'BOX 11IIgq�I1 ®® ],THIS PLAN IS FOR PROPOSED WORK ONLY AND V GAS BAFFLE FOR LEVELNESS ��®��f:.7 NOT TO BE USED FOR LOT LINE STAKING OR ANY u T� 38 97 `^o "000'ee OWN 36.7' OTHER PURPOSE. 4'UO LEVEL MIME OR EOUAL).i "`""' ,^,+e" =f . A PIPE FOR SEPTIC SYSTEM TO SCH.40-4'PVC. �11 •Teege�.°.°,e;e;=q seo=ee:e:=�e�3�a',e�eeee:° 0 5W GAL.LEACHING CHAMBER BY ACME PRECAST OR EQUAL. r 3/4-1-1/2"DOUBLE WASHED STONE (2)UNITS REQUIRED 9.COMPONENTS NOT TO BE BACKnLLED OR /6 6'CRUSHED STONE OR MECNANK'AL OVERALL DIMENSIONS TO OUTSIDE OF STONE:30'%9.83' CONCEALED WITHOUT INSPECTION BY BOARD OF L COMPACTION,(15.221(21) OAHEALTMD PERMISSION OBTAINED FROM BOARD A 10.CONTRACTOR SHALL BE RESPONSIBLE FOR AN VERIFYINGIGS THCALLING E LOCATION OF ALL233 NDERGROUND k LOCUS MAP 13 I,SLOPE) (—L.SLOPE) SLOPE) 31. BOTTOM . (�i 0' TTOM TH-2 OVERHEAD O KNEAD UTILITIES PRIOR TO COMMENCEMENT Di ( SCALE 1"=2000.3 NO GROUNDWATER FOUND 15 SEPTIC TANK 5 D' BOX 12' LEACHING 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 217 PARCEL 1 FOUNDATION— FACILITY BE REMOVED BENEATH AND 6 AROUND THE PHOHUSEU LEACHING FACILITY. --THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VARIANCES REOUESTED: UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12.EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM UNDER MAX FEASIBLE COMPLIANCE 15.405: AND REMOVED OR PUMPED AND FILLED WTI CLEAN LEGEND (19):REDUCTION IN SETBACK,SAS TO PRIVATE WATER SUPPLY WELLS SAND. UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS 397-8 E(1)e): SEPTIC TANK TO WELL c100' —99-- E%ISDNC CONTOUR 39]-8 Ell)((f):SEPTIC LEACHING FACILITY TO WELL 450' - X EXIST.SPOT ELEV. - ---[99)— PROPOSED CONTOUR /� 1\ SYSTEM DESIGN: 198.4) PROPOSED SPOT EL. `p C (/ �� _ a TH1 7 IQO S GARBAGE DISPOSER IS NOT ALLOWED - TEST HOLE GRAVEL EXISTING 3 BEDROOM DWELLING � i SLOPE OF GROUND 1 DRIVE r� 1� DESIGN FLOW: 3 BEDROOMS®110 GPD = 330 GPD 101 UTILITY POLE ` LS4 I �� "� USE A 330 GPD DESIGN FLOW JG I ',X FIRE HYDRANT —\�� r SEPTIC TANK: 330 GPD(2) = 660 MOIk:IbT ALL SYMBotA wr N oaAAwG ��L_ ` 5'REMOVAL OFb SOIL REWIRED H AROU D PERIMETER F ACHING FACLTY, USE A 1500 GAL. SEPTIC TANK Q \ DO TO SUITA L LAYER.REPLACE ]Q6 OQ, ��r- \ M LEAN MED. D,zz0 MEET 9 sP DcenoNS of Lp�ua�ls.zss(3) LEACHING: TEST HOLE LOGS ` J LOT A °' ' SIDES: 2(30 + 9.83) 2(.74) = 118 GPD -� 8.474 5.F. 'z' a BOTTOM 30 X 9.83(.74)= 218 GPD ENGINEER:CRAIG J. FERRARI SE #13871 WITNESS: DONALD DESMARAIS TOTAL 454 S.F. 336 GPD \- /� _ 1. 4� :'+"� \ C USE(2)500 GAL LEACHING CHAMBERS(ACME OR EQUAL) T DATE: 6/22/2018 \\ 1s L\' 1 1 1 \\\/) WITH 2.5'STONE AT SIDES, 4'AT ENDS AND 5' PERC. RATE = < 2 MIN/INCH_ , \ ` 1 L`L) DWELLING LI AO ij �� r ` N( BETWEEN UNITS CLASS I SOILS P# 15724 \\ \`% TI 1\1,I TOF-42.3-, /- ELEV. - ELEIV O / /I ( / 0. 4 43• 0" .4 4y \ \1�. r °J-- r ..�.i /•— � .. APPROVED DATE BOARD OF H A EALTH MA BENCHTOPOF MARK: BOTTOM (4 ( / \ — — ✓ � 3) LS LA STEP=41.6' C i tOYR 4/2 10YR 4/2 9" 9" — \ __ //T- cm �,. TITLE 5 SITE PLAN B B S 5 32" OF 10YR5/4 40.3' 30" 10YR5/4 40 5, ~�` r. �,1y P�60�6 �. \I/" j �' #1825, ROUTE 6A c1 Cl Z �f45� WEST BARNSTABLE, MA SiL SiL re./-��. f— PREPARED FOR 66' 1OYR 6/1 37.5 78" 10YR 6/1 35.5 I 5 R f, GERARD SCHWACH C C PRUG S ``` vEYE Ez ADr ul �,,A opu- OATS: JULY 9, 2018 wEiL $� DANIEm ��DANIELA H 508-362-4541 1 ( 6 A. �3 taa 508-362-9880 I MS MS / '_- mil=—�—� / t l 40D, OJAIA _ V\FEa s� P N ^�c esD2 I �ao..ncRPA.com 1 OYR 7/4 10YR 7/4 `- sRVE c 9O ssc„i E�°+ dl0 wn cape engineering,MC. 132" 32' 132" 31' _ A Civil engineers NO GROUNDWATER ENCOUNTERED Scale:1"=20' "7 -o%-IQT '\ IVM1 fond surveyors 939 A4.1n Street (Rte 6A) D l0 20 30 a0 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARAIOurHPORr A4A 02675 LICE #18-207 I8-207 8/22/2018 Health Master Detail in F + Logged In As: TOWN\Imiorandd Health Master Detail Wednesday,August 22 20'.8 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tarok Parcel: 217-001 Location: 1825 MAIN ST./RTE 6A(W.BARN.), West Barnstable Owner: SCHWACH, GERARD 7 i ! Business name: Business phone 1 Rental property: [ Deed restricted: Number of bedrooms 0 I j Contaminant released: 0 Fuel storage tank permit: Save Parcel Changesj Return to Lookup Parcel Info Parcel ID: 217-001' Developer lot: Location: 1825 MAIN ST./RTE 6A(W.BARN.) Primary frontage: 100 secondary road:SPRUCE STREET Secondary frontage: 141 village:West Barnstable Fire district:W BARNSTABLE Town sewer exists at this address: No Road index:0955 r, Interactive map: Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info owner: SCHWACH, GERARD ) F Co-owner: Streeti:PO BOX 353 Street2: city:WEST BARNSTABLE State:MA zip: 02668 Country: Deed date:4/21/1972 Deed reference: 1636/96 Land Info Acres: 0.17 use: Single Fam MDL-01 zoning:RF Neighborhood: 0106 Topography:Level ` Road:Paved Utilities:Gas,Well,Septic Location: Construction Info 1BUilding No ear BuiltjGross Area Living Area Bedrooms Bathrooms 1 11800 11024 1844 2 Bedrooms 1 Full-0 Half Buildings value:$59,900.00 Extra features: $0.00 Land value: $123,700.00 .i http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=217001 1/1 8/14/2018 Official Website of The Town of Barnstable Property Lookup Select Language Assessing Division} property Lookup Results - 2018 367 Main Street,Hyannis,MA.02601„ <<BACK TO SEARCH<< (*Print Owner Information-Map/Block/Lot:217 l 001/-Use Code: 1010 k Owner Owner Name as of SCHWACH;GERARD J Map/Block/Lot GIS MAPS 1/1/17 PO BOX 353 217/001/ ( Property Address WEST BARNSTABLE, MA. 1825 MAIN ST./RTE 6A(W.BARN.) 02668 Co-Owner Name I Village:West Barnstable Town Sewer At Address: No GIS Zoning Value: RF [Assessed Values 2018-Map/Block/Lot 217/001/ Use Code 1010 t 2018 Appraised Value 2018 Assessed Value Past Comparisons Building $59,900 $59,900 Year Assessed Value Value: Extra $0, $0 '2017'-$ 179,700 ` Features: 2016-$ 186,300 t . 2015-$ 189,700 2014-$ 185,700 2013-$ 190,500 Outbuildings:$0 $ 2012-$ 186,700 2011 -$ 191,300 Land Value: $ 123,700 $ 123,700 2010-$254,500 I 2009-$264,300 2018 Totals $183,600 $183,600 ' 2008-$288,900 2007-$288,800 .........; E Tax Information 2018-Map/Block/Lot: 217 1 001/-Use Code: 1010 f _ Taxes W.Barnstable FD Tax " $0 Fiscal Year 2018 TAX RATES HERE (Commercial) i W.Barnstable FD Tax(Residential) $510.41 I ' Community Preservation Act Tax $52.93 Town Tax(Commercial) $0 Town Tax(Residential) $ 1,764.40 u http://www.townofbarnstable.us/Assessing/propertydisplayscreenl8.asp?ap=0&searchparcel=217001 ° 4 1A 8/14/2018 Official Website of The Town of Barnstable-Property Lookup $2,327.74 I Sales History-Map/Block/Lot: 217/001/ Use Code: 1010 i History: Owner: Sale Date Book/Page: Sale Price: SCHWACH,GERARD J 1972-04-21 1636/96 $0 Photos 217/001/-Use Code: 1010 Y ' I n d. ............. ..... _..... ...._. _ ....... .:................ ........ .. .... ..... ... ......... .,......... Sketches-Map/Block/Lot: 217 1 001/-Use Code: 1010 i BAS H.� �4., AsBuilt Card N/A Constructions Details Map/Block/Lot: 217!001/-Use Code: 1010 Building Details, Land [( Building value $59,900 Bedrooms 2 Bedrooms USE CODE 1010 1 Replacement Cost $99,856 Bathrooms 1 Full-0 Half Lot Size 0.17 (Acres) Model Residential Total Rooms 5 Rooms Appraised $ 123,700 Value Style Cape Cod Heat Fuel Electric Assessed $ Value 123,700 Grade . Average Heat Type Typical j Minus Year Built 1800. AC Type None Effective 40 o Interior Pine/Soft depreciation Floors Wood I Stories Interior Walls Drywall P Living Area sq/ft 844 Exterior Walls Wood Shingle Gross Area sq/ft 1,024 Roof Gable/Hip Structure } Roof Cover Asph/F http://www.townofbarnstable.us/Assessing/propertydisplayscreenl8.asp?ap=0&searchparcel=217001 2/4 Miorandi, Donna From: slopez@downcape.com Sent: Tuesday,August 14, 2018 11:44 AM To: Miorandi, Donna Cc: Danny- DCE; Craig,-DCE Subject: FW: Schwach Attachments: 18-207 Schwach T5 7-9-18 highlight.pdf; 18-207 FLOOR PLAN (2).pdf Good morningDonna as requested, lease see attached df of the Ian for 1825 Route 6A.We highlighted where the 4 p p p current system was shown on the'plan.As for the bedroom count,this property was a 2 family with 3 bedrooms back when it was a residence for the old brick factory. It is an existing 3 bedroom (see floor plan ) I do believe that assessing has it wrong. From: dgonsalves@downcape.com Finai Ito:dgonsalves(?bdowncape.com] Sent: Tuesday, August 14, 2018 11:32 AM To: Susan Lopez - DCE Subject: Schwach Thanks, Danny E. Gonsalves, EIT Engineer in Training Down Cape Engineering, Inc. Tel:508-362-4541 Fax:508-362-9880 This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure,copy,distribution or use of the contents of this message is prohibited. 1 Miorandi, Donna From: slopez@downcape.com Sent: Tuesday, August 14, 2018 11:44 AM To: Miorandi, Donna Cc: Danny - D,CE; Craig - DCE Subject: FW: Schwach Attachments: 18-207 Schwach T5 7-9-18 highlight.pdf;.18-207 FLOOR PLAN (2).pdf Good morning Donna, as requested, please see attached pdf of the plan for 1825 Route 6A. We highlighted where the current system was shown on the plan. As for the bedroom count, this property was a 2 family with 3 bedrooms back when it was a residence for the old brick factory. It is an existing 3 bedroom ( see floor plan ) I do believe that assessing has it wrong. From: dqonsalves('Odowncape.com [mailto:dgonsalves@downcape.com] Sent: Tuesday, August 14, 2018 11:32 AM To: Susan Lopez - DCE Subject: Schwach t Thanks, Danny E. Gonsalves, EIT Engineer in Training Down Cape Engineering, Inc. Tel:508-362-4541 , Fax:508-362-9880 This Electronic Message contains information from the engineering firm of down cape engineering,inc.-, which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure,copy,distribution R or use of the contents of this message is prohibited. 1 NO • tanY 1 4V �Y. r DEED RESTRICTION WHEREAS, lt"��a.r� �J. :S r (,�,,� of jpwners name) �( `/ �.p aox 3J 3 �po� �n� l�6�(' MA (address) is the owner of &J `� //� �D � � ro located (address). at MA (hereinafter referred to as and being shownQn a plan entitled"Subdivision of Land in GU6 41 eAd a L MA, Property of l°i ne jel'rA, — S'a /® . -z'1e, et al, duly recorded in Barnstable County Registry of / Deeds in Plan Book �� Page Or on Land Court Plan Number WHEREAS, 6 tCv-" J • fc�twack as the owner of said lot has (owner'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 compliance with 310 CMR 15.200, State.Environmental Code, Title,V, Minimum Requirements for 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, i NOW, THEREFORE, T s�� does hereby place the f� (owners 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: may have constructed (address) upon the lot a house containing no more than � e.e (3) bedrooms. U-.. se-�.)ae-k " agrees that this shall be permanent deed (owner's name) restriction affecting located on MA, and. being shown on the plan recorded in Plan Book /6_ , Paged /3,3 Or on Land Court Plan For title of see the following deed: Book 162 .Page Or Land Court Certificate of Title Number Executed as a sealed instrument day of Owner' ignature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS ss y , 20,� . Then perso 11 a peared twbaov�e-named known to me to be the person who executed the foregoing instrument and acknowled ed... the same to be S free act and deed, before me, ANS Notary Public V.•;�NE�PiRF.• �.� Co s = My commis�iony e fires• :O _ .. :�� (date) Co BARNSTABLE REGISTRY OF DEEDS 0M AS S P►P. John F. Meade, Register �j�No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01pplicotiou _for lVerr Cou9truction Permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: -IplOy i e (. R �� 0 n0.` Location-Address ( Assessors Map and Parcel/nn Owner Address Installer-Driller Address Type of Building Dwelling _L.,Z Other-Type of Building No. of Persons Type of Well LA!r Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prote ion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of 1' e h e 's ed b the Board of Health. Signed G 0 ' i ® at Application Approved By / ae Application Disapproved for the following reasons: Date Permit No. Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Commp "auce THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by T WQ I' Installer at R c:,\-&� L 1A,, \N - has been installed in accordance with the provisions of the Town of Barnstab �ard He It P>lrivate Well Protection Regulation as described in the application for Well Construction Permit No. ated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTrION SATISFACTORILY. Date 's 1 I Inspector r— No. C s W Fee No BOARD OF HEALTH TOWN OF�, BARNSTABLE 0[pprtcatiou jFor Vern Cou6tructiou Permit Application is hereby made for-a permit to Construct( ), Alter( ), or Repair( ) an individual well at: 1-OZs �A)t> V7 Location-Address (t ( ^� Assessors Map and Parcel c Owner Address Shn.�Y. c�Iry c�c� r �d 177 Cv Installer-Driller- Address Type of Building Dwelling _�,z Other-Type of Building No. of Persons Type of Well �� - i1 /1 Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protec ion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of o li n•e h een,issued b the Board of Health. ,L Signed �`7 - �' at ) Ap, Application Approved By v „ _ ;� � All ate Application Disapproved for the following reasons: - � q"'""� Date i f( Permit No. / Issued x Date BOARD OF HEALTH TOWN OF BARNSTABLE r (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by r, ,� ,� w_o m Installer has been installed in accordance with the provisions of the Town of Barnstab B and o HeVated ivate Well Protection o. Regulation as described in the application for Well Construction Permit N + THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date \ S ' Inspector 1 _ BOARD OF HEALTH ` -� TOWN OF BARNSTABLE Yell Cougtructiou Permit No. (/I / Fee L Permission is hereby `4 granted to C -e. V Z_k L Installer to Construct( Alter( ), or Repair( an individual well at: No. _ Street as shown on the alpplicat'on f<r a Well Construction Permit No. ' at d // Date h / Approved By jf i { SYSTESYSTEM/1 PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES M 1 MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NAW 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE Roilroad 2. MUNICIPAL WATER IS NOT AVAILABLE � \ TOP FOUND. EL. 42.3' FILTER FABRIC OVER STONE \` 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. rate o 00 4. 42.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 42.5' W° e 9 e NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST °n PRECAST H-10 THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-10 RISERS (TYP.) MORTAR ALL PRECAST RISERS 2'0 4"OSCH40 PVC COMPONENTS Locu {' 6" MIN. SUMP PIPES LEVEL 1ST 2'MIN. H-1G 5. PIPE JOINTS TO BE MADE WATERTIGHT. Cape Cod 12" INT. DIM. 4 . <.{•• ENDS 5 (TYP.) 0' Community \*41 .3'± WATERPROOF/WATERTIGHT BET. Hsi6ES 39.53' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE C,pg College 1500 GAL H 10 pa�°�°�o a ° ° ° ° ' 14" 0_0 �. ° �: o o o 0 0 o WITH 310 CMR 15.000 (TITLE 5.) POltd 39.32 ' 10" SEPTIC TANK TEE 9.07' " ��® ��®® °° ®��®- -�®�� TEE °o°o°o°o°o°o WATERTEST D'BOX o°°oo°o°o° ®��®®®®®®�® . ° °� 0 0 0 0 0 0 0 >°°°°°°°° o °°�°�° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND e aG GAS BAFFLE ° ° ° ° ° ° FOR LEVELNESS o ° ° o ®��mmm®0�� 00 �� °° ° ° o ° 0 o 0 0„0 0_ o0 0 0 0 0 0 0 ° N °o°o °o o�000aa�aa� °°o°o° a��oao�a�aaa °°°°°°°o°o °° ° ° ° ° ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY yjo 38.97' 38.80' °°°°°°°° `000000 o°o°°°o° OTHER PURPOSE. °pd 4' LIQ. LEVEL (ACME OR EQUAL) °O°O°O°O ` °°° o o ° 0 36.7 °0000000000000000000000aa000°000Ooa00000Ooo� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 0 0 0 0 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST*OR EQUAL. Exit ,,0000°,0000000?�09� ° 000000(00�0�0_„0_�0_000000. TANK SEAM.TO BE COATED 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR -� #6 AND WRAPPED WITH 6" VINYL 6" CRUSHED STONE OR MECHANICAL APPROX. OVERALL DIMENSIONS TO OUTSIDE_OF STONE: 30' X 9.83' CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [2]) SEE LEACHING DETAIL FOR EXACT DIMENSIONS HEALTH AND PERMISSION OBTAINED FROM BOARD ice Rd' toOF HEALTH. Ser 10. CONTRACTOR SHALL BE RESPONSIBLE FORCALLING (1-888-344-7233) AND VERIFYING IGSAFE THE LOCATION OF ALL UNDERGROUND & LOCUS MAP ( 13 % SLOPE) ( 2 % SLOPE) ( 1 SLOPE) 31.0' BOTTOM TH-2 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000't NO GROUNDWATER FOUND WORK. 5' D' BOX 12' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 217 PARCEL 1 FOUNDATION- 15 SEPTIC TANK FACILITY BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. THREE BEDROOM DEED RESTRICTION REQUIRED *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VARIANCES REQUESTED: UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM UNDER MAX. FEASIBLE COMPLIANCE 15.405: AND REMOVED OR PUMPED AND FILLED WITH CLEAN LD (1g): REDUCTION IN SETBACK, SAS TO PRIVATE WATER SUPPLY WELLS SAND. UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: SYSTEM DESIGN. 99- EXISTING CONTOUR 397-8 E(1)(e): SEPTIC TANK TO WELL <100' 397-8 E(1)(f): SEPTIC LEACHING FACILITY TO WELL <150' X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED -[99]- PROPOSED CONTOUR V U EXISTING 3 BEDROOM DWELLING 198.4] PROPOSED SPOT EL TH1 �� I � DESIGN FLOW: 3 BEDROOMS Q 110 GPD = 330 GPD TEST HOLE 0� W USE A 330 GPD DESIGN FLOW h GRAVEL ♦ �� 3 SEPTIC TANK: 330 GPD (2) 660 2 SLOPE OF GROUND DRIVE p 6' Z s 8. UTILITY POLE w L '� �� USE A 1500 GAL. SEPTIC TANK FIRE HYDRANT h LEACHING: NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING ��7 5' REMOVAL OF E SOIL REQUIRED SIDES: (79.8') 2 (.74) = 118 GPD AROU D PERIMETER F L ACHING FACILITY, /� 38 \70 O DO TO SUITABL SOIL LAYER. REPLACE O BOTTOM 296 .74 = 219 GPD 6 0 WITH CLEAN MED. ND 0 MEET ( ) ' 9 O TEST HOLE LOGS LOT AREA 838, SPE IFlCATIONS OF 0� M 15.255(3) / '�s S,o h TOTAL: 454 S.F. 337 GPD 8,474 S.F. h h' ryh USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 3 ENGINEER: CRAIG J. FERRARI, SE #13871 ¢O WITH APPROX. 2.5' STONE AT SIDES, 4' AT ENDS AND 5' WITNESS: DONALD DESMARAIS o 4/ �h BETWEEN UNITS SEE LEACHING DETAIL FOR MODIFICATIONS DATE: 6/22/2018 PERC. RATE _ < 2 MIN/INCH EXISTING 49, � MA I , I P 15724 ¢2 cp \ DOFLLIN42.3 O H 0 I 6 a' CLASS SOILS # Q APPROVED DATE BOARD OF HEALTH 1 ELEV. 2 ELEV. o / LEACHING optQ 43' op, 42 Q� H FIELD DETAIL A A BENCHMARK: [43] t / ' LS LS TOP OF BOTTOM =1 0 1OYR 4/2 1OYR 4/2 STEP = 41.6' TITLE 5 SITE PLAN 9 9 OF B B LS LS 5 -�g �03 ¢2 _ _ #1825 ROUTE 6A 32" 10YR 5/4 40.3' 30» 10YR 5/4 40.5' �' h^ PAN �jNOFMgssc ss EST BARNSTABLE MA v ^ S �, o�F3 qyG, ��y(NOFM,q qc ' 45 y w. DOJALA N� �� DANIEL C1 C1 _ CIVIL C" o A. `�`, PREPARED FOR SiL SiL R6 No.46502 � OJALA � - N GERARD SCHWACH 10YR 6/1 10YR 6/1 � Off' Te `� � '°Fss�oa� 66" 37.5 7g 35.5 � 53• �"� �-��.-\v � l ��SUR ��- `�R� DATE: JULY 9, 2018 0' DANIEL \ F ��s REV.: SEPTEMBER 12, 2018 (BOH) G� S � ± q G C EX. �/o A. f r ,, SIEVE i �� _ i OJAL/, ` �. �i. �: j\.' WELL a, o �, '�IEL_A �'� q No.40980 CIS _ _ 4541 MS MSS Foss ° �' ~ -:�.� 1 fax 508-362-9880 c r � � downcape.com O 8 s`ONA c� 0WO cap ia g e en ineerin , c. 10YR 7/4 10YR 7/4 1 8 132" 32' 132" 31 ' C civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' �� ` ( land surveyors �~ 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 CE � , 8_2®7 0 10 20 30 40 50 FEET 18-207 SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILEF2% CONCRETE COVERS TO WITHIN 3" GRADE o TOP FOUND. EL. 42.3' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS NOT AVAILABLE Railroad \� 42.03. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ate o o MINIMUM .75' OF COVER OVER PRECAST SLOPE REQUIRED OVER SYSTEM 42.5' 6 W° er9 v PRECAST H-10 NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST °ne THICKNESS REQUIRED BLOCKS OR RISERS (TYP.) MORTAR ALL PRECAST RISERS UNITS TO BE AASHO H-1Q Locu 2'0 4"OSCH40 PVC COMPONENTS 6" MIN. SUMP PIPES LEVEL 1ST 2' H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. Cape Cod ' 12" MIN. INT. DIM. 4' 5' • �NDS (r P') 0' Community * BET. SIDES 39.53 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Coiie e 41.3 f 10" 1500 GAL H-10 14" Garre 9 IS cP°c�'°°c�0 cY° 39.32' TEE SEPTIC TANK TEE ° ° ° 0 �0pm o°o ogo CPMM- -PEnp� 9.07 WITH 310 CMR 15.000 (TITLE 5.) pow0 ° ° ° ° ° WATERTEST D'BOX ° PC�p0P0ME�P� °° ° ciaooaoao�aa °°°°°°°° 0 0 0 0 0 °°"° ° ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE °o°o°o°o°o°o ° o0000000 0 o o'o 0 0 0 0 o 0 0 0 °o °g_°�°� ° °_ FOR LEVELNESS 0 0��1��(�� oogogo cloa000�aooa ° ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY 38.97' 38.80' o �aaaaaaoaoa o00o C��O��O� ,00000000 �oo4' LIQ. LEVEL (ACME OR EQUAL) ° °°°°°° °°°°°°°° 36.7 OTHER PURPOSE. and }0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ •0000000000000000000000°0°0°0°000°0°0°0°0°0000 0000000000000000o0°000000000000000°0°0°0°0°0. ,,o 0 0_�_0_n_o.o 0 0 0 0 0 0.�_�_°_n_0.0 o H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Exit 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 116 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD Rd' OF HEALTH. Sep ice 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP ( 13 % SLOPE) ( 2 % SLOPE) ( 1 % SLOPE) 31.0' BOTTOM TH-2 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF , NO GROUNDWATER FOUND WORK. SCALE 1 =2000 t FOUNDATION- 15' SEPTIC TANK 5' D' BOX 12' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 217 PARCEL 1 FACILITY BE REMOVED BENEATH AND 5' AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VARIANCES REQUESTED: PROPOSED LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM UNDER MAX. FEASIBLE COMPLIANCE 15.405: AND REMOVED OR PUMPED AND FILLED WITH CLEAN L E G E N D (1 g): REDUCTION IN SETBACK, SAS TO PRIVATE WATER SUPPLY WELLS SAND. UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: 397-8 E(1)(e): .SEPTIC TANK TO WELL <100' 99- EXISTING CONTOUR 397-8 E(1)(f): SEPTIC LEACHING FACILITY TO WELL <150' X 99•1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR � SYSTEM DESIGN. 198-41 PROPOSED SPOT EL. ITH1 �k O GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE GRAVEL ♦ �►� EXISTING 3 BEDROOM DWELLING 2� SLOPE OF GROUND h DRIVE , �.� DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD UTILITY POLE w L USE A 330 GPD DESIGN FLOW 36 FIRE HYDRANT � 5' REMovA1_ OF N �m A E sOlt: REQUIRED SEPTIC TANK: 330 GPD :(2) = 660 _ NOTE:"NOT-ALC`SYMBOLS MAT_APff-M..IN-DRAWING _ - `� -- - 7 AROU D PERIMETER F LEACHING FACILITY, USE A 1500 GAL. SEPTIC TANK 7 O DO TO SUITABL SOIL LAYER. REPLACE 38 06 DO , WITH CLEAN DIED. qND, 0 MEET 9 SPE IFICATIONS OF 0 M 15.255(3) LEACHING: TEST HOLE LOGS LOT AREA '�s. ° 838, SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD 8,474 S.F. ' �ENGINEER: CRAIG J. FERRARI, SE #13871 ¢O BOTTOM 30 x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD WITNESS: DONALD DESMARAIS o 41 DATE: 6/22/2018 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) / i \ WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' PERC. RATE _ < 2 MIN/INCH EXISTING DWELLING �o /7 BETWEEN UNITS CLASS I SOILS P# 15724 g2 TOF = 42.3 H ELEV. ELEV. �" 43' 0" 42 ° H MA �k ` / APPROVED DATE BOARD OF HEALTH A A BENCHMARK: [433 / TOP OF BOTTOM LS LS STEP = 41.6' 9„ 1OYR 4/2 9„ 1OYR 4/2 B B . TITLE 5 SITE PLAN LS LS g� oJ� g2 OF „ 1OYR 5/4 , 1OYR 5/4 T^ � 32 40.3 30„ 40.5, 45 v�h P� .0, #1825 ROUTE 6A C1 C1 SiL SiL WEST BARNSTABLE, MA ��, : „ 10YR 6/1 10YR 6/1 pA ' PREPARED FOR 66 37.5 78 35.5 53 REE GERARD SCHWACH C c S SIEVE U EX. �(N S, 1 PR `WELL ,V�� SS�cS a �ZHOFtfgss DATE: DULY 9, 2018 mo o` DAr�IEL Gu �' qcy MS MS ) 46 A. ��° DANIELA. Gym off 508-362-4541 1 OJr?tA I o OJALA fax 508-362-9880 No.40980 I CIVIL � I 0 Al No 46502 downcape.com „' 1 OYR 7/4 1 OYR 7/4 n °P �E oP ��S�crS R�°�`�w� Down cape en ineerin inc. �S5� 132 32 132 31 -- s,° , L EN �i civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' -�,'( , l �---� '1 /crud surveyors f 939 Main Street ( Rte 6A) LICE # ' 8-207 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-207 SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT (NDT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE FCONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE Railroad \ TOP FOUND. EL. 42.3' FILTER FABRIC OVER STONE 42.0' 2% SLOPE REQUIRED OVER SYSTEM 42.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. erg°te o o MINIMUM .75' OF COVER OVER PRECAST W° e NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST °n PRECAST H-10 THICKNESS REQUIRED MORTAR ALL BLOCKS OR UNITS TO BE AASHO H-LQ RISERS (TYP.) PRECAST RISERS 2'0 4"OSCH40 FVC COMPONENTS Locu H-10 .. s" MIN. SUMP PIPES LEVEL .1ST 2' S. PIPE JOINTS TO BE MADE WATERTIGHT. Cape Cod 12" MIN. INT. DIM. 4' 5' WATERPROOF WATERTIGHT ENDS BET. (TYP.) 0' SIDES 39.53' Community *41 .3't / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 15DQ GAL H-10 \3 ➢o�=o�o o _ °. °• ° .. o-0 0 0 �'iQ�TC college ° ° o 0 0 °° WITH 310 CMR 15.000 (TITLE 5.) pond 14" f O = � O O O °o 000go Cl O O O O O O >00000000 39.32 loll SEPTIC TANK ��0 0�� ° ° �0�0- -�0�0 9.07 0 0 0 o O O O O O 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 TEE TEE o000no -o WATERTEST D'BOX ° ° ° ° aoaoo�oa000 ®oaooaooaoo 0 0 0 0 0000 0 o 0 0 0 0 o 0 0 0 0 o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND e o GAS BAFFLE 1_ooOR LEVELNESS ni o 0 0 0 ��0��0�� oo � NOT TO BE USED FOR LOT LINE STAKING OR ANY° o ° o 00o°° ao .°°°o°o°° OTHER PURPOSE.100 fgoo°o°o°o ".'o0 '<'0000000o Opp'4' LIQ. LEVEL (ACME OR EQUAL) . 38.9738.80 ° o ° ° ° o ° o 0 0 36.7 o O �0000000000000c0000000o;o;o;o;o;o;o;o;o00000� f L 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.°o°o °oo°oo,°o.°+o°+o°oo;o°0000°oo°ooc°oo°oo°o°o°o°o0°00°0o°009 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL Exit TANK SEAM TO BE COATED 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR #6 AND WRAPPED WITH 6" VINYL 6" CRUSHED STONE OR MECHANICAL APPROX. OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [2]) SEE LEACHING DETAIL FOR EXACT DIMENSIONS HEALTH AND PERMISSION OBTAINED FROM BOARD ice Rd'. OF HEALTH. ser 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( ) AND VERIFYING IGSAFE THE LOCATION OF ALL233 UNDERGROUND & LOCUS MAP ( 13 % SLOPE) ( 2 % SLOPE) ( 1 % SLOPE) 31.0' BOTTOM TH-2 f OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NO GROUNDWATER FOUND WORK. SCALE 1"=2000't FOUNDATION- D BOX 12 15' SEPTIC TANK 5' ' ' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 217 PARCEL 1 FACILITY BE REMOVED BENEATH AND 5' AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL VARIANCES REQUESTED: PROPOSED LEACHING FACILITY. THREE BEDROOM DEED RESTRICTION REQUIRED UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM UNDER MAX. FEASIBLE COMPLIANCE 15.405: AND REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND (1 g): REDUCTION IN SETBACK, SAS TO PRIVATE WATER SUPPLY WELLS SAND. UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: SYSTEM DESIGN. 99- EXISTING CONTOUR 397-8 E(1)(e): SEPTIC TANK TO WELL <100' 397-8 E(1)(f): SEPTIC LEACHING FACILITY TO WELL <150 X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED -[99]- PROPOSED CONTOUR � V EXISTING 3 BEDROOM DWELLING 198.4] PROPOSED SPOT EL TH1 �k DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD TEST HOLE I USE A 330 GPD DESIGN FLOW GRAVEL 2� SLOPE OF GROUNDh DRIVE o o� SEPTIC TANK: 330 GPD (2) = 660 z UTILITY POLE W L'' �q 98, USE A 1500 GAL. SEPTIC TANK FIRE HYDRANT �•$• h ~ LEACHING: NOTE:, NOT ALL SYMBOLS MAY APPEAR IN DRAWING \ ��7 5' REMOVAL OF E SOIL REQUIRED '79.5 AROU 0 PERIMETER F L ACHING FACILITY, , f / SIDES: ( ) 2 (.74) = 118 GPD 7 O DO TO SUITABL SOIL LAYER. REPLACE �l 38 06 QO , WITH CLEAN MED. ND, 0 MEET / BOTTOM 296 (.74) = 219 GPD ' 9 SPE IFICATIONS OF 0 M 15.255(3) TEST HOLE LOGS TOTAL: 454 S.F. 337 GPD LOT AREA �� ^°� BBB, �S' 8,474 S.F. `s' ¢o h 40 �M USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ENGINEER: CRAIG J. FERRARI, SE #13871 WITH APPROX. 2.5' STONE AT SIDES, 4' AT ENDS AND 5' 4/ WITNESS: DONALD DESMARAIS �- BETWEEN UNITS SEE LEACHING DETAIL FOR MODIFICATIONS 0 � _____„' y DATE: 6/22/2018 PERC. RATE _ < 2 MIN/INCH CD EXISTING o 49, DWELLING CLASS I SOILS P# 15724 42 TOF = 42.3 �/ H g.8' MA APPROVED DATE BOARD OF HEALTH ELEV. ELEV. o / � LEACHING opt43' 0" Q 42' �� °' , " FIELD DETAIL A A BENCHMARK: LS LS TOP OF BOTTOM [43] 1 =10 1OYR 4/2 1OYR 4/2 STEP = 41.6' J TITLE 5 SITE PLAN 9 9 � B i OF LS LS #1825 ROUTE 6A „ 10YR 5/4 10YR 5/4 - �_ WEST BARNSTABLE MA 32 40.3 30„ 40.5 � s 45 C1 C1 PREPARED FOR SiL SiL I ' �6 GERARD SCHWACH 10YR 6/1 10YR 6/1 66" 37.5' 78" 35.5' 53 OF Ss �s DATE: JULY 9, 2018 DANIEL s v5�OF� ,s REV.: SEPTEMBER 12 2018 (BOH) r sy EX. � SIEVE WELL �cLi A �� UANIEI_A. �� OJA! ALA No.4ss �Po¢/ I CIVIL -+ ff 508-362-4541MS MS 46 cF No.46502 fax 508-362-9880 OSURv� o �GrSTE \\,` � downcape.com 1OYR 7/4 1OYR 7 4 �� `�sioraAr 132" / � � down cape engineering, Inc. 32 132 31 civil engineers Scale: 1"= 20' = / land surveyors 939 NO GROUNDWATER ENCOUNTERED "'� '1_.-�� ) y Main Street ( R to 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 01675 .; 18-207