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0025 OVERLEA ROAD - Health
25 OVERLEA ROAD Hyannis A= 287 - 155 l TOWN OF BARNSTABLE /t LOCATION SEWAGE�.� l�� SEWAGE# U��pL VILLAGE N y I gar ASSESSOR'S MAP&PARCELp`4 7 t,5 S INSTALLER'S NAME&PHONE NO. Too _-\ SEPTIC TANK CAPACITY l LEACHING FACILITY: (type) - >L�L> (size) l3 X Z k NO.OF BEDROOMS OWNER PERMIT DATE: '31 -U C c� COMPLIANCE DATE: �O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ,` 1 1 Q. [CD i vt `� N •. . -. .. � -. ..... v. Y r ti. �... r. M}:.4fvLeArAM1''--. Y ...... .._ .. - .. ... r- ..rr.��.�.r-� � rr - p No. Fee $ /5-0Jn t, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: F Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatiDTC RepaiMisposal 6pstem Construction Permit Application for a Permit to Construct(3 r( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address ok Lot No.`1,yS ✓LC� Owner's Name,Address,and Tel.No. '' at o*� Asse sor's Ma /Parcel .01441 Installer's Name,Address,and Tel.No. ��yy L,"�;� p Designer's Name,Address,and Tel.No. ce p AJj a'd K Type of Building: �. cnA Dwelling No.of Bedrooms Lot Size Ie sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures *� Design Flow(min.required) �(PA gpd Design flow provided ! gpd Plan Date OLI 7<-'S,t)_o Number of sheets ' Revision Date © \ i Title ° y Size of Septic Tank 1'r"'�� 1� b 0 Type of S.A.S.C. ^Z-® ��10 q5j%4 A,A 6 r Description of Soil ��.�,. �� 1 g Nature of Repairs or Alterations(Answer when applicable) �L/ �'i•�A1.. 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 Bo d of. ealth. S' ne Date 07 4 d Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Oct Date Issued 7120�7,02-D /5-0 � fFee x s THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ��Applltati0lY 'lr "isposal *pstrm ConstCurti.on VErntit Ir Application for a Permit to Construct( Repair( ) Upgrade( } Abandon(. ) ❑Complete System ❑Individual Components Location Address or Lot No. 2-1S p✓,-1Ac..cl Owner's Name,Address,and Tel.No. Asse sor sMap/Parcel �.g� ("j ��, Sti- �, O�d3 Installer's Name,Address,and Tel.No. --p ,.� �t� Designer's Name,Address,and Tel.No. S1 L J'j �- 1<•��� �• r �� 't •.t' SdCCCg Ilf�l ky SXru�� 1�41 �(48� IRJ�^n•� Type of Building: r f r Dwelling No.of Bedrooms (n Loot Size �'M +� sq,ft. Garbage Grinder Other Type of Building No-.of Persons Showers( .) Cafeteria( ) Other Fixtures 1 F f•� Design Flow(min..required),;; 6t tt pQ � gpd Design flow provided G 0 gpd Plan Date (pGI 7 `� � Number of sheets �'�' Revision Date 07 m .?,i, 7 Title Size of Septic Tank J Q n Type of S.A.S. tk1A-,1,fl,^ C_\V _M C(� -- r Description of Soil _AC I C,� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreements 1 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 I Compliance has been issued by this Bo df of ealth. �.igned f Date o717A 1" f Application Approved by � Date Application Disapproved by Date for the following reasonsr4 f Permit No. &7-o A 'D q 9 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifiratr of CotnpYianre THIS IS TO CERTIFY,that the On-site Sewage Dispo al,system Constructed( Repaired( ) Upgraded( ) Abandoned( )by at ZY 9V�f 4. �. a,A has been constructed in accordance with the provisio�nnss'of�Tffle 5 and the for.Disposal System Construction Permit No.2bZo-61qd�ate/d Installer, (_Sa-� Designer R%"o't r n/ i !: r #bedrooms Approved design flow c✓ gpd The issuance of this permit s all not be construed as a guarantee that the system wilt c n( designed. Date L .)d Inspector ty' O� _________n_____j_�_ ____ _________ -_______________________________ ___________ __ ( No: Fee-$ /5-0— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-;BARNSTABLE,MASSACHUSETTS -Misposal *pste*m.tonstruction 3p ermit .. Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at i 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. j Provided:Construction must be completed within three years of the date of this permi. Date 7 ��� Approved by - - 1 .r Town of Barnstable Y s KNE '�``"o Regulatory Services' Richard V;Scali Interim Director + BAR STABLE; + 9 MAC• $ Public Health Division 1639• 'DrFo���A Thoma.s.McKean,Director 260,M°ain Street,.Rlyannis;,NIA 026,61. Office :509.862-4644 Fax: 508-790-6304 Installer& Designer Certification Form: Date:: 12/15/2020 SewageTermit# 2020-094.. Assessor's Map\Parcel 2871155 Designer: Baxter- Nye Engineering&Surveying Installer:` Joyce Landscaping Address: 78 North Street Address,': 68 Flint Street Hyannis, MA.02601 Marstons Mills, MA.02648 On. July 31„2020 Joyce Landscaping was issued a permit to install a (date) (installer) septic,.system at 25 Overlea Road, Hyanni sport, MA. based on a design drawn by (address), Baxter-Nye Engineering,&Surveying dated. February 25,:2020 (designer) X I certify that the septic system referenced above was installed``substantially according.to the'design, which.may include minor approved changes such as lateral relocation of the distribution box and/or abptic tank. Strip out ,(if required) was,inspected. and the soils were,found satisfactoiy:: I certify,that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS.or any.vertical relocation of any component rt accordance with State & Local Regulations. Plan revisi of the septic system) but on 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 ry referenced above as constructe Hance with the ter iSs of the I\A approv letters (if applicable) STEPHENG v fa.. e . MATSON - CIVIL to Inst s Sig natltre) No 46345 o- p°FG�STF�� ss��NAL .CND' esigner's'Sgnature) (Affix Dest 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 CertificatiotiForm Rev 8-14-13.doc L'O CA T ION ``'� `� S E A G E P E RM I T N0. VILLAGE � 1Z74- � INST l ER'S ME & ADDRESS \�R UILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED g iN _ I ;. N � � -�—` � � 7 , � � � d _ _ is No..Y..l.._ _ f. '. ` + FE$.....5.?co........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... ..................OF........ .......................................... Appliratinn for Uiipniia1 Works Cnnntitrnrtion Prrutit Application is hereby made for a Permit to Construct (j( ) or Repair ( ) an Individual.Sew ge Disposal System at: 0✓EruE.¢ ss or L"...a��_� eX ..............................................................Lot No. ...._��..---_......... / ............. dr Ow ........................••......Address -P ... Instal a Address Type of Building Size Lot..._ `1��75�.....Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q, Other fixtures d - ----•---•--- W Design Flow.................//V......_._........gallons per person per day. Total daily Mow___--__.-_---J .�... ...........gallons. 0,4r W Septic Tank—Liquid capacity/00-gallons Length....n..__ ft . Width... _ Diameter---------------- Depth., `y..__. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No............I...... Diameter....... Depth below inlet..... _.......... Total leaching area...a?67_...sq. ft. Z Other Distribution box ()( ) Dosing tank T#0417- / a Percolation Test Results Performed by.... .. .. . ........... A............... Date...... .d ........... a Test Pit No. l.. a-...minutes per inch Depth of Test Pit...JMY.._..._ Depth to ground water... --.............. Test Pit No. 2................minutes per.inch Depth of Test Pit.................... Depth to ground water........................ -------•----- •--•-- •-------------------------------------------------•-•--- •-------------------------------------- --.------- O Description of Soil -�� OcI LU�4�!q i.....J'&V,SClL,.............................................................. x [ W --------•-•-----------------------•-•--------------------•----------------------------•-•-•-•----•-------------••----------------------------•-----------------------•-------•-----------....-•-------- VNature of Repairs or Alterations—Answer when applicable.___............................................................................................ 'Agreement: The undersigned agrees to install the aforedescribed Individual Sewa sposal System in accordance with the provisions of TI'i!Z- 5 of the State Sanitary Co e— The undersig ur er agrees not to place the system in operation until a Certificate of Compliance has bee sued lth. Sined... -- -- -------------•------------------•--••--......------------- Application Approve � .._ a� ----•--------- Date Application Disapproved f r he following reasons:................................................................................................................ ---•--•------•-------------------•-•-------•--------------...-----------------------------•---...•..---------------•---••••----------•------•-----------.............. ............................... Date Permit No...... 9 ....................... Issued•......... - gr Date No............. ....... ' << ,. , FEs..............:............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7 f)\: JNJ................_OF.......�;c�.f2F�t�Ti$.: 1 ........................................... Appliratiou for MivviiFal Marks T nitrnrtiou Famit f. Application is hereby made for a Permit to Construct (l( ) or Repair ( ) an Individual Sewage Disposal System at: 0 -- ► � 4 l R ......... __ .....................................•-••-....•. -•••-•••-•---------...•-•------...----•--•-•--•-------._.....-----•--•--••---•--•...........--•--- Location-Address or Lot No. •--•-•................_.._....-._..----•---•--......-•-•-----••----^_.._......----•-......------ ..........__...................................................................................... Owner Address W •.................•---...........-•-•-----------------------•-•--•-•-•--•---•--......------------- •--•--•-•-•--•---•---•----._...---•-••------................--•-••------- --------- •--- Installer Address dType of Building Size Lot_____�`f._'� 10 S___._ q. feet aDwelling—No. of Bedrooms.......... .............................Expansion Attic ( ) Garbage Grinder ( ) Q, Other—Type'of"-Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) pl --------•-----------------•----------------------•......--....--••-•............. Design Flow-Other fir --- --- allons per person per day. Total daily flow________________ g . g P P P Y Y . � gallons. W 04 Septic Tank—Liquid capacityZf-�Al?__gallons Length___'+4_ Width..�.f0... Diameter_............. Depth.'71 rr W x Disposal Trench—No_____________________ Width............. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.............. ...... Diameter.__...®fa....... Depth below inlet.... ............ Total leaching area.. , 7....sq. ft. Z Other Distribution box (4 ) Dosing tank S noraj"' Percolation Test Results Performed by.... __... A._.. ................ Date___---wry_ _ -^'__._ . �-_=----- ,aa Test Pit No. 1 _ef� ....minutes per inch Depth of Test Pit---k t".`__.__ Depth to ground water.. .............. Test Pit No. 2................minutes per inch Depth of Test Pit________--________-- Depth to ground water-.-_-._____---_-___-_-_. a ---------------------------- •--••--------••-•-•--••••----•----------...........---••---•--_....•......................................................... 0 Description of Soil-..................0 .?� x ----IiIOOOLOAA,a S .............................. = f ci.?. 2. 4 , ,./ / x 0/r _r�cf U 1`1 ! ..................•�� --------------------------•- W -----•-----•-----------------------•---•••----••-••-----------•--•-•-•-•-••••---••••-••--••-----••-•----•-•••••••--------•--••••-----••----•-•--------------------------------------------•-----........ UNature of Repairs or Alterations—Answer when applicable._______'....................................................................................... ----------------------------------------------------------•---•---------------•----........•-__••-•-•••---....-•--••-----------------------•--•-----•--•••••-•••-••••••--•............•------....---••- Agreement: � The undersigned agrees to install the aforedescribed Individual Sewa- sposal System in accordance with the provisions of TITIE 5 of the State Sanitary Co ,e—The undersig ur k er agrees not to place the system in operation until a Certificate of Compliance has bee sue r 1 Ith. Signed -------- .............-. _::....--•--•-•-•-----•- ---- ....._---•----- •• •- - .:- at Application Approve ..... ......................... ......................... >� Date Application Disapproved r` he following reasons:--•--------------------------------•-----------------------------------------------------------------.....•-••- •--------•---•---------••--...---•-----••-•--•-••----•••----•--------------•----......_......••-•-----------•------------------•--------•-•-----•-•-•-•------------ ----------••-----••--•--------_..._ Data Permit No.---.... 4 -- ................... Issued----------- ? gS_----- ----.. Dat A THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH. + ..........................................OF........................................m........................................... TrrtifirFa#r of Tamp ianrr THW-}IS T 'CERTIF� " t th Ind:v• al ge osal System f onst ted (�r Repaired ( ) by -- �.... `- •:„ .., .:: ; r "." -•---- staller at /� - 4- ;� -------------------------------------------------•----•------------------- ------- •------------ has bee installed in accordance with the provisions of TImLE 5 of The State Sanitary od as scribed in the application for Disposal Works Construction Permit No.. :-.,?_.;f. ............... dated. _._��. __ .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CON TRUE® AS A GUARANTEE THAT THE SYSTEM WILL-FEU CTION SATISFACTORY. DATE................. �� _C �•-•------------------------ Inspector........... -- ... ..... 0 _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...................................................................................... No. �� ' ?�� e�` FEE........................ RopimaViVorh, uatutr tun amit Permission is hereby granted......_.t __-_---••::....................................................................................... to Construct ( ) or Repair ( ,) an Individual S a e Disposal System atNo.............................................--..................... .............I..............Street-----..........-------......------ as shown on the application for Disposal Works Construction Permit No._---_____-• __. __ ed........................................_. ................................. ••---.. . -----•-------- o rd of Health DATE------ --7.... r r a FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ,+ Commonwealth of Massachusetts o2 _ Title 5. Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601a Property Address I Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page.. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information,,filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Paul Martin use the return Name of Inspector key. Cape Cod Septic Services Company Name 350 Main St Company Address rerw� W.Yarmouth MA 02673 City/Town State Zip Code 508-775-2825 S15016 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and.experience in the proper function and maintenance of on site sewage disposal systems.,I am a DEP approved system inspector pursuant to Section 16.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 10/2018 Inspector's Signature Date The system inspector shall submit a copy of this inspection'report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts H r Title 5 Official Inspection Form ' }` Subsurface Sewage Disposal System-Form - Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B;C,D or E/a/ways.complete all of Section D A) System Passes: . ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System in working condition. B) System"Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes "no" or"not determined" (Y, N,ND)for the following,statements. If"not determined," please`explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltratiion or tank failure is imminent. System will pass inspection if the existing:tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below):' t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 C Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 25 Overlea Rd. Hyannis,MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every lyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) t ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont:): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y 0 N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain.below): I C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the.system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts w w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey -PO Box 1 Owner Owner's Name information is ` required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and'Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS) and the SAS is within_ 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is Tess than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a D�EP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: ` You must indicate"Yes"or"No"to each of the following4or all inspections: Yes No ; ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name isrequired for every H annis ort MA 0.2647 - 5/4/2018 page. Citylrown State Zip Code Date of Inspection B. Certification (cunt:) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: T ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. 0 ® Any portion of cesspool orpr vy is within 100 feet of a surface water supply or tributary to a surface water supply. ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of.a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply Well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. . ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15:303, therefore the system fails. The system owner should contact.the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000.gpd to 15,000 gpd. For large systems, you must indicate either"yes or"no to each of the following, in addition to the questions in Section.D. Yes No ❑ ❑ the system is within 400 feet.of a surface drinking water supply, ❑ ❑ the system is within 200 feet of a tributary to`a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead,Protection Area—IWPA)or a mapped Zone Il of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310.CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3113 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts''= Title 5 Official Inspection Form F Subsurface Sewage�Disposal System Form . Not`for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 £' Property Address Jeanne Carey PO`Box 1 Owner Owner's Name information is q f required for every Hyannisport MA 02647 5/4/201$ page. Clty/Town State ; Zip Code _ Date of Inspection ~ C. Checklist Check if the following,have been,done. You must indicate"yes" or no as to each of the following: 4 Yes No y 5 ® ❑ Pumping information was provided by the owner, occupant, or,Board of Health ® 'Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? 0 ®` Have large volumes of water been-introduced'to the system recently or as part of this inspection? ® El Were`as built plans of the:system obtained and examined?(If they,were not available note as N/A) ® ❑ Was the'facility or dwelling inspected for signs of;sewage backup? ❑ ❑ Was the site inspected for signs of break out? T ® ❑ Were all.system components,,excluding the SAS, located on site?."..,' ® ❑ Were the septic tank manholes uncovered, opened,and the'interiorof the tank inspected for,the condition of the baffles or tees,':material of construction;' dimensions, depth of liquid, depth of sludge,and depth of scum? ❑ Was the facility=owner(and'occupaints If different from'owner) provided with information on the proper maintenance of,su bsu rface,sewage disposal systems? The size and.location of-the Soil Absorption System(SAS)on.the site has been determined based on ® ❑ Existing information. For example,-,a:plan at the Board of Health. ° ❑ ® Determined in the field (if any of the failure,criteria related to Part is at issue approximation of distance is unacceptable) [31.0 CMR 15.302(5)] D. System.Information Residential Flow Conditions: Number of bedrooms(design):- 3 Number of b dr' 3o0msactual DESIGN flow based on 310,CMR'15.203 (for example: 110'gpd x#of bedrooms): 110x3 330gpd t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 . Commonwealth of Massachusetts 4 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Overlea Rd. Hyannis, y MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code' Date of Inspection- D. System Information'_ - Description: Number of current residents: 1 . Does residence have a garbage grinder? H ❑ Yes No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage(gpd)): 2016=90gpd 2017=76gpd Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Current a Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): canons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes .0 No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection "Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' °wM b 25 Overlea Rd. Hyannis, MA 02601 , Property Address Jeanne Carey PO Box 1 Owner Owners Name information is required for every . Hyannisport MA 02647 5/4/2018 page. City/Town State.. Zip Code Date of Inspection D. System Information (cont:) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: No Records Was system pumped as part of the inspection?. ❑ Yes ® No If yes, volume pumped: gauons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank,distribution box,-.soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach_a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 :0fficial Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1, Owner Owner's Name information is required for every Hyannisport MA 02647, 5/4/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components,date installed (if known)and source of information: 1985 Per BOH records Were sewage odors detected when arriving at the site? ❑ Yes ID No Building Sewer(locate on site plan): Depth below grade: 257" feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: +10' feet Comments (on condition of joints, venting, evidence of leakage, etc.): Line checked with sewer,camera and found to be clean, properly pitched with no sign of root intrusion. Septic Tank(locate on site plan): Depth below grade: 1711 Material of construction: ®concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000Gal Sludge depth: 8-101, t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form "s Subsurface Sewage Disposal System Form -'Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner. Owner's Name information is required for every Hyannisport MA 02647 5/4/2018- page. City/Town State i Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 4-6" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined?. Estimated ' Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence'of leakage,etc.): 1000Gal tank in good structural condition. PVC tees in place. Tank at normal operating level.Covers 17" below grade. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 f I'\ Commonwealth of Massachusetts / Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments "t 25 Over 'lea Rd. Hyannis, s M A 0260 1 Property Address Jeanne Carey PO Box 1 Owner Owners Name information is required for every Hyannisport MA 02647 5/4/2018 page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) y Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of.inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal El fiberglass ❑ polyethylene y ❑ other(explain): Dimensions: Capacity: gallons Design.Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches;etc.): . Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface.Sewage Disposal System Form -Not for Voluntary Assessments c�M 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owners Name information is required for every Hyannisport MA 02647 5/4/2018 page. CltyTTown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Orr Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): H-10 DB-.3 with 1 line in and 1 dine out in good condition..Box is.clean and level with minimal solids carryover. No sign of overloading or hydraulic failure.cover 8" below grade. F Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes. ` ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances,.etc.): " If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): " If SAS not located, explain why: t5ins 3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary.Assessments <° 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1-6x6 ❑ 'leaching chambers ; number: ❑ ".leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool `number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 1-6x6 Pit with stone. 2' of effluent in pit during inspection. No evident staining any higher than current level. No sign of overloading or hydraulic failure. Cover 30 below grade. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts v W Title 5 Official In pection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments- 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Comments.(note.condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note.condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): . E t5ins•3/13 Titles Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts m W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 25 Overlea Rd. Hyannis, MA 02601 Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: +13 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ®. Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators,.installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Hand auger did not encounter water at 13'. Bottom of pit at 9' Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments I c M 25 Overlea.Rd. Hyannis, MA 02601. Property Address Jeanne Carey PO Box 1 Owner Owner's Name information is ` required for every Hyannisport MA 02647 5/4/2018 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached-in separate file t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 Assessing As-Built Cards Page 1 of 2 a LOCATION / '` S f W AGE PERMIT N0. VILLAGE aoINS L 'S ME. .iDDRESS t "hsUILlER 0RR}� OWNER GATE PERMIT ISSUED C DATE COM.PLIAHCE ISSUED 3 1/51g5 J G Two' i�lei/,� http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=287155&seq=1 5/1/2018 i Catalano Architects,P.C. 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EXISTING UNDERGROUND INFRASTRUCTURE, T PRIOR TO TH 2. LOCUS AREA IS COMPRISED OF, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT 0 SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIWATED HABITAT OF RARE WILDLIFE AS PER CURRENT ASSESSO jiii- 6`�mi BAXTER NYE 0 R'S RECORDS: MAPPED ON MASS CIS OLIVER PER NHESP "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY No Drawing Title A?Ji THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CIMR 10).- AVAILABLE UTILITY RECORDS ENGINEERING & C OWNER. RALPH AND LINDA LINSALATA WHICH MIGHT BE OCCASIONED, BY THE 9' LAND COURT CERTIFICATE JC219750 RESPONSIBLE FOR ANY AND ALL DAMAGES TE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS CIS OLIVER PER CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND U71LITIES EXACTLY. IF LAND COURT PLAN 17308-D 0 SI NHESP 'PRIORITY HABITATS OF RARE SPECIESN FOR SPECIES UNDER THE MASSACHUSETTS FIELD CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY C1.0 Existing Conditions Plan SURVEYING ASSESSOR'S MAP 287, PARCEL 155 0 ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN 0 C2.0 Site Plan SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER 0 SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF 4. ZONING INFORMATION: PER NHESP "CERTIFIED VERNAL POOLS.m UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING Registered Professional Engineers EXCAVATION, THE EXACTLOCATION OF UNDERGROUND FEATURES CANNOT BE RF-I � I I S and Land Surveyors ZONING DISTRICT. SITE DOES NOT APPEAR TO BE WITHIN A WETLAND RESOURCE AREA AS MAPPED ON MASS GIS C3.0 Details Plan ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE SYSTEM. CURRENT MINIMUM ZONING REQUIREMENTS: DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE VICINITY MAP MIN. LOT AREA = 43,560 SF 3rd Floor MIN.. LOT FRONTAGE = 20 FEEr 4 SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE It GROUNDWATER RECHARGE NECESSARY. C4.0 Legend and General Notes 1 78 North Street MIN. LOT WIDTH = 125�FEEr PR07ECTION AREA. U I TILITIES NOTED HEREON ARE SHOWN BASED ON SOURCE INFORMATION, WHEN AVAILABLE Hyannis, Massachusetts 02601 MIN. YARD SETBACKS: FRONT =,JO, SIDE = 15', REAR - 15' 0 SITE DOES NOT APPEAR TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY MAXIMUM 13UILDING HEIGHT = 3o FEET OR 2.5 STORIES (RECORD PLANS), AS OBTAINED FROM UTILITY COMPANIES ANDIOR MUNICIPALITIES. Phone - (508) 771-7502 DEVELOPED LOT PROTEC 1 TION - ZONING BYLAW SECTION 240-91(H): (BARNSTABLE B.O.H. REG. 3150-45). LOCATIONS OF COMP I ILED UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE ONLY Fox (508) 771-7622 IF FULL KNOCKDOWN SURECT TO 240-91: MAXIMUM LOT COVERAGE 20X TOWN WATER SERVICE SHOWN ON THIS PLAN FROM HYANNIS WATER DIVISION SKETCH www.boxter-nye.com 0 MAXIMUM FLOOR AREA RATIO (FAR) 30% 15659, UNDATED. OVERLAY DISTRICTS: AP EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM SKETCH ON FILE 0 AT HEALTH DEPT. FOR PERMIT 84-744, COMPLIANCE DATE 3-15-1985. 5. A TITLE SEARCH HAS NOT BEENPERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENr, TAKINGS, MORTGAGES, RIGHT OF WAYS N/F CAREY TRUST, ErC. NOT DEPICTED. IF DETERM&ED TO BE NECESSARY, A TITLE SEARCH GAS SERVICE SHOWW ON PLAN PER NATIONAL GRID SKETCH JSO2729. JEANNE S. CAREY, TR SHALL BE PERFORMED BY OTHd,'S AND SUPPLIED TO BAXTER NYE CERT.# 213313, PARCEL 11 MAP-281 LOT 009 ENGINEERING & SURVEYING. ELECTRIC LINE SHOWN ON THIS PLAN WAS ESTIMATED FROM ELECTRIC METER TO 86,18' 0 DWELLING LOCATION (NO SKETCH PLAN AVAILABLE). S-15*110'06" E 6. THE PROPERTY LINE INFORMATIO11,SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSIST& OF. PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE 013TAINED FROM AN ON THE GROUND FIELD SURVEY G) PERFORMED BY BAXTER NYE EkINEERING & SURVE)ING ON MAY 31, 2019 AND JULY 12, 2019. S T A M P S T A M P 0 7. BY GRAPHIC PLO77ING ONLY, THE�, PARCEL SHOWN HEREON LIES WITHIN FLOOD ZONE X ON THE FEMA FIOOO INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER 250001 0568 J.� F hf,4S1T rn 15' SIrC SETBACK co MATTHEW 0 0 Z' W. 00 0 EDDY Ca 0 -0 CIML co ;0 CIO No.43183 > 00 to ro �i' �D 0 Z 0 GISTS G-4 > > AL (0 00z >C F rn L4 U EXISTING DWELLING co M COVS , LTV Lo 45�60 > LET'15';�J46 Ln G OD m -4 :<(n CB/LEAD 62.11- C14 --I to P) 0 PLUG PIN 00 5j U) �GUY N 06-4-3-49' W z 0 0 A L4 SITE BENCHMARK: GAS GATE 0 ELEVATION=45.98 FEET, NAVD881 CONSULTANT +47�05 4 6.1-0 U +48,41 TRIANG LAR VEGETATIVE EASEM' ENT 0 UP 1486 G -COURT CER11FICAIE #21 +48,44L, PER LAND 9750 49.55 0 WSO 19/> -7- 0 N/F < NO CAREY TRUST, JEANNE S. CAREY, TR CERT.# 213313, PARCEL I PREPARED FOR : C MAP 287 LOT 009 0 107.70' cBAEAD PLUG PIN �D 46.20 46�38 IN 16'19'45* W 47,841, Ralph Linsalata 20 Surrey Lane +46.10 Weston, MA 02493 BULK 15' SIDE SETBACK HEAD Uj \N9 +46.20 BUILDING1 PROJECT TITLE +46�45 4 7 ABOVEI 25 Overlea Road G G G 'G -4 G Hyannisport, MA 02647 �G` G DECK G 14 G G 7 G G G 6AS SERVqg (201�)— G G G TP#1 TP#4 TP#3 N/F APPROX. LOCATION EXISTING SEPTIC SURVIVOR'S TRUST, JEANNE S. CAREY, TR \SYSfEM PER HEALTH DEPT. #211784 CERTIFICATE 0 MAP 287 LOT 155 LOT AREA=.344.,7.51'±" SF (0.80 AC) RESHOLD ELEV=61.14 WSO V, TP#2 PORCH 0� COP -1/2 STORY EXISTING 1 LO DECK WITH DWELLING #25 49.3'—" A:) PERGOLA \,O �n BENCHMARK: SURVEY'NAIL 0 NAVID ELEVATION=50.45 FEET, 88 '�O—p 10 �n /117 0 E 4\ E 9� Qel E E DECK E,A li"UNKNO,*iE DATE DESCRIPTION ELECTRIC E tj SHEET TITLE E E 0 m ON PEDESTAL ELECTRIC METE rZ;7 E I Existing %A PA IVD 4— N/F Conditions Plan JOSEPH & DEBORAH NORBERG CERT. #176256 In 7 MAP 287 LOT 150 S TBACK HEET NO 15 SIDE SE \N EL \N Cl so ABANDONED EL 52 METER W AND I PIT D A T E : FEBRUARY 25, 2020 1' PP WATER SERVICE --"Op, 10 20 TIONAINKNOWN (ESnMATED AS S 0 10 0 WATER SAVICE LOCA 1 6'1 9'45'�,,W 0 SCALE IN FEET N/F 41 OVERLEA LLC cs� B/DH 236.27' CERT#216175 SCALE : 1"=10' MAP 287 LOT 010 DRAWN BY: JKL CHECKED BY: MWEL UP 2 C, P, W/RISERS 10 B N 0: 2019-027 F I L E 2019-027 EC.dwa i -.---.----- ____.________,______________ ________,- -- -- _____-_____________________ --------,-- _�_ - __ _____________________._._-------------------_____ -------------____.____--------__-__-______-_____-_____________-__-__ ,__.___,___,- ___ -- __ - '' _ _,______ , - ------,------.,_______ ---�,---.-�.�-.----------,----------- -----",--------------------------,-------.-----.�-------�---.--------------,---�-�------____- -_-_ , ----,----------____--,---.--- , I I, � I I I � I I I : I I z� UTILITY NOTES1 � GRADING AND DRAINAGE NOTESI � � EXCAVATION/FILL NOTESI ; : = I 1. THE PROPOSED FIRST FLOOR ELEVATION=58.00. THE ELEVATION 58.00, IS EQUAL TO ELEVATION 0.00 AS SHOWN ON THE ARCHITECTURAL DRAWINGS, 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER'THAN 4 FEET ZONING TABLE B AX TE., R N Y E ! i 0 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO UNLESS OTHERWISE NOTED. SHOULD BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT � i LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE THE PROJECT ELEVATIONS ARE BASED ON NAVD VERTICAL DATUM. LEAST 1H:1V OR SUPPORTED WITH TRENCH &OX OR SIMILAR DEVICE. ZONING DISTRICT(S): RF1 I I '� I I -' ' CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL I U OVERLAY DISTRICTS: AP F�',,N;,`,"�I 1,�J I I T��R.1 N 0 & S U RN'","� YT N; G EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, Z DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND ALL WORK SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH ALLOWED USE: SINGLE-FAMILY DWELLING I UIREMENTS. CONTRAC OR SHALL OBTAIN TRENCH : INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR PERMIT AS REQUIRED. EXIST USE: SINGLE-FAMILY DWELLING PROPOSED USE: SINGLE-FAMILY DWELLIN', � I I LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE FINISHED BASEMENT = 800 SF BAXTER NYE � I ! ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. : :C 2. AFTER REMOVAL OF TOPSOIL AND INADEQ ATE MATERIALS, GENERAL PROP 1st FLOOR = 2,860 SF � : 0 DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, � . I FILL SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED PROP 2nd FLOOR = 1,450 SF I INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE 4. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE 10-WHEEL TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD EXIST TOTAL BUILDING AREA=1,604 SF CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, STUDIO ABOVE GARAGE= 530 SF ENGINEERING & PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND ALL UTILITIES (INTERIOR AND EXTERIOR). SITE NICAL ENGINEER NO FILL TAL = 5,640 SF I I VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA O SITE ELECTRICAL, MEP AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND DETAIL. IL THE SUBGRADE IS APPROVED BY*A RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL OPERATIONS EXIST BLDGS FOOTPRINT=1,604 SF SURVEYING : I PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. 1 5. EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED FOR GENERAL SITE GRADING SHOULD MEET AASHTO DESIGNATION EXIST BLDGS TO BE DEMOLISHED 4 SF - 0 ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED A-2-4 (CLASS 111) OR MORE GRANULAR AN , BE APPROVED BY A PROP TOTAL SITE BUILDING FOOTPRINT=�033 SF 1 2. TYPICAL COVER OVER WATER LINE SHALL 13E 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL GEOTECHNICAL ENGINEER. ALL FILLS SHOULD BE CONSTRUCTED IN 8" TOTAL PARCEL AREA: 34,751 SF I � � I I WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL, OR EQUAL. I BE DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE: SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED LOOSE LIFTS AND COMPACTED AS FOLLOWS, UNLESS OTHERWISE . � AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION, BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE . I NOTED IN PROJECT SPECIFICATIONS: I � I REQU RED/ALLOWED EXISTING I I . - I I I . 3. GAS, ELECTIR I � � . ' . Registered Professional Engineers . 11 . I : I I . �� I IC, DATA/COM IS SHOWN SCHEMATICALLY HEREON.. ALL LABOR, WORK, EQUIPMENT AND ,, , ACCOMPLISHED..WITH AN APPROXIMATE ,1.5%.GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. . 1 � � .. 11 M LOT AREA: I . I .. - . . . .. - -1� : � 34j751 ISF** - .. I I _ - . . I .. 1 . I .1 I I . - FILLS SUPPORTING FOUNDATIONS AND FIL OR SLABS, 95% OF AST I I — .1 . I , I . 43, 560 SF ,: ,� � 34,751 SF - �3: MATERIALS FOR INSTALLATION OF THESE UTIL111ES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. � I I I I D-1557 (AASHTO T-180) I I FRONTAGE: 20 FT 322 FT 322 FT and Land Surveyors I 1 3: U11LITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE 6. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR SHALL BE,RESPONSIBLE FOR - TOP 24 INCH E AND SUBBASE, 95% OF BUILDING SETBACKS RF-1 ZONE: 0 CONTROLLING U11LITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES OF 3:1 OR STEEPER AND AREAS THAT SHOW SIGNS OF EROSION FROM ASTM D-1557 (AASHTO T-180) � FRONT SETBACK 30 FT 145.2 FT 146.4 FT APPLICABLE UTILITY COMPANY. I CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX 11 .98 BY AMERICAN - RETAINING WALLS AND FILLS WITHIN ROADNAY (BELOW TOP 24 1 SIDE SETBACK 15 FT 16.4 FT 15.9 FT - 78 North Street - 3rd Floor EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, TO PROVIDE REQUIRED ECB'S AND PROPERLY STABILIZE ALL AREAS . 15,FT 41.8 FT 22.1 FT Hyannis, Massachusetts 02601 4. ALL UTILITY CU TI CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE 'OF THE SITE. . I I I I I I INCHES OF SUBGRADE AND SUBBASE), 92% OF AST.M D-1557 I MAX. BLDG. HEIGHT (STORIES)* 1 2.5 STORIES OR 30 FT - - I � SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE COURSE OF 11 I . I � (AASHTO T-180) , I � I 1 2 STORIES / <30 FT . � 11 T. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. I- FILLS IN GREEN SPACE, 90% OF ASTM D 1557 (AASHITO T-180) I MAX. FLOOR AREA RATIO* 30% (10,425 SF) - , � 16.2% .640 SF) : 1 7. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20 LOADING. - (� i � I ROUND STRUCTURES, Phone - (508) 771-7502 � I m I I MANHOLES, TANKS, UCTURES)* I - 20% (6,950 SF) 1 7.5% (2,597 SF) 11.6% (�,033 SF) � : I I rMAX. LOT COVERAGE (STIR I : 0 5. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL UTILITIES AND - *8. CO WATER ELE' OR VAULTS, ETC. AND PIPE EMBEDMENT (BEDDING, HAUNcHING AND Fox - I NTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE AND GROUND VATION PRIOR TO ORDERING OF MATERIALS (508) 771-7622 i * SUBJECT TO DEVELOPED LOT PROTECTION ZONING ORDINANCE SEC11ON 240-91 H. : MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. . -COMMENCEMENT OF CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFILTRATION RATE). IF RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRESENT, INITIAL BACK FILL), 95% OF ASTM D-1557 (AASHTO T-180) � ** PRE-EXISTING NON-CONFORMING www.baxter-nye.com I CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLAN's BY OTHERS FOR ADDIT10NAL INFORMATION AS SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS N/F CAREY TR U IST, I ! APPLICABLE. OCCURRING IS AT THE CONTRACTORS OWN RISK. I I I : I JEANNE S. CAREY, TR � : � -UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACILITIES AND I CERT,# 213313,_PARCEL 11 _' .. - -.'- - � . 1 6. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW-FINISH I . 11 I I �, 11 m GRADE. I 04.0 TYPE B. I I MAP...281"LOT 009 - I ", ,, 1, � , � -" I. �, 0 w I I-- I . 11 .1 I I � 9. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE I',- --- 1 86.11' 1,, I\ �, 1, . I ,,, , I I �. I � __ . I - __ m� ____ � I - 7. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL 11, -� , � I .� . S 11610-166-E lk" � 1, ,� 1, 1, - SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24". BACK FILLING CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND . " I - 1, �, , I I , , 1 � I '. I I �11 I I � OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK. I ." \, " " �, 1, ., I I I E EXERCISED (SEE ADS PRODUCT NOTE 3.115). I/ , " ,11"" 1 . 11 �\ N", �� I I " '� � I ,, 11� "' /, I I ----7- " 11 11., I z_ . � . 11 " I/ "" _____ SF --- I SF , '5-3,, ", 1,I 1,, 'I,\ , I �.1 �, I -�, I/ .................;- SF �," I ..'', 1,� " 11, 11 1� 11 I I ,,, I I 10. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR I - /,'- SF ,J . - __�_�ys I I�I I 11 "I " � 1� I "I , 54 �, I I . \ �, i a: 'I , ,� � 1, \0 ! I � - , 11 Z 1, I I 0 SHALL PROVIDE TIE-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6" CPP AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON DRIVEWAY LEACHING BASIN ,/ :1� "I', "�_, .1 1, "___�,1, ,-I',, `.1, I'll, �. I I : 11 , " , I � � I THE PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. (2) 6' DIA x 4' DEEP BASINS I I" 55 1, 1�y i, ,,, I I �, , :1 � ��. .1. I I N � 0. , ; NOTES1 . WITHIN 12'Wxl8'L STONE FIELD / I " I - .. - ,""', " .1, 1, ; I I . 64W 1 �.. 56 111.1, � �1� I I� I \ 1� : , I"gli4a ,� - -a 1 1. ALL GRADING WORK SHALL BE PLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR BASIN GRATE RIM=55.94 1 56.25 7 U W . " � n � , � -- : I " 36.26 TO W ,"56.'25 70W 56.14 1 � I � CP z " \ 0 1 1 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, PONDING. WHERE NOT OTHERWISE NOTED OR DEFINED ON THE PLAN, ALL CUT AND FILL SHALL BE BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 TOP OF BASINS=54.67 , 55,0 BOW N 1� 11 I � 11 \ m � . I � , �R'. \ I i I I . ' 'I 511.8 BOW ,' 11.-I.1------ 56.21 "' , �jp _ z , � , m I I REQUIREMENTS, AND SPECIFICATIONS. I � SLOPE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING WORK. BOTTOM OF BASINS=50.0 " I , , 11 " _ �......- ' SIDE ETBACK '�, 0 � 1, ,I 0 rn I I ' I 11 "I 1 '56.20 ______� I 1, i , - : : BOTTOM OF STONE=49.5 �, -4-7:, , ,I , , r S T A M P S T A M P : . I ! 56.21 7'O W I 11. � I � , " w r- : � 40 � � -,, "I I � I , : , , I ----- _ 1, I 1� ,\, I � 00 1 2. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND 12. BOTTOM OF WALL (BOW) OR TOP OF WALL (TOW) ELEVATIONS FOR RETAINING� WALLS NOTED ON THE PLAN ARE APPROXIMATE ELEVATIONS WHERE THE �, 52.0 BOW ," ___ _. �, �, I I "I " a r1l z - , I ", " � ,� " <, \ I I , Z--�, 111111!!!..- . . I '? , , - � 11 I I_- , , , 1, I I 0 _,q 11,111, i 0 APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. WALL IS EXPECTED TO DAYLIGHT WITH EXISTING GRADE. STRUCTURAL RETAINING WALL DESIGN IS DONE BY OTHERS AND THE BOW OR TOW EXISTING GROUND / I I 7z' ' e - � 11 (_,� I I I 1 61 1�� " , , , ,, ,"'' �(') I I 11, \ I" -;,�z m ,#,! -��A OF 4448S � ,, 11 I "' ` I - I �, � � , , '� I _V �_ n F � I � I - / � I \ " ; � I � 1, ,V �, I �� I ,A'� I 0 CO I I - TH "" I : 1'�;�, -,3�- 1 , I -) " n I , #1 _ i ELEVA71ONS FOR WHERE THE WALL WOULD DAYLIGHT TO EXISTING GRADES SHALL BE VERIFIED AS NEEDED FOR THE STRUCTURAL DES GN. E ACTUAL BOW , 0 � , q� -e I 11 , , *1 I I ��)d C'q X M , : 1 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNIDATION OR TO THE FACE OF CURB/BERM WHERE OR TOW ELEVATION AT THE PROPOSED WALL(S) MAY DIFFER FROM CONTOURS SHOWN ON THE PLANS ESPECIALLY AT STEEP SLOPES AREAS. j � � . I I , , , ---I > �� MATT I I I � , - - , i I <�' vc) . I , " , "I' _<X 111; : APPLICABLE. � I ,� I` � � I I " I "i �, 11 110>r- k],- W. j . � 1 13. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION, THE SITE ,I 11 ! " �1 %A-n ,� k 11 I -1 �" 1�', 01 Z ,�,, ,,If ,,,,& ED -4 , � � I I I . LL PROPOSED RETAINING WALL;� TYP. / 64 � 1 56.40 �_u-�_n , '� 1 51.7 �, \' I 1, "I - -0 P�> , - U w - " SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE S70RM WATER MANAGEMENT SYSTEM. ALL SEDIMENT ANDSILTATION SHA � I 11 S � R ,r� I I , TI.E \, 22.1' , ,, V1 , � I BE REMOVED FROM THE BASINS, FOREBAYS, ETC. AND THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER THE PLANS. ALL REPAIRS (TYPE OF WALL AND STRUCTURAI ! 11 i I 1 , 1. -1-1,---I'll,:��.'.,,�.;,.".",,'olll 11 I \ 1; 11 11 .10z V �, No.43183 a- I � .- I :.1.1.1._,., '_I I.'.'-'.I I.I'--.11,`.-I,;.�"",":.,�"...",.""�..,.,,,,� "' 1, I 11 I �">c � � S , � I , .1� I , .,'' _ _. -. ... ...I ". ,,". ,. � ,,,.. 1 , I , ;�F V!, . 0 TION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH, VEGETATION, SEEDING, ETC. DESIGN BY OTHERS) / 11 I I . , _ _ . . """"""" , 5 i I I SHALL BE MADE AS NECESSARY TO THE SATISFAC 11 11 "I _" . �'.,�'�,�".":.''.'.::."'.:�_.,.,_�.."....''..,�:_. ."''. .�:, I � " \ \ � V, . i: � ,I I� I � . ., -, "...... .�."��..::.."-,..,.,�..�,�_.'� ,�...��''�',,,.'..." 1, Vh",�� I, 1 4 1 . �, 11 I __ ..I � .. .. .. .. 1�11-1.... .. � k I Qj8T r-- --t--1- - --+45.60 . , � - � � 4,%, ...�,��..',.,,"_"�',, .._ .___.:.1.1'.�',,*.,�,-�- ::,:.."..1.I '� I, I , � 1, : ! � .. . ... ...........: .,�,,-,�,., , %': ,,".,,",�'�%!,""-, , I \ , , PP70 1 L( 45.46 /- -L::- J- - 14. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERING OCCURS THROUGH A / I 11 i ! I ,.."�",...-..-:.*.'�..".�,,.,,...,:,".:.,I'' :"'�.,'.. '',.�,,�".-,.,- .,.. . ..., \,� I, ", "I \ rn - ,,As7 .. _ . , , _j 4 1 . ....., L_sj . , ''.., '., '' - . - ., , I '- ,". � , , , � \ K?�r- IONAI ) PROPER DEWATERING BASIN (STONE, FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE SITE. 1� � .11 ..........�,.,.:"..-.1..:-1.� -�_.-,.11.%11':,.:;11_'1 :-:1- , I , > I .1 �n - ? , I I - , . �.": ,....,��:���'.._:,�'!,".''.... " ., I , " � I. I . , ....:",,'' '.I-,,1. "... .., I �, I " >-2-i � 56.19 TO W ! .. ' . _ - - ..� -",,..I,.,.,,..,'. �", I � , a 0-< � i, " 1, 1, " I . I 56t5C ,..OHO"'-'I-*""'"�'-,"'.....�'.-'.-.."..:�.-�...�"...'.. ,,. ,.,'I, .1.,.,_ " , I � ,I . � 1)4.U uuw 11 I . , -,'..,,,,,I�:,�I_.,-__:,, ._,)�.�_.:., ,�� , �, 1� N 1, I I . I I I _ 1, 11, -'.''.'.�""*I-*.'.'..',,:..,.1,,... -., ,�.... .� I L � I 11 �, - . ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION -DETAILS PROVIDED I . w . -- - .. ..., _ .. 1..,.,'.'''.. `. 1� " m k- G ""�� 15. � �� ,.`,I".-.11'.1'.:.-.1'.--'1-.�...".. ��...11.111.".,,:,I::'.:1 "I ", I I I I "r- ,I I ,�I'.,1. ,�:" �,":_...�:_.. 1, 1, 11 I � I . � I �. ..I I. . - .,''. .,"., �, , 11 �. � , T A . - � I I I _. .... . 1.'0000088j,.�:.- ___ � '� 1, I t � :�<0 ''' '' '' , I IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. I 11 I'll 4 � a , - , \ � M m 581 _�_ CBAEAD � """� .4 I "'"""" , 1-4 (z C 0 N V L imm."..... 082.11# 1 1 "�, � ir ::,.::''.:,."_'111, 11 '.1 1 I�.,. :�:,�, y I � , I ,I '' ..1.1 ' ' .�, , �''�.�:,�,",-",,, , , , � / PLUG PIN �� ........ , � , .. , _ I k I", \ I , �, r- --A I j . � . - ... ."'I''., I." � L, ..�.. 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I. ..,;.:�_ .. � I \\ ,, EXISTING WATER SERVICE FOR "'I;:- _____ 7-,- \ ,-,I I - OF LAWN/PAVING AT FACE OF WALL) INSTALL SILT FENCE AT LIMIT I ,� � / ,,,, � 11 .,.,:,�..,.."-..�...'*_'..�-.,.,:I.-.--,.I .,, ,:�: .*'_'-::::",- ::��',-,,�, :�-',:,"..': 54.00 BOW;11' �, 11 � , . , I . I I � I . , � .. .. , i �i 11 I - ,I I . ,......,..I.....,I,.,... Is . � � I�, ,,� -70. , I 1.11 ----__ � I I FIENCEFOR FALL / I /11 , .'' ''.*'I,.*, �. .�v I I I . I I � \ - DER-AVE,- � ----,, \ .7h.\ `� ' , I, z , i � �>_,__' \ 1�cl PROTECTION 1� �;�X j 46.J5"rO W I f I :..,-,-" _:', �,�._,, � I il -V\ 45.90 \ �11 0 I- to WN I N/F ,1 " I., . ,, :..�'.,�'.�:.......,�,.,.,...-..""'" � ,1� 1 5 1 " � I - - I -, \ , �, 1 56.0 52 0" I ,� I .��.. .-,'.',::�,",,I.-"... : � I- f-"' 56." TO W I i� 0 ER -WATER DEPT) 11 , i Al ,.., � , 11 \ . , GRADE OUT RECREATION ARE '1� :ANNE S. CAREY, TR "" I/ "1 55 rO W 11 I I .''.,.".1'...".:....;.�.'.,_.,�"..:... FENCE FOR LL �1 54. BOW "I I � I � \�I-�0 � \ Vvvn � CAREY TRUST, I I I / I I . - ."." ,,,. ... , I � \ , ,� ,::o .,I I 1. - ;1 I- : I I I I I I— , .. 1. � I '' 11 e " , I � I � 1 ! .BREEZEWAY''.", I 1, I , I �V) , I'll ADJUST WATER SHt4TOFF RIM \ / 1. _ _I PROTECTION . 3 , ,,Li- �, I � , '�\\ \ (;� \�\\\ CE'T',# 213,36, PARCEL I/ �155.0 -- / .jO I . "I -11 TO FINISH GRADE A� NEEDED I \ 1!�, I I AP 287 LOT 009 / 4 11� 11�1 X I , .., .., - , I I il I � I I � � I i i I - ..'.,"..'.., _�... .. � -I'' I I _�_ I I I, - I ... _ . 1 ,� .1 I I , . 107.70' . I I 3AEAD - '. _.�. ., � LAWN . 11 � e I I I � \\ - \ 46 � \ I � ,...'_---.-..I.."�. -, � I z : , \ \\ �)r+ I m.m-M-1�_r !ma _. I . - I I I � , -, PLUG PIN . ;.1 I 11 � � - �,` 11 , � I � I __ I __ 46�38 N 16*1945 W 47.84' ,,, " "I ____� SF U.5u ''I I 11 \�AREA , X I � � I I \ I-, \ STORMWATER DEPRE�§191 LA-WN 46.30 ----_ I 1� I S ____� SF I I I �'H.P. __�_ I : "''' I 11 I �� � I I � I I I I � 0 I \ - AREA. REMOVE TOPSOIL AND TY.E.G. 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Ill � 'PE 4 I � I " , . 1, I I ; 11, I I IX UGE- U I e , ' . � � I I 1� 1+ . 1� :- - UGE- , GE, w ----54W ___ �, I " L 'L STONE FIE Xi, -i 77 7:" 55 ]�, �9 U 5 %_ � 52 . WITHIN 8'Wx8 LD 1: � ,4 . " � I-, " , _ � I f,/ I ,W _L k \ L � - t�; �,"'�I:I I� - I I " -1 53 ,�� FENCE FOR FALL , I - : 0 "' , .'I,/, I . � 52 ___________11 I 1 _,_"_______ U w I, w W �LEW 1" WVER SERVICE W ____� \j " � . I DRY WELL=56.0± ,L L I I SHEET NO 11 AND METER PIT Ql� I I 11 I I PROTECTION " TOP OF BASIN=54.0 ,L " � L I > � 'I. ' � , " I " PI, m 'D SERVICE ,�\ 54 . . "'� � i I )�X� C ': __� 1" P � � �� 1�, ,I .I"I I,. I,,ill . - W - V,j ___ Uc,r- � I --,*" I I INVERT IN=53.0 k , .j,�I,'/- I I - I'Q UG:-" I I : "5 L_ I I ,�,,."� 1'/ ,1: , WATER SERMCE LOCATION UNKNOWN (Esblj��2 , -- 1'1� E- UG UG;E___-L-7,,,_UGE- - __.... - 15 . L . , BOTTOM OF BASIN=49.0 I � I I - - I ____ I 1�1"o i!� *7 7 rOW ,� BOTTOM OF STONE=48.5/ \ - 2mO � " 11 _ - ___111- LO 1,, N 116*119'45'�,W 11_�K_q i�' PY -55.2 BOW ,I,I �L I I i �)N 11-.11 11 . B/DH' __ "I SF.L(a-- SF C, 11 I , ,� "-----57 x I L// , ��, ; I � ___- _____ a m �L � : ,' I INSTALL STABILIZED CONSTRUCTION �'1/111�� I , .- \ N/F 41 OVERLEA LLC 236.27' 7 7 TOW �, _. DATE : FEBRUARY 25, 2020 EXIT PER DETAIL #609 . o ""', L T � / 6EMOVE EXISTING ELECTRIC SERVICE AND RELOCATE -//- CER1,A1216175 55.2 BO \_ - ' I AS SHOWN. RELOCATE ELECTRIC METER TO HOUSE. MAP 287 LOT 010 : z 1"', DURING CONSTRUCTION ���`��� q �1, COORDINATE NTH UTILITY COMPANIES. STONE INFILTRATION TRENCH 10 0 m 10 20 � ; �'I' I � INSTALL (3) 3- CONDUITS WITH PULLSTRING FOR L I= mmmmmml ! % ! ELECTRIC, COMCAST AND VERIZON FROM UTILITY EXISTING WATER SERVICE FOR 41 OVERLEA I � POLE TO HOUSE ROAD (PER WATER DEPT). WATER SERVIC COORDINATE WITH WATER DEPT. FOR SCALE IN FEET I � �� � ��\ , . WATER METER AND REMOTE PLACEMENT SCALE : 1"=10' � LOCATION TO METER PIT UNKNOWN i (RELOCATE ONTO SERVICED PR6PERTY IF NEEDED. ___=� DRAWN BY: JKL BY: MWE : Q . : L ' ' � 5 7 _1.7 1 , , ./. , , ) � , i I, � I I I 'I I I EE�� -Z-�_., ��� ::� ::: 56.14 \ 0 'E N , SI ') I DE i "* _ �,"�T �_1 11�_ I , _ � I ' ' � . , , _ , , , \i� I �" ", n I , , " , , , , , , , , , _!!7 L , 1 77-- � I I _,+ " ,d,o; 1�) c�_ �, - � a * ** * ) , , �"p Nolk , I , I I I I I -1 - -1-1 - I I - "��/_-, -1 ____� ___'L �� COORDINATE NTH WATER DEPT. AND ADJACENT OWNER) I � J 0 B N 0 : 2019-027 F I L E : 2019-027 DM.dwq L I - I I --------__--------- __ I------------------___________ ___ ______ __1 I__ I I L -I -I I I -- -- -____ ____ - _______-__- - ___-- _______ _____ ___ -1 ________ _____________L__________ -__- -- ___ I _ _ I __________________________ - �-------------------------- ------------ _____ __ -,.-"- __ __- ___---------___ -------- --- -L - __ L- - - I ____ ___ _____________1___ _1_1111_ ___ 1-1-- ------ -__ __ ----------- ------------- ----,----------- -,- -'' ''- _ ____ _ 1_1 -----------------______________________.._---------------- ------------ ---L-' � I A ..,.. NIE NOTES. TYPICAL SEPTIC FILE S C SYSTEM .. . . PRO � � . , : :� . � . 1. ALL MATERIALS SHALL MEET H 20 LOADING REQUIREMENTS. ��_ ,, w �, � . NOT TO ALE SEPTIC SYSTEM NOTES SC 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. i 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH _ SET RISER AND COVER TO a �( FF ELEV 58.Ot » TITLE V OF THE STATE SANITARY CODE DATED SEPTEMBER 9, 2016, AS B,AXTER NYE WITHIN 6 OF FINISH GRADE OVER INLET. AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & RISER & COVER SHALL BE WATERTIGHT SET COVER TO 6" BELOW FINISH GRADE REGULATIONS APPLICABLE. EX. GRADE=56.5t RISER & COVER SHALL BE WATERTIGHT 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEERING & : , 4 SCH 40 PVC VENT FINISH GRADE=56.4f WITH ANIMAL SCREEN ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN FINISH GRADE=56.3f SET DAIS RISER & COVER TO PRIOR APPROVAL BY THE ENGINEER. SURVEYING " i WITHIN 6 OF FINISH GRADE. RISER 14 LF 4 SCH 40 PVC AT 2% & COVER SHALL BE WATERTIGHT _ 3. WHEN CONSTRUCTION IS COMPLETED PRIOR TO BACKFILUNG NOTIF Y FY THE 3 MIN. FINISH GRADE OVER LEACHING SYSTEM= VENT 54.8 TO 56.5t BOARD OF HEALTH`AGENT AND ENGINEER FOR INSPECTION. INVERT AT . :': ,. DWELLING=53.88 .. 8 LF 4. SCH.40 PVC AT 2X ,.;. _ .,. 6 MIN. _ Registered Prof_ » esslonai Engineers 2 OF OU ;, t rti r� "D BLE 9 9 r R' ENSURE PROPS 4. ALL SJW fIARY DISPOSAL SYSTEM PING In Cover PI TO BE 4 SCHEDULE 40 PVC 9 m C r 10 -MIN. FIRST 2 TO BE LEVEL WASHED PEASTONE „ . .. , PIPE CONNECTION and La UNLESS OTHERWISE NOTED HEREIN. Land Surveyors PVC 36 max 'Cover y OR FILTER FABRIC BETWEEN ALL •;• . : 27 LF 4 SCH 40'PVC AT 1 X = 2 . . _ INV OUT 53.35 INV IN-53.60 �_ CHAMBERS W SCH 5. IF THE.SOILS ARE FOUND.TO NOT BE CONSISTENT WITH THE TEST HOLE e " _ _ 40 PVC PIPING CONCRETE LEACHING CHAMBERS 78 North Street , TOP OF sAs 53.50 3rd Floor DATA D(CAV:. ATE UNSUITABLE MATERIAL.TO THE C HORIZON IF REQUIRED, FOR .1• 6 SUMP Q GAS . . .. _ :. . .. ... ...... . .... . -14 BAFFLE ,... ,. ,. ... .... • A HORIZONTAL DISTANCE OF 5 SUR ROUNDING THE LEACHING FIELD AND ' H annls Massac husetts chusetts 02601 CONC 6 CRUSHED I - r _ 4 DIA. PVC Y REINFORCED RETE 3.19 _NV IN 5 > .. • INV OUT 53.02 _ _ REPLACE WITH C x LEAN.SAND PER 310 CMR 15.255 TO THE`TOP ELEVATION OF STONE BASE F- >, ... INV IN 52.75 THE SAS.' o 0 0 0 o 0 0 ;. , 04 BOTTOM OF 1. .. .. .• .. ♦ .• ..• .♦ 0 0 0 0 0 .. _ :Phone 508 771 750 2 . CHAMBER & STONE w _ 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED.WHEN LESS THAN 3 6 CRUSHED E =50 3 _ » LEV .75 _ STONE BASE OF COVER. Fax 508 771 7622 5 MIN (DOUBLE WASHED STONE www.boxter-nye.com 7. THE SEPTIC SYSTEM DESIGN ny com ll DOES NOT INCLUDE GARBAGE GRINDER 1 _ No Groundwater Observed ® Elev-45.5t PROPOSED H 20 1.500 GALLON ONE COMPARTMENT SEPTIC TANK PROPOSED H 20 DISTRIBUTION BOX DISPOSALS. NOT TO SCALE NOT TO SCALE 8. : THE CONTRACTOR SHALL CONTACT SOIL ABSORPTION SYSTEM (SAS) H 20 LEACHING CHAMBER (TYPICAL( CAUTION: LL NT T DIG SAFE AT 1-888-DIG-SAFE AND UTILITY COMPANI ES TO LOCATE ALL EXISTING UTILITIES, NOT TO SCALE) ) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR AWUST COVER TO SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, 6 BELOW GRADE SOLID 4 SCH 40 OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION ... , ,„ : .,,,,..,,. ...... , ;♦,. .,...,.. „ 5 4-10 WIDE BY 8 -6 LONG OF EXISTING,UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CONCRETE LEACHING CHAMBERS ONLY, MAY. NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN » II --I 20" DIA 1--- INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE 9 MIN. MAX. COVER 20 DIA t- ''; i • , CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES " N 3 4" WHICH MIGHT BE OCCASIONED 8Y THE CONTRACTORS FAILURE TO LOCATE THE , . 2 PEASTO E OR � •,,.,<. . ,., - . . :L• :..,,. �t. ,,,., ,.,,, / / s}• :.:.. ., . ..., ;... .,. s... ,:f GEOTEXTILE FABRIC :..,.,...,..•,. ,... ,...t... . .�. . :...,...,...,•.� . . -....,.,.. . 4.83 ® ® ® O ® ® O H STONE unLrnEs EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN DOUBLE WAS SHED :,,:IJ ,« ;..:•••... •:.• . o .•'..: .: J :•,.::••.,•..,. » INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR ,. ......:• a ::..:..• _....:•. ...,., 1U DOUBLEDo OR .•':.. :!< M I"� POSSIBLE REDESIGN AT UTILITY CROSSINGS VERIFY IN FIELD THE LOCATION / 24 .. •• .. •. .. ,. .a.. ...,,•.....,...,,..... •... INVERTS ELECTRIC, GAS, TELEPHONE & DATA COMM AND RELOCATE IF S T M P S T A M P .. .i ,- s. , . . : . .. .. WASHED STONE r. . .. CV 0 0 cV EFFECTNE DEPTH < .. . „. .. .. CONFllCT1NG' D INVERTS PER DIRECTION. E . . . ... . .. t . . . . , .. .. ... . . .. r WITH PROPOSE INVE R THE ENGINEERS D RECTI N. TH � .., w - „ , . ., ,., „� ,,. . , , , . ., •. . ,.., . ONTRA T R SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED t S t .. .S. •1' .t• r � TTliEVV 4 4.83 4 o MA _ , r W. e<t $ 6 41 ,o eoDY �, CML PRECAST H-20 CONCRETE LEACHING CHAMBER DETAIL 8.5' SIDE VIEW 50.5' No.43183 NO SCALE �� G �Q 500-GALLON H-20 LEACHING CHAMBER PLAN VIEW - �Fs ISTS PLAN VIEW No SCALE /ONA'� H-20 CONCRETE LEACHING CHAMBER DETAIL NO SCALE C0 SUL A T SEPTIC DESIGN REQUIREMENTS soft LOGS DATE- 12-05-20>>� Q P-19-219 SOIL EVALUATOR: _ _ _ - BARNSTABLE HEALTH DEPT. NITROGEN LOADING LIMITATION: NIA STEVE MATSON, P.E. / AGENT. DAVID STANTON TEST PIT 1 TEST- PIT 2 TEST PIT 3 TEST PIT 4 RESIDENTIAL: 6 BEDROOMS n G.S.E. = 57.9 " G.S.E. _ " G.S.E. 8.5 n G.S.E. = 56.5 58.2 p G E 0 x 110 GPD/BEDROOM - A ; 1OYR 314 SANDY LOAM A ; 10YR 314 SANDY LOAM A ; 10YR 314 SANDY LOAM A ; 10YR 314 SANDY LOAM CONSULTANT TOTAL DESIGN FLOW = 660 GPD / / / / 8 7 4 12 GARBAGE GRINDER NOT. INCLUDED NIA . ( � / B • 7.5YR 616 MED SAND B • 7.5YR 616 MED SAND B • 7.5YR 616 MED SAND B 7.5YR 616 MED SAND W ACE LOAM W RACE LOAM W RACE LOAM W CE LOAM PERC RATE _ <5 MIN INCH CLASS 1 n n n n / ( ) 19 27 30 16 LTAR = 0.74 GPD SF - / MIN. LEACHING AREA OF S.A.S. REQUIRED. C 1 ,0YR 6/6 ; MED. SAND C 1 I OYR 6/6 ; MED. SAND C 1 I OYR 6/6 ; MED. SAND C 1 ; 1 OYR 5/6 ; MED. SAND W/COBBLES W/COBBLES W/COBBLES W/COBBLES 660 GPD/0.74 GPD/SF = 891.9 SF MIN. 52" 72" 72" 48" PROPOSED SYSTEM: 5 - 500 GALLON CHAMBERS WITH 4' STONE ON ENDS AND 4' ON SIDES .OYR`' 6 • MED. SAND C2 IOYR 7 6 C2 IOYR 7 6 MED. SAND C2 • 1OYR 7 6 • MED. SAND PREPARED FOR : Gt , �- 7/ / , MED. SAND / / , , 132 (ELEV 46.9 132 (ELEV 47.2) 132 (ELEV 46.9 132 (ELEV 47.2 SIDEWALL AREA: (50.5 + 12.83) x 2 x 2 = 253.3 SF T )n ) ) p �.. Ralph L I n S a l ata BOTTOM AREA: (50.5' x 12.831 = 647.9 SF NO-WATER ATn132 (ELEV 46.9) NO WATER ATn132 (ELEV 45.5) 20 Surrey Lane PERC � 52 (SEEN 53.6) PERC 067 (ELEV 50.9) _ -,TT � Y TOTAL AREA: 901.2 SF RATE= <2 MIN/IN RATIE= <2 MIN/IN 901 SF x 0.74 GPD/SF - 667 GPD > 660 GPD OK. CLASS I of GLASS I SOIL Weston, MA 02493 CERTIFY THAT IN ti4.R 95 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE , SEPTIC TANK REQUIRED: 660 GPD x 200% 1,320 GALLONS DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME TRAINING, EXPERTISE AND EX D W 310 CMR 15.017. USE 1,500 GALLON SEPTIC TANK, MINIMUM:ALLOWED. CONSISTENT WITH THE REQUIRED TRAI EXPERIENCE DESCRIBE • SIGNATURE � DATE �- SE-2622 ( ) PROJECT TITLE ' I 25 Overlea Road �, " 0 H annis ort MA 02647 Y P , (, 0 46 CPP ELBOW 0 v N - 1-1/4". x 1-1/4"x 4' WOOD STAKE AT 8.3 FT O/C o OR APPROVED EQUAL SITE 20' (MIN.) 10' 0 24" C.I. FRAME & GRATE. TO BE 24" DIA. C.I. FRAME &.SOLID COVER, PROVIDED AND SET TO FINISH GRADE e' (MIN.) O x MARKED "DRAIN", TO BE PROVDED MIRAFI SILT FENCE (MIRAFI 10OX) U AS SHOWN ON PLAN FOR CPP PIPE 0C MAINTENANCE ACCESS, TYPICAL, AND SET TO FINISH GRADE AS SHOWN OR APPROVED EQUAL :0,4 < UNLESS OTHERWISE NOTED. DESIGN ON PLAN FOR MAINTENANCE ACCESS, <'-• :. -0 p:Q:• «= �. .. a:. ^" a+ b. TYPI AL UNLESS OTHERWISE NOTED. o rri FOR H2O LOADING. LEBARON TYPE-A C DESIGN FOR H2O LOADING. LEBARON 45' CPP WYE ;`• a ., a (MASS. STANDARD) OR APPROVED FAePoc LK110 TYPE-A (MASS. STANDARD) OR PLAN "`'' a•ta?o ap°o e':N �� 0`•''°:•'a''b 'a' ' E �N EQUAL. FINISH GRADE rBVF M-ALL apEa a CPP PIPE ;'.°,:' r.; ;Q:,.;... .,o ..: .... p.; d° c APPROVED EQUAL o, s _ FINISH GRADE DYER 7W OF STRU07UFIM 10 eE NOTE 8 dt 7 MRArt t�01t OR EQUAL ,. Q �: �:.^•Qi•At•A•••9tib:p,OQ,t:'q.. •,. � CCYPACT BACI61lla'Il!'Itl 0 12"MIN. 12'MIN. 12'MIN. 12'MIN. OVERLAY FABRIC OVERLAY FABRIC 12'MIN. OVERLAY FABRIC OVERLAY FABtRIC 2 BUILDING WALL s: f VARIES g� s, • •., s:., w:'•. N o o i✓i44 PLAN VIEW OI K 'itfllve : •. '•' .•R.•3 8. :i�e.I.iF. 2'LAYER P;'9e• �.�b 1.�4s 4a 6+;9.8� „ . s .. 0•••o • PEASTONE >A. �• 4 � rn naar-tQ oRu,Aa RA„ m m O O m m D °°� ° aW 0 m m 0 m m 0 °p.e 4 �.�4° .• e:.a: DOWNSPOUT AND DOWNSPOUT BOOT BY z g rnR rpE>@ 6 TIK 1Y MIN. ° 0 o 0 0 12 q ' g,�° ARCHITECT - SEE DETAILS BY ARCHITECT FOR Ci o 8-0 F8 08 ° WORK o 0 m m o 0 C3 m m 0 a•: o•°oo .. 0 m m o 0 o m m 0 0 0CKOUTS $,�4. ;a° 4 MATCHING MATERA S, FINISH, AND TREATMENT AREA g.. o o° o ° 00 00 0 3/4•-1 7 2'CLEAN WASHED °s'%°�° °8^ce s+•-t t�p•aZw WA%W CONDITIONS AT DOWNSPOUT LOCATIONS. W �'.e 0 . 3•d , o,d 4n aioNE phtt woos) �) SITE 20' o _ b°. a m m o 0 mi m M 0 .a '-1 1/2' ,W. 0 m m C3 0 o m m D .o STONE( x VOIDS) °�,• JIL MIN. EXISTING < 00 as rW,FOR Imo ASHED STONE ara PLAN rCR amp • 'o .° v �j Bob.° .ao o. 00 0.o° .moo aoo. o e oaaocr to eueonael ,' 4"(MIN.) PAVEMENT ° D O O m 0 ° ° ° °' ° D m m � c3 O m m ii ° ° e��q " w IEApIR10 BAlINS As IUD) a •d FLOW 3' `S,•� •°o Q» {1° 0 qr• °e FILTER FABRIC a�o PRECAST CONCRETE 4°T,p �1i' II PROTECTED oL ( it LEACHING BASIN o ENVELOPE- ALL SIDES, 4. $.a� _ m D m m C3 O = m m 0 °P'o °�. QD°0 0 m m O O O m m 0 a OVER TOP OF STRUCTURE'S TO BE � rnECAst txatoaoETE 1, FINISHED GRADE I AREA 0 • o o,op o. 0 MIRAFl 14ON OR EWN_ LEACIr10 SAM (WETLAND) FILTER MOUNTABLE BERM $ �o°; o o .' �.��� �a� FABRIC DATE DESCRIPTION In o 0 m m O O c3 m m o 0 0 0 D m C3 = C3 m m D °� ° o, A o 0 0 0 (CONNECT TO ADDITIONAL �. �° 4n �}, rn LEACHING BASINS AS REQUIRED) �� �•��7$° .. MANUFACTURER'S STANDARD TRANSITIONAL COUPLING PVC TO CPP TO ACCEPT TOP OF I �� , 6" CRUSHED STONE In p° , 'qq g� a e GROUND ,IIIL a >§0�)9 ' 0*0 FILTER FABRIC AT BOTTOM OF 0, ca o %. . 0 0E m o L= L= m m D 0 0 O0 OOpOp O�c 1 o dg o DOWNSPOUT REFER TO ARCHITECTURAL PLANS FOR MATERIALS/DOWNSPOUT S/DOWNSPOUT I �I SHEET TITLE INLET STRUCTURE TO FILTER FINES cB 6 • 1 ' BOOT ABOVE GRADE TO MATCH BUILDING AND DOWNSPOUT MATERIALS. AL I ��C\j _ 6a FOR MAINTENANCE WRAP o o , a CROSS-SECTION p s 6'UP OUTSIDE OF STRUCTURE o 0 0 ED m O O M m m 0 •o�oe :a o' � MIRAM 14ON OR EQUAL(TYP) OD 0 � , o, 4" DIA CPP PIPE 6" EMBEDMENT N e z z SUBSURFACE LEACHING BASIN (TYPJ - PLAN VIEW CPP ENLARGER 45' CPP WYE (MIN.) Details �' o°, i a m m mi 0 0 m io D o; Naa a oo a ..m °, - a..'a n "�''90' CPP ELBOW NOTES: a ro°1 10 0 0 °D o ocA 1 M �� 1< (MIN.) o0 0 00 0 0 0 o w <: ' .6 + PLACE 4" OF FABRIC 1. ENTRANCE WIDTH SHALL BE A TWENTY (20) FOOT MINIMUM, BUT NOT 3 I� LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ALONG TRENCH AWAY USE 12 PERF11i OPP, SET LEVEL, q:,•. CPP PIPE 45' CPP ELBOW FROM PROTECTED AREA �� 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH e•LAYER of 3/4•-1 1/2 ,►ccErTN3lE SHEET N O a FOR CONNECTION TO ADDITIONAL CLEAN WASHED STONE SUBGRADE AS DETERMINED BACKFILL AND TAMP SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC LEACHING BASINS AS REQUIRED. h NOTES: BY THE ENGINEER . . <. . f`I 1. BASE SECTION SHALL BE MONOLITHIC WITH OUTSIDE DIAMETER. ALL BASINS TO BE INTERCONNECTED. FOOTING RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH z ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADING. SEE PLAN FOR LAYOUT AND QUANTITY ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT PIPES TO BE.MORTARED IN PLACE CPP PIPE OF ANY MEASURES 0 4.FRAMESID COVERS SHALL BE HEASHALL BE COMPRESSIVE STRENGTH D DUTY AI DODESIG ED FOR H-E 0 20TLOADING o q PROFILE DROPPED, WASHED OR TRACKED AONTO PUBLIC P SEDIMENT. ALL SEDIMENT MUST C3nO N 5.PROVIDE'V'KNOCKOUTS FOR PIPES MATH Y MAX.CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL RIGHTS-OF-WAY MUST BE PIPE CONNECTIONS. INFlL1RAl1BLE SUBGRADE SHALL BE MAINTAINED. IF FILL IS REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. OJ 9.STANDARD MANHOLE FRAME k COVER SHALL MEET MUNICIPAL AND/OR STATE SPECIFICATIONS NEEDED FOR SUBGRADE BELOW THE BASIN BOTTOM,Flu PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 0 WHEN APPLICABLE... MATERIAL SHALL BE PER MHD-SSHB M1.04.0 TYPE B. NOTES: DATE : FEBRUARY 25, 2020 7.STANDARD MANHOLE FRAME k COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE 1. MIN. 6" PIPE DIAMETER (SEE PLANS FOR PIPE SIZING). WITH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS Vi OR LESS(5 COURSES > MAX).USE SOLID CONCRETE BLOCK WHEN DISTANCE IS GREATER THAN V-0". a A MINIMUM 2 FOOT OVERLAP SHALL OCCUR BETWEEN ADJACENT SHEETS OF FABRIC j FILTER FABRIC SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS o - ROOF DRAIN N.T.S. c- SILT FENCE BARRIER N.T.S. c- STABILIZED CONSTRUCTION EXIT N.T.S. o- SUBSURFACE LEACHING BASIN N.T.S. c S C A L E : NOT TO SCALE 1b DETAIL 132 DETAIL 602 DETAIL DETAIL DRAWN B Y: JKL CHECKED B Y: MWE 0 0 JOB NO : 2019-027 F I L E : 2019-027 PS.DWG f ------------------ ABBREVIATIONSCONSTRUCTION N TE G ENERAL , NOTES - : R Nm YE LEGEND „ „ "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS'SUB CONTRACTORS. (ALL REFERENCES TO C TOR HA SI�dEBSL = P BLACK TEXT REPRESENTS PROPOSED INFORMATION'PROPOSED' INFORMATION EXIST RO EXIST PROP BLACK TEXT REPRESENTS PR y PROP( 1 ... ....R.. € .... 1 n & 25. FINAL .LAYOUT AND :STAKING -0F ALL PROPOSED FEATURES AND GRADING G RA IN SHALL BE ABAN ABANDON - � 9 N ACCORDANCE W ASSDOT HIGHWAY DIVISION L=50.00 1. ALL WORK & MATERIALS .SHALL BE I R WITH M REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ADJ ADJUST 'STANDARD SPEC IFICATIONS FOR HIGHWAYS AND BRIDGES MASSDOT SSHB AS `CURRENTLY DRAINAGE AGE UN : ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR PROPERTY LINE A N E ISE NOTED. IF THERE ARE CONFLICTS IN.ANY. OF THE m AMENDED,. UNLESS OTHERWISE N T MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL _ APPROX APPROXIMATE OD CATIONS OR PROJECT DOCUMENTS THE HIGHER STANDARD SHALL APPLY. OVERFLOW DRAIN SPECIFI , APPROVAL. FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY BARTER NYE BB ' BITUMINOUS BERM R L GE WHICH -- - - MAY HAVE JURISDICTION OVER CONTEMPLATED 'CHANGE. 6 RD RD RIGHT-OF-WAY/PROPERTY UNE ROOF DRAIN L WORK UNDER .THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS BC BITUM INOUS CURB AL , - - _ AMENDED, `WHICH ARE APPLICABLE_ TO .THIS PROJECT. ALL WORK SHALL ENG INEERING INEERIN G & s s AS CURRENTLY A E , 26. ALL ELECTRICAL BOTH PRIMARY AND SECONDARY TELEPHONE DATA COM AND EASEMENT SEWER UNE � ), / Boc BOTTOM of CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND FIRE DEPARTMENT CONDUITS: AND APPURTENANT FEATURES REQUIRED BY THE BUILDING SETBACK OVERHEAD ELECTRIC TELEPHONE & FIRE ALARM Q TB S HAVING JURISDICTION OVER THE PROJECT., INTERPRETATIONS OF LOCAL AUTHORITIES H APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL BOS BOTTOM OF �.�ESURVEYING DETE RMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING CONTRACTOR. TRENCHING BACKFILLING CONCRETE WORK MANHOLE w w R H E AND RELATED STATE HIGHWAY BASELINE WATER UNE TE H BOTTOM OF WAIL RESPONSIBILITY OF EACH CONTRACTOR AS HALL BE THE BOW JURISDICTION SHALL BE THE RE S 10+00 10+00 - � STRUCTURES AND STREET REPAIR SHALL.. BE PERFORMED BY THE GENERAL - 0 o- FP FP C CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE BASELINE FIRE PROTECTION.LINE ANALYSIS OF ALL SUCH.CONCRETE CURB CC CONTRACTOR SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION D PERMITS. / 0 CURING ALL APPROVALS AN R PROJECT FOR, SE `:........ :,._..... - _ OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. G G CCB CAPE COD BERM LAYOU GAS LINE CONSTRUCTION T Registered Professional Engineers : 9 - - _ F T CONTRACTOR �.� PLANS SHALL BE PERFORMED AND PROVIDED. BY HE N R ZONING LINE E E CSE COBBLESTONE EDGING ALL WORK WITHIN THESE P 27. RIM ELEVATIONS OF ..DRAINAGE AND OTHER. MANHOLES ARE APPROXIMATE. FINAL .and Land Surveyors OR UNDERGROUND ELECTRIC DATA COMMUNICATIONS LINES Y , PROVIDED I IS PLAN SET WHETHER OR��c _ IN ACCORDANCE WITH THE CONSTRUCTION DETAILS ROVI IN N e/uc N. ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL TOWN LINE ECB EROSION CONTROL BLANKET NOT THE DETAIL A NUMBER IS SPECIFICALLY REFERENCED. - - .OTHER RIM ELEVATIONS: OF MANHOLES . GAS GATES WATER GATES AND OTHER UTILITIES TO T T � UNDERGROUND DATA dt COMMUNICAl10N ONES 78 North Street 3rd Floor --- ELEVATION FINISHED GRADE WITHIN LIMITS OF T WO K. STATE LINE ELEV TH THE L TS HE SITE R P DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS,EXCEPT WHERE THE PROJECT FAHyannis, Massachusetts 02601 FA FIRE ALARM EXIST EXISTING D AVE THE SAME FORCE AND EFFECT AS IF APPLICABLE CONSTRUCTION INDUSTRY STANDARDS H E - 28. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES - F&P-- -.-:� -F&P FIRE do POLICE CABLE BOUND HERETO. SUCH. STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY ____� � _______ ER. EQUAL NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A GRAVEL ROAD - REFERENCE. - - Phone 508 771 7502 ..-. _ MODIFIED LOAM BORROW PLACED ' SEEDED FERTILIZED LIMED AND MULCHED .UNTIL GRASS EOP OP CATV CAN , , , E CAB FDN FOUNDATION LE N - - - - EDGE OF PAVEMENT _ . STAND IS ESTABLISHED AND SURFACE IS .STABILIZED. THE MODIFIED LOAM BORROW SHALL - - _ Fax 508 771 7622 FLOOR ELEVATION „ CC BC SCB CB FF FINISHED FL HAVE A MINIMUM DEPTH OF 6 AND SHALL 'BE PLACED FLUSH WITH THE TOP OF ADJACENT BITUMINOUS CURB CATCH-BASIN (SQUARE OR ROUND CATCH BAST _T Q BASIN) LNG www.baxter n e.com 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFY Y ccl� Cce GB GRADE BREAK CURB EDGING BERM OR OTHER SURFACE.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR `CAPE COD BERM DCB DOUBLE CATCH BASIN HIS C TO SOWN SATISFA TION THAT ALL QUANTITIES ARE ACCURATE. FOR ALL CONSTRUCTION AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES 3.1 OR STEEPER PCC PCC GC GRANITE� CURB MATERIALS, INCLUDING GUT & FILL ESTIMAT ES WHICH THE CONTRACTOR MAY PREPARE BASED ` SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS ECB OF CURLER OR PRECAST CONC. CURB DRAIN INLET N ESE PLANS. T IN ) C GRANITE EDGING ON INFORMATION CONTAINED WITHIN THESE E v ,, DI EQUAL. . G� VGC Q : VERT. GRAN. CURB DMH DRAIN MANHOLE HC HANDICAP G UTILITY`IS FOUND TO CONFLICT WIT H THE PROPOSED WORK THE 3. WHERE AN EXISTING U IL , 29. THE CONTRACTOR. SHALL WATER MOW FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED s z��, scc , - HP HIGH POINT ACCURATELY DETERMINED WITHOUT TD LOCATION, ELEVATION AND SIZE OF THE: UTILITY SHALL BE SLOPED GRAN. CURB � TRENCH DRAIN - N, E I N AND SEEDED OR '.OTHERWISE STABILIZED AREAS UNTIL GRASS .STANDS OR OTHER VEGETATED FURNISHED TO THE ENGINEER FOR DELAY BY THE CONTRACTOR AND -.THE INFORMATION S E -LANDSCAPE AREA. METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. 1. to E L LIMIT OF CURB TYPE PLUG STUB / RESOLUTION OF THE CONFLICT. -=--- FES FES LP LOW POINT SAWCUT FLARED END SECTION AP - 4. THE CONTRACTOR ONTRACTO ' SHALL MAKE ALL ARR ANGEMENTS ROPRIATE UTILITY WITH THE P MAT DURING CONSTRUCTION so CAiL MAX MAXIMUM 30. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED D N _� PERFORMING ALL NEW CONSTRUCTION CONSTRUCTION PERMITS AND RF MATCHUNE' \: / / HEADWALL COMPANIES FOR OBTAINING CONSTR T , THE CONTRACTOR SHALL PROVIDE A SURVEY RELOCATION ALTERATION AND ADJUSTMENT OF GAS ELECTRIC INCLUDING UTILITY POLES AT NO ADDITIONAL COST TO THE OWNER. MIN MINIMUM TE ), 0 UMENTATION IS RESET TO ITS ORIGINAL LOCATION. ® ® CONTROL STRUCTURE`- TELEPHONE CABLE FIRE ALARM WATER SANIT ARY SEWER STORM. DRA IN, AND ANY OTHER ' BY `A PLS TO ENSURE THAT THEM N CONCRETE CURB R NOT LIMITED TO TOWN BOUNDS MASS HIGHWAY BOUNDS S SWL MCC MONOLITHIC MONUMENTS INCLUDE BUT ARE N , �.-..__. BOTH PRIVATE, AS SOLID WHITE LINE UTILITIES, B H PUBLIC PU AND R REQUIRED. MHBP LP MASS HIGHWAY BOUND ESCUTCHEON PIN LEAD PLUG PROPERTY LINE MONUMENTS IRON RODS .STAKES .CONCRETE BOUNDS GRANITE BOUNDS AND s SYL STAMP STAMP s MH INFRASTRUCTURE, 'UTILITIES STONE WALLS WITH DRILL HOLES. SOLID YELLOW LINE s SEWER MANHOLE 5. THE .LOCATION OF EXISTING UNDERGROUND SYSTEMS INFRASTR C NIC NOT IN CONTRACT Y MAY NOT BE < APPROXIMATE WAY ONLY, N LINES SHOWN IN AN A _ 80, BWL' GREASE A CONDUITS WELLS AND NES ARE ~� TRAP _ F BROKEN WHITE LINE Y' I . ALL WORK :WITHIN THESE PLANS SHALL E PERFORMED AND PROVIDED BY THE o_ HOW I `AND HAVE 'NOT BEEN INDEPENDENTLY VERIFIED B THE 31 L B o 'SCALE LIMITED TO THOSE SHOWN HEREIN, -cN S NTS N T TO q PROVIDED IN THI S PLAN SET INE THECONTRACTOR I ACCOR ANCE ON DETAILS e DETERM N D WITH THE 0 STRUCTI I� en E OR I R REPRESENTATIVE. THE CONTRACTOR SHALL, C N_ _ OWNER THE ENGINEER,ER THE R EPR : WA PRECAST CONCRETE CURB BROKEN YELLOW LINE Q TER MANHOLE PCC PR HE W G , S` REFERENCED. TT 'UTILITIES, 'CONDUIT WHETHER OR NOT `THE'D T SPECIFICALLY RE E EXACT L HORIZONTALLY AND VERTICALLY OF ALL EXISTING UT DETAIL NUMBER 1S SP LOCATION, BOTH H � o � SCN SWCHL wso wso • 0 PROPOSED PROP HE TART OF SHUT 0 CURB STOP LINES, W R BURIED' INFRASTRUCTURE AND SYSTEMS BEFORE T S SOLID WHITE CHANNEUZING LINE c� • WATER OFF/CURB L ELLS, AND OTHER � W. •� e FULLY RESPONSIBLE FOR ANY AND ALL r> -E DDY u> ANY WORK. THE CONTRACTOR AGREES TO BE F 4 SY"III_ SYCHL PWW . PAVED WATER WAY O ., c.' _ CML I>4 yyG WATER GATE SOLID YELLOW CHANNEUZING LINE • DAMAGES WHICH MIGHT BE OCCASIONED BY TH E CONTRACTORS :FAILURE TO LOCATE THE .: x� No.43183 REMOD REMODEL t DYLa ..- .�.. TSV TSV .------ INFRASTRUCTURE, _.:.UTILITIES CONDUITS AND LINES. EXACTLY. . THE CONTRACTOR SHALLSAFETY DOUBLE YELLOW LINE TAPPING SLEEVE, VALVE, � EXCAVATION . A & BOX RISER REM REMOVE PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE GIST � sl. sL ALL V � � ,, EXCA ATION MUST FOLLOW OSHA MASSACHUSETTS AND LOCAL REGULATIONS FOR .SAFETY. c� STOP LINE _ _ _ FS SAFE AT 1 888 DIG SAFE AT LEAST 72 HOURS BEFORE S �CONTRACTOR MUST CALL DIG � ) �. � NAL PRESSURE REDUCER ' RdcR REMOVE AND RESET ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT ,,,�. THE START :OF CONSTRUCTION. FROM THE LOCAL-TOWN OR CITY PRIOR TO ANY. EXCAVATION. SIAMESE CONNECTION R&S REMOVE AND STACK T 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO .CALL AT LEAST 24 HOURS AHEAD FOR STEEL GUARD RAIL YD RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN"ACCORDANCE WITH THE TOWN - WOOD GUARD RAIL VN FIRE HYDRANT COWSULT NT WM REQUIREMENTS, AS APPLICABLE. ct o SGE SLOPED GRANITE EDGING -e-o-o- WATER METER STOCKADE FENCE INSPECTIONS/TESTING PTV PIV SGC SLOPED GRANITE CURB NOTIFY ALL UTILITY COMPANIES PUBLIC AND PRIVATE INCLUDING • POST INDICATOR VALVE 7. THE CONTRACTOR SHALL OT FY , 1._ RESPONSIBLE 0 ENGINEER ON ALL NECESSARY INSPECTIONS. - . : - • •••••••••••• PATH THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS .PLAN, (SEE CHAPTER 370, ACTS OF CONTRACTOR IS RESPO BLE TO COORDINATE WITH THE T1EG ilE INTO EXISTING GRADE _ _ _ BUSINESS DAYS AHEAD OF REQUIRED ® WELL 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. - - THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) B E Q - TREE LINE INSPECTIONS. MONITORING WELL TOC TOP OF CURB x x x x CHAIN LINK FENCE TOF TOP OF FOUNDATION !3. BARTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES , �h 2. AT A MINIMUM. THE FOLLOWING INSPECTIONS/TESTING WILL BE REQUIRED. IF ISSUES ARISE DURING IRRIGATION CONTROL VALVE -� o - INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS ADDITIONAL INSPECTIONS BEYOND STONE WALL TOS TOP OF SLOPE SPRINKLER HEAD WHAT IS NOTED MAY BE NEEDED. 38( �-�- 9. THE TERM "PROPOSED" PROP. MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS RETAINING WALL � TOW TOP OF WALL (PROP.) CONSULTANT 0 O G EXISTING MATERIALS IDENTIFIED AS REMOVE AND RESET A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING ;..@,......... dim GAS GATE OR, WHERE APPLICABLE, RE USIN HAY BALES r TYP TYPICAL CONSTRUCTION. IG ® GAS METER (R&R). LION UNLESS OTHERWISE NOTED , B. DRAINAGE AND STORMWATER MANAG M T:' 10. UPON AWARD Of.CONTRACT CONTRACTOR SHALL MAKE ALL NECESSARY .CONSTRUCTION E EN _ � I ® EMH C --- ----- - � ELECTRIC MANHOLE VIF VERIFY IN FIELD BY CONTRACTOR BOTTOM OF EXCAVATION. FOR EACH-, MANAGEMENT (SWM) FACILITY. � 4 MINOR CONTOUR NOTIFICATIONS AND APPLY :FOR AND .OBTAIN ALL NECESSARY PERMITS, PAY ALL. FEES AND:. � ,; • DURING INSTALLATION OF STRUCTURES HAMBERS TO SEE A CROSS SECTION VIEW OF a POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS I -1f3 20- ® ® ELECTRIC BOX VGC VERTICAL GRANITE CURB MAJOR CONTOUR INSTALLATION REQUIRED. ._ _ EM ELECTRIC METER AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. ----�QS TOS TOP of SLOPE � ® _ • AT FINAL SHAPING OF STONE IRS OUTFACES AND EARTH BERMS. ' UTILTY WEIRS, F '# I 11. THE CONTRACTOR SHALL BE RESPONS IBLE BLE FOR VERIFYING THAT THE PROPOSED LIGHT POLE DECORATIVE- F3Cs- -805- # CORRUGATED METAL PIPE BOTTOM of SLOPE (DECORATIVE) ACCMP ASPHALT COATED IMPROVEMENTS 'SHOWN` ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING C. FINAL'STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION FLOOD LIGHT CAP CORRUGATED ALUMINUM PIPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE - CONTROL DEVICES. -LANDSCAPE LIGHT CIP CAST IRON PIPE� DISCOVERED,.THE .CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER PREPARED FOR : IMMEDIATELY UPON DISCOVERY �,•r!D A� : LEAST 72 HOURS PRIOR TO .INSTALLATION OF ANY PORTION BUILDING H SINGLE LUMINAIRE G I TYPE OF THE AFFECTED WORK. CIT CHANGE N Ralph Llnsalata FP�`� EN n BUILDING DOOR p �+a DOUBLE. LUMINAIRE PIPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR � CMP CORRUGATED METAL P 2 r LOADING DOCK TRIPLE LUMINAIRE ALL -BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS`SHOWN HEREIN ARE O Surrey Lane om 14OHD - COND CONDUIT FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OVERHEAD DOOR QUAD LUMINAIRE Weston, MA 02493 •-�-. Q D INARE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT. THE EXTERIOR BUILDING CORNERS i o CPP HIGH DENSITY POLYETHYLENE CORRUGATED BOLLARD FROM THE LATEST ARCHITECTURAL PLANS. -THE CONTRACTOR SHALL NOTIFY BAXTER NYE WALL PACK E°�- SMOOTH INTERIOR 1 �_ PLASTIC PIP ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND FPJ 0 DUMPSTER PAD • �- SIGN CS CURB STOP FOR WATER LINE ARCHITECTURAL BUILDING PLANS' BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED. SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE SIGNAL ARM i DOUBLE SIGN DIP DUCTILE IRON.PIPE MADE IF NECESSARY. Pm PM O MANHOLE PARKING METER C. -� Ds DOWN SPOUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE C '°•�- UTILITY POLE/GUY WIRE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY to c7--_0_ 0 -0- UTILITY POLE GUY POLE E ELECTRIC PROJECT TITLE Q PARKING COUNT / AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. Ct0 COMPACT PARKING STALLS ER © HAND HOLE 0 FdcC FRAME AND COVER _ 14.` THE CONTRACTOR .SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION 25 Overlea Road ® PULL BOX MEETING AT LEAST TWO 2 WEEKS PRIOR TO COMMENCING CONSTRUCTION. CROSSWALK ET � ) F&G FRAME AND GRATE H annis ort MA 02647 , Y P SILT FENCE AYBALE o /H • ': G GAS 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL`BEFORE CROSSWALK DIVERSION BERM/SWALE ANY.FABRICATION OR. DELIVERY OF PRODUCTS OR MATERIALS.. HYD HYDRANT AN U.HAY BALE CHECK DAM 0 CONC. PAVEMENT 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB :SITE SAFETY AND ALL: � OR DRAIN� ID INTERCEPT CONSTRUCTION MEANS AND M C) STANDARD DUTY FLEXIBLE PAVEMENT PI POINT OF INTERSECTION METHODS. BARTER NYE ENGINEERING & SURVEYING, DOES' NOT 0 0 INV INVERT ELEVATION ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL v FLARED END SECTION FES N ..::•.::•.... HEAVY DUTY FLEXIBLE PAVEMENT ( ) FEDERAL STATE AND-LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED 0 �� STATE, AND WITH STONE PROTECTION : PD PERFORATED DRAIN o �.; BY ALL PERSONNEL'ON THE JOB SITE AT ALL TIMES. o ® HANDICAP RAMP & HANDICAP PARKING PVC POLYVINYL CHLORIDE PIPE 6 PD PERIMETER DRAIN - 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM .THE _ RCP REINFORCED.CONCRETE PIPE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. VAN VAN-ACCESSIBLE HANDICAP PARKING THE CONTRACTOR SHALL LEAVE THE SITE IN A'SAFE, CLEAN, AND LEVEL CONDITION AT THE cc �- PAVED WATERWAY (PWW) a COMPLETION OF THE SITE CLEARANCE WORK. WITH STONE PROTECTION RD ROOF DRAIN Q ® CART CORRAL - ? DRAINAGE FLOW DIRECTION S SEWER 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES Detail no. C/0 SEWER CLEANOUT SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO a on DETAIL OR SECTION REFERENCE JUTE MAT IN SWALE NATURAL STABLE GROUND ;BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, Sheet no. STORM DRAIN LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER d DELETERIOUS DEBRIS. s 0 TREES o' T TELEPHONEAL LIMITS OF GRADING SHALL_ 19. TREES AND SHRUBS WITHIN THE BE REMOVED AND RESET WETLANDS ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. o SHRUB TSV&8 TAPPING SLEEVE, VALVE & o --------- � -- 50' WETLAND BUFFER & BOX RISER 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE ' -- -- EXIST PROP UP UTILITY POLE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS 0 100 WETLAND BUFFER REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL a -- 200' WETLAND BUFFER LP LP LOW POINT; VIF VERIFY IN FIELD CONDITION AT THE CONTRACTOR'S EXPENSE. - LIMIT OF WETLANDS HP HP HIGH POINT VCP VITRIFIED CLAY PIPE DATE D E S C R I P T 10 N 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE 00 A—- -�-- WETLAND FLAG GB GB GRADE BREAK RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE SHEET TITLE 52 27,21 TC 7.21 TOC w WATER LOCATION OF SUBSURFACE ROCK. o ----- 100 YEAR FLOOD PLAIN "27.15 GC 27.15 BOC TOP & BOTTOM ELEVATION 21.25 21.25 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY N MITIGATION AREA UNE SPOT ELEVATION w/LEADER FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES Legend and N g - �- EDGE OF WATER 21+3 2�+25 DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE SPOT ELEVATION CONTRACTORS EXPENSE. General Notes Plan o, BORING LOCATION 3 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED O TEST PIT LOCATION OTHERWISE. E N J TELEPHONE MANHOLE -$- TE SHEET O N TELEPHONE MARKER. ■ ■ BENCH MARK 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SA WCUT o EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS C, o TRAFFIC SIGNAL �---� TIE IN TO EXISTING GRADE N SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR o TO EXISTING PAVEMENT C4mO Ff N s SIGNAL BOX❑ INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND PACP FACp GRAY TEXT REPRESENTS EXISTING INFORMATION REPLACED. DATE : FEBRUARY 25, 2020 o FIRE ALARM CONTROL PANEL FIRE ALARM BOX BLACK TEXT REPRESENTS PROPOSED INFORMATION _ o ❑ ❑T TRANSFORMER PAD 0 m FT7R TELEPHONE RISER S C A L E . NOT TO SCALE a ® MAILBOX DRAWN BY: JKL CHECKED BY: MWE 0 o JOB NO : 2019-027 F I L E : 2019-027 LG.DWG - _ f _.. .-. :.. n..r.., -r ... ...•.. .a.. s:.. n.. t. r,.ar. .. ..'.,. ... ,. a _. ...-.. ... .... aF .o. - a 20 FT MIN. { TOP OF FOUND. t EL = _ 10 FT MIN. v CONCRETE 4" SCH. 40 PVC � —CLEAN SAND t YY PIPE- MIN. PITCH CONCRETE I/8" PER FT. COVER 4 CAST IRON — 2" LAYER OF PIPE - MIN. PITCI-' 12 MAX. I/8 - I/2 WASHED 1/4" PER FT STONE o FLOW LINE x L. S EL.= -- - c\j MINs EL.= EL.= EL EL= -- - — - -- D I S T EL= �, w LOCATION MAP / BOX ° n ' 3/4"- 1 1/2" ------ o° _ W es s o WASHED STONE 'c, S'° o U- o o`bo W J r GAL. PRECAST LEACHING °°U` EL = BASIN OR EQUIV. 1 SEPTIC s. TANK o' i - PROFILE OF BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE E L - SEWAGE DISPOSAL SYSTEM GROUND WATER TAB EL.LE( _ Pc _ _ NOT TO SCALE vp A5skIMll�D 13,M, DESIGN CALCULATIONS SOIL TEST '(D! ( V ; tIL_ Ivp,t-'� NUMBER OF BEDROOMS ,. .. DATE OF SOIL TEST L, GARBAGE DISPOSAL UNIT.. . NU WITNESSED BY i TOTAL ESTIMATED FLOW { GA1_. /BR./DAY x -BR. ) . .. . . . . . 2f0 GAL./DAY PERCOLATION RATE <'., MIN /INCH REQUIRED SEPTIC TANK CAPACITY.... GAL OBSERVATION HOLE I OBSERVATION HOLE 2 ACTUAL SIZE OF SEPTIC TANK.... . . ... . . . . CG'� GAL. ELEVATION r,6 , %^ ELEVATiON = LEACHING AREA REQUIREMENTS \: SIDEWALL AREA 1 GAL /S.F. nD�D.I.UAM SUS`> c�i , BOTTOM AREA '• GAL./S.F. LEACHING CAPACITY ( BOTTOM + SIDEWALL) . `/�r � GAL. i1 !. Ci i I r RESERVE LEACHING CAPACITY ...._............... j GAL. ) � �1l►�f�,.S �. �AUC�N Ll t� L NOTES r 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM ,✓ / �j d TO D.E.Q. E. TITLE 5 AND THE TOWN OF IL'tLL?Afk RULES AN'.) REGULATIONS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12'' OF FINISHED GRADE. 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY MIN. FRONT SETBACK �; THE SAME. MIN. REAR SETBACK 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO MIN. SIDE SETBACK COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT ✓' '' + !�s` _Si�i� ri�z> co'(oti PtA•l�t APPROVED - BOARD OF HEALTH IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. \\ v ` `� •y ^+ z fa MNStDt�►S . DATE AGENT P2o?� PROJECT LOCATION \` APPLICANT NB�iI g7 7 a ,� At�,,'�.«, LEGEND SCALE _�I OR. BY: rATE EXISTING SPOT ELEVATIONS 00 0 -%ttOF WOHOF,yq X y�E�/"�\SJ. �, p�� �`r7 JOB NO -7 APPD, BY REV EXISTING CONTOUR - -- - - - 00 - - - - - pe' RlCyq� r �, FINAL SPOT ELEVATIONS 00. 1AME5 RICHARD ! �gMfS Lon J ©������( ��C DRAWING FINAL CONTOUR 00 v O{i�AkV; E694 nA� Soh- TEST LOCATION AT I 0 N ` REG. LAND SURVEYORS- REG. SANITAR/ANS Sl T F. PILH{V - 35 — 2 sr .� ', c, NO. `1: ROUTE l 3 4 UN/T a .■ "'+ j g SOUTH DENNIS..�' MA_S e +t se wY J