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0240 BAXTERS NECK ROAD - Health
240 Baxters Neck Road MARSTONS MILLS A = 075 - 024 - J �I Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed:Address at well location: New Well Street Number:Street Name: 240 BAXTERS NECK RD Please specify well type:Building Lot#:Assessor's Map #: Irrigation 075 Assessor's Lot#:ZIP Code: Number Of Wells:024 02648 City/Town: Well Location BARNSTABLE In public rightofway:GPS Yes No North:West: 41.63893 70.41219 Subdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner:Street Number:Street Name: LANDES 240 BAXTERS NECK RD City/Town:State: Engineering Firm:BARNSTABLE MASSACHUSETTS ZIP Code: 02648 Board of health permit obtained: Yes Not Required Permit Number:Date Issued: W2022 020 06/14/2022 Massachusetts Department of Environmental Protection Bureau of Resource Protection – Well Driller Program Well Completion Reports(General) Well Driller General Well Form DRILLING METHOD Overburden Bedrock Auger Choose Bedrock WELL LOG OVERBURDEN LITHOLOGY From(ft)To(ft)Code Color Comment Drop in drill stem Extra fast or slow drill rate Loss or addition of fluid 0 20 Medium Sand Brown YES NO Fast Slow Loss Addition 20 30 Medium Sand Brown YES NO Fast Slow Loss Addition 30 45 Fine To Coarse Sand Brown YES NO Fast Slow Loss Addition WELL LOG BEDROCK LITHOLOGY From(ft)To(ft)Code Comment Drop in drill stem Extra fast or slow drill rate Loss or addition of fluid Visible Rust Staining Extra Large Chips Choose Code YES NO Fast Slow Loss Addition Yes Yes ADDITIONAL WELL INFORMATION Developed Yes No Disinfected Yes No Total Well Depth 45 Depth to Bedrock Surface Seal Type None Fracture Enhancement Yes No CASING Is Casing above ground? From To Type Thickness Diameter Driveshoe 0 41 Polyvinyl Chloride Schedule 40 4 Yes SCREEN No Screen From To Type Slot Size Diameter 41 45 Stainless Steel Well Point 0.012 4 WATERBEARING ZONES DRY WELL From To Yield (gpm) 29 45 12 PERMANENT PUMP (IF AVAILABLE) Pump Description Choose Pump Description Horsepower Choose Horsepower Pump Intake Depth (ft)Nominal Pump Capacity (gpm) ANNULAR SEAL / FILTER PACK From To Material 1 Weight Material 2 Weight Water (gal) Batches (count) Method Of Placement Choose Material Choose Material Choose One WELL TEST DATA Date Method Yield (gpm)Time Pumped (HH:MM) Pumping Level (ft BGS) Time To Recover (HH:MM) Recovery (ft BGS) 12/30/2022 Constant Rate Pump 12 1:30 31 0:01 29 WATER LEVEL Date Measured Static Depth BGS (ft)Flowing Rate (gpm) 12/30/2022 29 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision, according to the applicable rules and regulations, and this report is complete and accurate to the best of my knowledge. Driller WILLIAM URQUHART Registration #877 Monitoring [M]Supervising Driller Signature DESMOND, PATRICK, Firm DESMOND WELL DRILLING INC.Rig Permit #0551 Date Job Complete 12/30/2022 NOTE: Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Massachusetts Department of Environmental ProtectionBureau of Resource Protection – Well Driller ProgramWell Completion Reports(General)Well Driller General Well FormDRILLING METHODOverburden BedrockAuger Choose Bedrock WELL LOG OVERBURDEN LITHOLOGYFrom(ft)To(ft)Code Color Comment Drop in drillstem Extra fast or slowdrill rate Loss or additionof fluid020Medium Sand Brown YES NO Fast Slow Loss Addition2030Medium Sand Brown YES NO Fast Slow Loss Addition3045Fine To Coarse Sand Brown YES NO Fast Slow Loss AdditionWELL LOG BEDROCK LITHOLOGYFrom(ft)To(ft)Code Comment Drop indrill stem Extra fast orslow drill rate Loss oraddition offluid Visible RustStaining ExtraLargeChipsChoose Code YES NO Fast Slow Loss Addition Yes YesADDITIONAL WELL INFORMATIONDevelopedYes No Disinfected Yes NoTotal Well Depth 45 Depth to BedrockSurface Seal Type None Fracture Enhancement Yes NoCASINGIs Casing above ground?From To Type Thickness Diameter Driveshoe041Polyvinyl Chloride Schedule 40 4 YesSCREENNo ScreenFromTo Type Slot Size Diameter4145Stainless Steel Well Point 0.012 4WATERBEARING ZONES DRY WELL From To Yield (gpm) 29 45 12 PERMANENT PUMP (IF AVAILABLE) Pump Description Choose Pump Description Horsepower Choose Horsepower Pump Intake Depth (ft)Nominal Pump Capacity (gpm) ANNULAR SEAL / FILTER PACK From To Material 1 Weight Material 2 Weight Water (gal) Batches (count) Method Of Placement Choose Material Choose Material Choose One WELL TEST DATA Date Method Yield (gpm)Time Pumped (HH:MM) Pumping Level (ft BGS) Time To Recover (HH:MM) Recovery (ft BGS) 12/30/2022 Constant Rate Pump 12 1:30 31 0:01 29 WATER LEVEL Date Measured Static Depth BGS (ft)Flowing Rate (gpm) 12/30/2022 29 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision, according to the applicable rules and regulations, and this report is complete and accurate to the best of my knowledge. Driller WILLIAM URQUHART Registration #877 Monitoring [M]Supervising Driller Signature DESMOND, PATRICK, Firm DESMOND WELL DRILLING INC.Rig Permit #0551 Date Job Complete 12/30/2022 NOTE: Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Massachusetts Department of Environmental Protection Bureau of Resource Protection – Well Driller Program Well Completion Reports(General) Massachusetts Department of Environmental Protection Bureau of Resource Protection – Well Driller Program Well Completion Reports(General) TOWN OF BARNSTABLE LOCATION X i� SEWAGE# VILLAGEMQ,f��n HI S ASSESSOR'S &PAR(' INSTALLER'S NAME&PHONE NO.�)QQ�Q��=�( �n(a�{p.`-170 a(A igI14 SEPTIC TANK CAPACITY , LEACHING FACILITY:(typ hWV)P-& (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: ) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility "1. , Feet Private Water Supply Well d Leaching Facility(If any wells exon/ , site or within 200 of leaching facility) y/A Feet Edge of Wetland and a ing Facility(If any we ds exist wiQrl 300 feet of le facility) O Feet FURNISHED B A 081 Pi tor) As - 9 `W ��3" �' I foAV ��� aZ No. ��Z I .. �1"l Fee 1ST THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes apphLation for Mie-po8al *pstem Construction 3prrmit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) o/complete System ❑Individual Components Location Address oorr,Lot No. 0�Ol O ner's Name,Address,and Tel.No.- Ass ssor s N p/71p cel T � T t - a �`i •(1C�Q/S Installer's Name,Ad dress, No. ??4 Al R1 Designer's Name, and el.No: v.� �.xx f Type of Building:Dwelling No.of Bedrooms (a Lot Size Opc ',o, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided��� gpd Plan Date O Number of sheets Revision Date w/A Title __ 11 A Size of Septic Tank O &A Type of S.A.S. rwe' Ctn om �-- Description of Soil d Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 the Environmental Co e and not to place the system in operation until a Certificate of Compliance has been issued by this of Health. Si d Date t/ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �� —3 7 ( Date Issued loll -'�,�,,,,,P.:r,c:..�n,o,� ! *ter �.:.� ., y-•.��.•�.. r .s ,•c Y-.,,w.,-y .� '". ,'�:. - .. ... it ,. .- Y � i 0. ` " Feei THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer: r10 i:' .a 3' PUBLIC.HEALTH DIVISION -,TOWN OF, BARNSTABLE, MASSACHUSETTS YesC Rpplication for Misposal *pstem CDne&0.0O Permit Application for a Permit to Construct( ) Repair( )"i Upgrade( ) Abandon( ) ®Complete System ❑Individual ComponenW-, Location Address or Lot No.'Vi9jOIYC-r 1 f4f 1vX.1cC(, ,j Owner's Name,Address,and Tel.No.0 "„ P � Ill�'i1, �0 t. r\1 t �. c� a i l`% Assessor's Ma /Parcel Installer's Name Address and el-.N � i Tel.No. 0Des 1 Type of Building- Dwelling_ -- \\_ ' Dwelling No.of Bedrooms /) Lot Size'�J l,tpp��1:t sq.ft. Garbage Grinder( ) i 1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures j �7 Design Flow(min.required) (,/� gpd Design flow provided J gpd Plan Date, , C1 fr U Number of sheets # Revision Date}� i Title_ �.>`'.. ��- � +P1a '` Size of ( SepticlT,a,rn I i0 (,(JA Type of S.A.S.Co ,Mat" (�ourj l Descri ption of Soil 1 ti V`► jN''��.(� ~ Nature of Repairs or Alterations(Answer when applicable) � 1��(' -Py V (�{(A1{- r� �uv> C. , CuAYI�, W o *Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the of orp described on-site sewage disposal system in accordance with the provisions of Title 5.,of�the Environmental,Codel t to place the system in operation until a Certificate of i Compliance has been issued by this Boa d of Health. Signed Date l �✓ = J _ - - - {z..�Application Approved by AP / Date �' Application Disapproved by � ----•~' Date for the following reasons G Y Permit No. `7j�, I r3�-I Date Issued b 2 THE COMMONWEALTH OF MASSACHUSETTS v' BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage,,Dcisposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by� I►� f\b k # -�r� ��0 \fv-1 cc riD at 0 1 \r _ N OC 0erA k-�Q N6\W Ilk kas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. UU T1 dated 1D��2e i Installer- ,� 'E,�cata-�(V 1 CG(tp Designer P)a\W_A e.+( t�uX #bedrooms O ) Approved design flow �p(� S gpd The issuance of this permit shall not be construed as a guarantee that the system will-ftinclion'59 designed. Date. Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i3ermit ~.y Permission is hereby granted tonCo.istruct( �R,,epair( ) Upgrade( ) Abandon( ) System located at (`, L�c1ak . 'c V zct Vt i� r4 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construjctiioh must be completed within three years of the date of this permit. Date v( (0 j Z Approved by 77`—---- 1 Town of Barnstable Regulatory Services Richard V;_Seali,Interim Director DA MAS&1L.E; MASS Public Health Division °+ea fn►as`', T.liotMis M.eKeaa,Director 200 IN1ain Street,Hymmis;NIA 02601 Office: 508-362-4644 Fax: 505-790-6304 Installer&Designer Certificatioii Form Date: 11/12/2021 Sewage Permit# 2021-379 Assessor's iylap\Parcel 075/024 Designer: Baxter Nye Engineering &Surveying Installer-. Sweeney Excavation Address: 78 North Street Address: 5 Chart Well Drive Hyannis, MA 02601 Bourne, MA.02532 On 10/18/2021 Sweeney Excavation was issued a permit to install a (date) (installed') septic.:system at 240"Baxter Neck Road based on a design dimawn" by (address) Baxter-Nye Engineering&Surveying dated. December, 29 2020, rev 10/22/2021 (designer) X I certify that the septic system referenced above was installed snbstahtially according to the design, which play.include in,iuor approved changes Stich as lateral relocation of the distribution box and/or septic tank. Strip out (if,required) was inspected.'and the soils were found satisfactory. ---- N01"E:System was not'cannected'to building at:the time of the inspection► I certify that. the, septic systen .referenced above was installed with majgr changes (i.e greater than 10' lateral relncat:ion of the SAS or any vertical relocation of any cotiiponent of the septic system) but in accordance Mirth State &Local I egulations. Plau revision or ceitifiied as-bui'kby designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. ertify that the syprem referenced above w s constructed.in c : l'lia►tce With (lie terrn.s � f the I\A approv fetters(if applicable) ��offEVI(EN • o ; __ MA 30N (Installer', Sign re) CIVIL "' � A No' o 463,15 ? 0 � �G •+'`�,' Cary:..-►�_)�1 Y � c, "c-`t,M._� ss ati (nesijbieCs Signature) (Affix nes PLEASE RETURN TO B U� NSTABLE PUBLIC HEALTI�:DIVISION. Cl�Z2`TI.I{ICAT�' OF COIVIPLV NCE 't'VILL NOT :BL, ISSUT..D. UNTIL B"OTH.'IIIIS FOR'm AND AS- BUILT CARD ARE, RE,RE,CEWEI D BY THE BARNSTAABLE PUBLIC.HEALTH DIVISION, THANK VOID. gg6 i No.........1_7L'. ................... THE COMMONWEAL4fK OFcMASSACHUSETTS BOARD OF �H�EALTH ,�Q ............... . .................OF...� ..L.A.. w_€...- .............: VV11 ,. Appliration -for 'iipioottl Workii Tonutrurtion Vrruiff Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: J ...................... ........ ..............•____•___d_.... Location A�d` res &4 Yld/8!/�av � ` y7 or �9� �l G! '�P✓ ................ -'--------•--......... .-----...-•--•- ------------ Owner Address •-- ---••---------••••-- = .......................................... (-.....----•• --•-•-•----.......... Installer Address UType of Building Size Lot.. )_-`- _---___Sq. feet Dwelling—No. of Bedrooms--------------3-------------------------Expansion Attic (H Garbage Grinder aOther—Type-of Building --------------------------_ No. of persons.--------------------------- Showers ( ) — Cafeteria ( ) Other fixtures ----------------------------- w Design Flow._`...__.....:ti?-_ -•-_--------••-�..j�Mons per person per day. Total daily flow_....... ___. _.._.__.gallons. W Septic Tank-1 Liquid capacity_rS- gallons Length................ Width .. Diameter_-.--. . . Depth---.-_---.-..... x Disposal Trench—No.-------------------- Width......... T jtalJen li_` _ _ _.__.__. Total leaching area............_.....sq. ft. _... eD"ptlt low}'nlet.................. Total leaching aretl-------._____..__sq. it. Seepage Pit No.......a------ Diameter._1 z Other Distribution box ( � " Dosing tank ( ) ^(,?�! - �C_on 76 Percolation Test Results Performed by....... ..............................................•--•-----•-••-..... Date•---------•------•--------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water...-_-._._.---..--.-.._. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water water------ -----..-_.--_-___. -------------- --------------- Gx � � j Description o o ------ �7 f f�_ � � Y - 1 w UNature of Repairs or Alterations—Answer when applicable..------------------------------------------------------------------- -------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— Th undersigned further agrees not to place the system in operation until a Certificate of Compliance has een "ssued by he board f health. �' �-r---------------- t ned ....------ , Date ' M71 Application Approved By---- ----- --- - -- --- &=_ . .7.` . 7 Date Application Disapproved for the following reasons.................................. =--•-.......-•--------------- .................•--•---••--------------•--------------------•------------------------•---•---•--------------------------•----•--•---------------------•-----••-----------------------•--------------- I Date PermitNo......................................................... Issued........................................................ Date F oo Fmc.M..................... THE COMMONWEALWrH OF;MASSACHUSETTS BOARD OF HEALTH ....... .. ._ -----------------OF...� F��'Tf� I--E.�.......h�lft�........------ Appliratiuu -fur Ui.�puiittl urkfi Tuustrurtion Vrrauit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .................... .........�?--N --- ----�- �.......!....a'................�-�.............ip .�----.._........------ ----------------._...........-- ��T,I�I� iL"_�G LocationAddress�' t(/� �VI/1+�v'iftfl�ri c-� or Lot �{IVo I (�.. I�/ 27... . ------ •-••----••--•.......................••-•-•--•-••-••-•-....---....... ••----............................ _4........)`_'..... = Owner Address -------------------- ------------------- -- 02 ------------------------------ Installer Address Q Type of Building Size Lott----- . __-_Sq. feet a Dwelling—1Vo. of Bedrooms_____________✓�'._....._.. ................ Attic (No) Garbage Grinder p, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtur s W Design Flow 1.._.__.___J................... gallons per person per day. Total daily flow....... 1�f ...... P4 Septic Tank Liquid capacity/- ______gallons Length................ Width................ Diameter---------------- Depth.-..---_-_.----- Disposal Trench—No. ................... Width___.____..._ _ ___ Total en th. Total leaching area....................sq. ft. .� .._ ......-- Seepage Pit No.......�,-------- Diameter.//,': -___ � Blow1inlet.................... Total leaching area------------------sq. ft. z Other Distribution box (Ivr) Dosing tank Percolation Test Results Performed by---------------- --------------------------------------------------------- Date--------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of "Pest Pit-................... Depth to ground water........I............... �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground w, ater.-.-_.-.._--_-.---_- 19 -' -fi -- .... O Description of �l._.___-.--- ----- s: x -•--------•--••-••-- �W - .... -- --------------------- x -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board health. ned--- ............... ----------- ----•--- ----------•------------------ t11; /Y 6at, Application Approved BY s= - -7. ............. =.-7.-_.T ------------- Date Application Disapproved for the following reasons:.--------- ••................................••-••-----••---•---•--------------.._...•---•--•••-•-•••-•--••----------------•---------••-----•-•--------------------------------------•-----•---•---------------•--- Date PermitNo---------------------------------....................... Issued--------------------------------------••----•••--••---• Date r ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ ��........OF.......... ..1 Y...:c................................. !!! 01.1.rrtifiratr of fTuntphaurr v--- by 71��IS TO,�ERTIF3�' �at the Individual Sewage Disposal System constructed --(----)--or Repaired-(-- )• r ' ��_j Install has been installed m accordance with the provisions Of . f}cl XI of The State Sanrtary Code as described m the application for Disposal Works Construction Permit Not?_.__.. �'________________ dated_-._ '_"7._-. ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--........... 6- Inspector.<� ........ C . ' THE COMMONWEALTH OF MASSACHUSETTS '`�- BOAR HEALTH ............../...........................OF 'z7..........------------------------•-------... �7 / No.......... DinpTc"), u / � n 5 rurtion Prrmit Permissio is hereby granted- G1 9 s4d �' ---•---------•----•........................ to Cons t l' ) o Rcp ( �a`n`In ividual e�is sal Syste at No l .. r t�l �( ( � �R� � 1 ............ - --•-----------------•--------•-------------- Street as shown on the application for Disposal Works Construction fPe it N ,..__________ ------------------------- ________ Dated..07.�7_`_7�.__............. �� - oard of Health fi DATE...... ------------------------------------ v FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS f COMMONWEALTH OF MASSACHUSETTS EXECUTIVE.0FFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM.-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 240 Baxters Neck Road Marston Mills, MA 02648 Owner's Name: Arthur Gorbach NA Owner's Address: Date of Inspection: April 9, 2008 Name of Inspector:(Please Print) James M. Ford �' 2 Company Name: James M.Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT 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 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Ne s Further Evaluation by the Local Approving Authority, F is Inspector's Signature: Date: April 14, 2008 The system inspector shall subs it 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 bffice of4t e DEP. The original should be sent to the system owner and copies sent.to the buyer,if applicable,and the approving authority. Notes and Continents ""This report only describes conditions at the time of inspection and under the conditions of use at.that.f• time. This inspection does not address how the system will perform in the future under thelsame or different conditions of use. ' Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 240 Baxters Neck Road Marstons Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9 2008 Inspection Summary: Check A,B,C,D or E/ALWAYS 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: 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. Answer yes,no or not determined(Y,N,ND)in the 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 exfiltration 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: .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 obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 240 Baxters Neck Road Marston Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9 2008 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 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 less 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 DEP certified laboratory, for colifonn- bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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 fonn. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 240 Baxters Neck Road Marston Mills. AM Owner's Name: Arthur Gorbach Date of Inspection: April 9 2008 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for 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 ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— _ ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.] No (Yes/No)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 System: To be considered a large system the system must serve a facility with a design flow.of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 11 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 240 Baxters Neck Road Marston Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9. 2008 Check if the following have been done:I You must indicate"yes"or"no"as to each of the following: Yes No ✓ 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? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ _ 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 back up? _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS,located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of 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 occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 i Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 240 Baxters Neck Road Marstons Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9, 2008 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes.or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No. Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe):. GENERAL INFORMATION Pumping Records. Source of information: Pumped 3-4 yrs.Ago-per owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--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) Tight Tank Attach a copy of the DEP approval Other(describe): Approxunate age of all components,date installed(if known)and source of information: Date of installation-912176 Were sewage odors detected when arriving at the site(yes or no): No 6 r Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 240 Baxters Neck Road Marston Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9, 2008 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 48" Material of construction: ✓ concrete _metal_fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 Qal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: I" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee.or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. The center cover was 8"below grade. GREASE TRAP: None (locate on site plan) Depth below grade: 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: Continents(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 f Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 240 Baxters Neck Road Marston Mills, MA Owner's Name: Arthur Gorbach Date of Inspection: April 9. 2008 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: Qallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): ) DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Cormments(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.): The D-box was clean No solids were present. The cover was 4'6"below grade. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber;condition of pumps and appurtenances,etc.): 8 i Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 240 Baxters Neck Road Marston Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9, 2008 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2- 1000 zal. 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.): There did not appear to be any signs offailure. A camera was used for the inspection. CESSPOOLS: None (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: Dnnensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs.of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Continents(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 f , Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLU NTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 240 Baxters.Neck Road . Marston Mills, MA. Owner's Name: Arthur Gorbach Date of Inspection: April 9 2008 SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch 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. s a � o B 19 3 :a y a a�`° 33 3 3 a 38 Y 30 30 10 i Page 11 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 240 Baxters Neck Road Marstons Mills. MA Owner's Name: Arthur Gorbach Date of Inspection: April 9 2008 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25 +/- feet Please indicate(check)all methods used to determine the high.ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site.(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Usinz Barnstable topographic and water contours maps the maps were showing approximately 25'+/--to groundwater at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed,written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 i ' Town of Barnstable yot tHE r, Regulatory Services BAMSfABLE ; Thomas F. Geiler,Director . MAIM A,EOM,�A Public Health .Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the"Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. TOWN OF BARNSTABLE EOCATION SEWAGE# VILLAGE IT. I S ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY SaD LEACHING FACILITY:(type) O VO (size) NO.OF BEDROOMS 3 OWNER GOr6AC.,k PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Y /��0 Feet FURNISHED BY Spec.ri LV-N FOr l J � a Q 3 a y a a� 33 3 3a 38 1 .3 0 30 TOWN OF BARNSTABLE , ' LOC TTION M�-� UA 1x. SEWAGE # i4 ay VILLAGE _ktaA-&'/�K6 602 ASSESSOR'S MAP Cz LOT LW4, INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY DU LEACHING FACILITY:(type) s 1600 (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER U) BUILDER OR OWNER Q��� - DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: I VARIANCE GRANTED: Yes No �1 � � N t4 .- ► T WN OF BARN T LE e� LocA ION Ak4t 40 SEWAGE # VILLAGE e s4yrn-S G/�' ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. P�/tSi� SEPTIC TANK CAPACITY _1,5Vo a-e-.0 ��y�(�w 30. 0,4 . LEACHING FACILITY: (type) ,Z �o�ap .Seru-Pae/ size) NO. OF BEDROOMS BUILDER OR W f t�Cf7L �' q&Q A PERMITDATE: -2l� COMPLIANCE DATE: 3I 24 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 bysrv-� /tiP�� fit-om 3,t o ' R�Z�NCe C Ov E i IN �. T nl 84,foU-5cz, FT, 9 /D N P M �N 02 y•': ' 88.5�• - / a5• �¢`-� nl Eck .�C'U,,, v R O h �40, � ,�c -s t I� t PR��fcL GO�/ E �I A4 -N r. nl 84�506 SCj. FT, 9 /D 54-' P N C F• � � I 88.5�• - i �5.���SLS N E'er k iC'� ,� � i ati Ro � ' h I � i + • I J No. ��� �a D—A-21) Fee ` r BOARD OF HEALTH TOWN OF BARNSTABLE 01pplicartion ,for lVell Cougtruction Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: 240 Hate+-P-rc, Neck 1U, kksl[S 0-7G/6 Location-Address Assessors Map and Parcel It L c t h d-e�, 2 40 d(- !?d &VStb PLIS: A A Owner Address (✓ ( L1 -DeSmcr)d Well OY dC[1'Ya_ , Jhr.: f26 ��cx7,�� C`�Y �n 62 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4 Vc- ' C Capacity Purpose of Well 1 rTl Ct+(V i l Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificat f Compliance an issue�the and of Health. Signed -&I(io Date/ Application Approved1- Date Application Disapproved for the following reasons: Date Permit No._/P,� �� c� Q--6 Issued -�- Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed()6, Altered( ), or Repaired( ) by & jU,,-e 1 Installer at 40 6ckX*-�S Nect W VA,twls kUL� has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well frotectiob Regulation as described in the application for Well Construction Permit No. LJ--VZ-)Z>—eQ6ated b It THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector All, ... No. Fee i �''"" ►, BOARD OF HEALTH TOWN OF BARNSTABLE 01pplicatiou f or Vell Cougtructiou Permit Application is hereby made for a permit to Construct OC), Alter( ), or Repair( .) an individual well at: 22u0 6Cx¢-erc, 'fleck Pdt k{A,IShYtS W1(S 075/0��- Location-Address Assessors Map and Parcel �1 G h 2 q 0 e x-kerC. ,I.)e-C Y- M aVSJb itS Jl t c�� �Al� Owner Address Lf C) -besmchd Well 0r'(14n . 1hC . F-y fSox g7B . 0((-VC Y\S AA, 026 S8 Installer-Driller tJ t Address Type of Building Dwelling i Other-Type of Building No. of Persons Type of Well �UL � q8 Capacity Purpose of Well 1 r r 1�a 4 c D h Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the .. TO"of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certifiicat(Aoof Compliance has"b'den issued by the Board of Health. Signed r l Dated Application Approved By { ..< Date Application Disapproved for the following reasons: 4 Date c — Issued Permit-No. e; Date �{ t BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed 6ej, Altered( ), or Repaired( ) :by `Cx'C"mcM d. W-P1 f D� 1111hc, he n 1 L r Instal at � u 6 60,x*F P C�( , '1A�V'S ns lul.�M has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ��nD•— {Dated y THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL �a SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vell Cougtructiou Permit No. `Fee 4 Permission is hereby granted to Sm p n .C i r ( �C [(� h , Installer Q to Construct(W, Alter( ), or k Repair( an individual well at: 2 -- No. 0 6 a)( c.ys tNf'_C � � CLrS��n;S Street � f as shown on the application for a Well Construction Permit No. _ Dated Date // �� �� Approved By o � t 12 ;APPROVED MITIGATION AREAS PER SE#3 5494 A TI-WET TO BE IMPLEMENTED,TYP (REFER TO NEW r i' W *' Al-1 - �••�� LANDSCAPE ARCHITECT,.PLAN) a '� rrlrn,izy bI rA tL7rl 9• ELD A A w N \i x.3:ti \\5 I Y t - _..A! --- !.� d i;g 1,✓ (SE3-! O AI-9 -------- AF 8 - ! l� t - ��Y PROPOco APPRU �, -ONGOING VISTA- p i Z +\ _\ -.4 MAMACEMENI AND .y ), ; } g - ( _RESTORATIONN PLAN 4 iG ( a, t'�,° TWO TF -'( PERtSE 5613 ) { (REFER q TWO TREES AD :FOR MITIGATION _ a + (REFER TO LANDSCAPE•PL ) + 18 Ti ACOgST .b! {t. \ , •, . •Li ^T4V 1 —Yf 0 f ' _ 9" 70E L ARCHI 1! ` \ • .:.z- _ lSi EU �0 �t� r°y I3' {,(3 '. I PROPO D RETAINING IMALL:-STAIRS - - w + r 4- i xLS BED - ( �T�_ - TW 24 OD. .7 PLAN- /Pp I AND WAL�CWAYS(REFER 70 q - LS":BED r7 o LANDSCAPE ARCH`TEC7Ufl LANS N� i z `t r ' /T14726 75 .A mn7T550' WN, PIT �s, I B �" / � ." � Q� '-,lS BED' - DECK 24.34 TERRACE i L 9EDs I .. It 16 6ECR 5.50- TWZ'SOh�' / WELL:R DECK r .rBASEMENT +26 OD 1ME,T . �� ^! ' i / _-/ r���'P .� FFE 16 SO e 'n''`-.'r{^' :aa o [ ...• , _, uo . .DOWNSP-- a 2$OAY s E AT 1x TrP. 1 r I r, y� PROPloom," r ''° �'%• +A` 1 a � 7W2&75 qS + ) i n I 92, r• ..(.gyp " S� r9l ' x ,,^, l IBW)% 3 6 ' r ✓.M... „, rc^ Y � "r^w"'W{d \ 'TERRACE \ x{7 5 , ly � �/ / / BW 1 o r e-•._ w .e C- z^� .n-�-?"" T" 1 PR�USED �1 s vI! r/ x _�`.--•.. xl„ as s e'yr,""ff^al"s�¢, +�iA'' dz i I :IAN � !V y ... ���"*" '�` �•��F� t TERRncE pm 1L BARRIER PORCH tK ` � \� \ ( I. I� � �� If 'Ts'yy.,,"� :4J'�"" ARE ✓ '1. j ` { •'y'. X 7!'Ty �•i'' J ,.i.Y" �". � III C M'„fi,{ �.•,' A j S i�, 'y '<"i + \'. .5 •PROPOSEDI ERCROUND ry�il OAACE ,�� 4t"z 1ECTR(C,OAT +D 5 _ - r LANDSCAPE?ARCHI R PUMP OUT)AND r t �i ' TAINING 7 +I l P OPO_D DRIVEW (RFrFER TO W J 1� REAiOVE+i"I NANO x^, t I �I ''i� AL PLANS)> (Ell E%IBTING„SEPj1Q f LS BED f r t / tj , uAI SYSTFiIA I: . LS BED t a 1. . 7TE c, I - ,I� �� � ,_ ❑ y' r / �' inn +r�tl.. .//"" B'7.1pFE4 `4�' O�Q a� '�f zR I 7""' m r /y "1ct0 J �G ,y ..LAWN 1 r 4 T Ti -,y -i I f �B� - 4 f 8qX I y4 ''10•' O. BED # PROPOSE , t` �p Li / i I SEE /rQ7PgS O of TW TOOLS BEOm .. . - � C2.0 - • O Tf. - r N S y+.-r y. ERNCE 2a5 4-7 d .y '•r. J ``O - .'r\ , POOL DRAWDOWN BASIN: PRECAST LEACHING BASIN LCS TEND 410 v.4'STORAGE HEIGHT FND �)RD , . ivy, J( IOU 3 ' l"� • C � } t f iV :. CZ . F'T. 4 �• IVI /D N G Q � p'' t J q�• 4-ee Qr� P'LQ I P P k.N c. E. P cD PIT F O P, T//=y 7 VA T TiY�C- FO U/v 0.4)T/U rV 011V/V ON 71-f/S PL 19 Al 1t CO//,.c-0 , 11 5 TO �� WtLAIV G�,t �/�•.T � # M A`'f ` / f 9 7 G f 7/!E ZO/Y/NG 3Y J 4 W5 O,-- 7-/-/,=— 7-Oh/NSo C3�" J-�/y�,{'N 5 Ti9 f'L�; 19334 E R N y e ! '9 �° R�c.rs� sR�t Lr� t� v SURVEYORS PROPOSED BUFFER MITIGATION CALCULATIONS(APPROVED PLAN TO AMENDED PLAN) o°� j NYE Within Coastal ZONING TABLE I Area Description 0-50'Buffer Area Comment 50-100'Buffer Area Comment Bank Comment o Approved Plan Hardscape Areas 7,660 SF main house 1,996 SF drivewa and ara e 7 SF rear deck comer PRINCE COVE ZONING DISTRICT(S): RF l 2a o 57 SF stonewall,house corner 809 SF pool and patio OVERLAY DISTRICTS: RPOD, SEP ALLOWED USE: SINGLE FAMILY RESIDENTIAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL 816 SF L 2 053 SF r�c� � 660 SF ,7 } Approved Plan Hardscape Area o 1 Total A , , EXIST USE: SINGLE FAMILY RESIDENTIAL ,;td;' BAXTER NYE Amended Plan Hardscape Areas 5,385 SF house ooi atio 6,090 SF house front,garage,pool patio 6 SF ret wall 53 SF pool equipment 35 5F I ret wall 73 SF ret wall EXIST GROSS BUILDING AREA=5 624 SF ENGINEERING & o (PER ASSESSOR RECORDS) -a ELK I PRINCE � i 75 SF ret wail O CEDA 3 Total Amended Plan Hardscape Area 5,466 SF 6,216 SF 35 SF STRUCTURE FOOTPRINTS N� It SURVEYING EXIST BLDGS FOOTPRINT=2,470 SF HOUSE, PORCHES, DECKS = 6.405 SF o • ' EXIST BLDGS TO BE DEMOLISHED POOL WET SURFACE = 548 SF a I Net area change -2,194 SF (decrease) 4,163 SF (increase) I -781 SF (decrease y TOTAL LOT COVERAGE _ '7,053 SF i Miti ation Requirement: 4:1 in 0-50'Buffer 3:1 in 50-100'Buffer 4:1 in Coastal Bank - REQUIRED ALLOW® EXISTING PROPOSED s NECK F��' Registered Professional Engineers -8,776 SF 12,489 SF -3,124 SF - 'O,,.3 o LOT AREA. 87,120 SF 53,308 SF** and Land Surveyors Net Mitigation Required: 589 SF r FRONTAGE. 150 FEET 347 FEET 347 FEET BUILDING SETBACKS LOCUS e FRONT SETBACK 30 FEET 38.8 FT 30.1 FT 78 North Street - 3rd Floor Mitigation Provided 706 SF SIDE SETBACK 15 FEET 57.3 FT 73.2 FT Hyannis, Massachusetts 02601 ? REAR SETBACK 15 FEET 59 FT TO WETLAND 77 FT TO WETLAND ° MAX. BLDG. HEIGHT (STORIES) 2.5 STORIES OR 30 FEET 2 STORIES / <30 FT 25.74 FT LOCUS MAP j COMPARISON OF HARDSCAPE EXISTING CONDITIONS TO AMENDED PLAN (1 INCH = 1,5OOf FT) Phone - (508) 771-7502 MAX. FLOOR AREA RATiO 30% N/A 19.4% (10,363 SF) Area Description 0-50'Buffer Area Comment 50-100'Buffer Area Comment Within Coastal Bank Comment e ° MAX. LOT COVERAGE (STRUCTURES) 20% N A 13.2% 7,053 SF Fax - (508) 771-7622 - - - Existina Conditions Hardscape Areas 2,930 SF House,driveway,retwalls 1 1,434 SF driveway,sidewalk,retwalis I 45 SF 1 Deck ovsrhana ° ** PRE-EXISTING NON-CONFORMING www.boxter-nye.com e Net area thane 2 536 SF I I 4,782 SF -10 SF I \�� ! } c ° COMPARISON OF HARDSCAPE EXISTING CONDITIONS TO CURRENT APPROVED PLAN ' Area Description 0-50 Buffer Area Comment. 50-100 Buffer Area Comment Within Coastal Bank Comment N V GENERAL NOTES: GRADING AND DRAINAGE NOTES Existing Conditions Hardscape Areas 2,930 SF lHouse,driveway,retwalis 1 1,434 SF driveway,sidewalk,retwalls 45 SF IDeckoverhana a 1. THE PROPOSED FIRST FLOOR ELEVATION = 26.50 a } ° THE ELEVATION 26.50 IS EQUAL TO ELEVATION 00.00 AS; SHOWN ON 1. THE INTENT OF NMS PLAN IS TO DETAIL PROPOSED WORK AT 240 BAXTERS NECK ROAD Net area change 4,730 619 SF 771 SF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESIS LOCUS AREA IS COMPRISED OR SF OTHERWISE NOTED. II ....,..,..:.-.......m,m_.�.�. �.. W....�,.._.•..°, .,,�..,.°.-°..,.,.-.m a 2. PER CURRENT ASSESSORS RECORDS: Al-1 SEE LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL GRADING, OWNER: R031N SCHWARTZ I ° s PLANTINGS, RETAINING WALLS AND FINISHED SURFACE MATERIAL s Ln WETLAND FLAG (TYP.) INFORMATION. DEED BOOK 29952 PAGE 92 RE CORD PCMI BOOK 267 PAGE 10 STAMP STAMP j (SALT MARSH 310 CMR 10.32) , e ASSESSORS, MAP'075 LOT 024 tA THE PROJECT ELEVATIONS ARE BASED ON NAVD VERTICAIL DATUM. LOT 10 PB 267 PG 10 w ._ . ^-- / C v, 3 PROJECT Bt:iICIIMARK: AS SHOWN ON THIS PLANE: ��40 ,5 FROM THE �.-- 2 DEBRIS STUMPS EXCESS AND UNSUITABLE MATERIALS S~�-.•.gym e . . . a>e + d r \ TOTAL- 81,032E SF (1.94?t AC) ° / UPLAND AREA: 53,308 SF 1 Of AC ° s ' ' CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM s t m / 4. ZONING INFORMATION: ( •13 ) �\ t ,�` �'/,%,� THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE WETLAND TO MHW AREA: 13,089 (0.30f AC) ° I Al-2 f�,,� CONTRACTOR La , t ZONING DIS*T: RF EF'=`Y cn MHW TO DEPICTED MLW AREA: 14,63 SF (0.34 AC) CO. f� F J r` CURRENT MINIMUM ZONING REQUIREMENTS: C n. 1 , - r rr , 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO i --�. » ! / r MIN. L07 APEA = 87120 SF r` 3X24 r r �` CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. i ° i r /, r MIN. LOT FRONTAGE = 150' , Al-14 ;,�� t f., ,� ,. r t --� _ . . . ,` - /' sr / 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING FRONT YAE- = 30 SIDE & REAR YARD = 15 / 15 EXCAVATION OR APPROVED ALTERNATIVE TO CONTROL THE DUST. Al-12 APPROVED MITIGATION AREAS PER SE# 3-5494 0 T1-WET � �� / ` '/ OVERLAYDISTRICIS: RPOD, SEP Al-11 ITO BE IMPLEMENTED, TYP. (REFER TO NEW i Err rj // ,' `, / ,` 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, W o Al-13 \ �'� LANDSCAPE ARCHITECT PLAN) S DA ! ° A ;' p Cd,1FI4D,/// ` BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH C S U L T N T Q 'a, \ -°o F"C l4; VISTA I T ° ° Elb, / / r GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF 5. A TITLE S&<CH HIS NOT BEEN PERFORMED FOR THIS SiTE. THERE MAY D_ �� A\p a� CCIIIDr �CCRRICP ' fi 2, �� '"- / BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND BE RIGHTS ITV OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS �� 3 PROPOSED EASTERN RED CEDARS, TYP. ALL UTILITIES INTERIOR AND EXTERIOR). SITE CONTRACTOR TO ETC. NOT DETICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH _ -A1� PLANTED FOR PRIOR MITIGATION REFER TO SITE ELECTRICAL MEP AND LANDSCAPE PLANS FOR SWILL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE co - Al_5 (SE3-5613) ADDITIONAL INFORMATION AND DETAIL. ENGINEERING & SURVEYING. - 6. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE 6. THE PROP ,TY LINE INFORMATION SHOWN S BASED ON CURRENT AVAILABLE �- r m--- '-� �� �' B/ PROPOSED STAIRS STABILIZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR RECORD INFORMATiON CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES Al 9 _�- Al-7 Al--6" __. O _ - � _ I " _._ ° SHOWN HER`-ON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY - - ✓ .. . APPROVED PER SE3-5494 SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN = m ` w A - - -'' r , PERFORMED BY BARTER NYE ENGINEERING & SURVEYING ON MARCH 28 2017. ONGOING VISTA w �� -� PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND Ze _ �- MANAGEMEND AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS . 7. COMMUNITY PANEL NUMBER: 25MI 0543 J, EFFECTIVE DATE 07/16/14 REST0IR TI PLAN, ;:,. ..,.•; - . :�.- - ,- ' TWO TREES ADDED FOR MITIGATION SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS THE FLOOD INSURANCE RATE MAP (UN-SHADED))DEFINES THIS AREA AS ZONE AE (EL12), ZONE X CONSULTANT PERS3�=5613 f ER TO LANDSCAPE PLAN) - Y TWO TRE1rS ADD D FOR MITIGATION ~ ° (REF N) (ECB) OF CURLEX DOUBLE NET CURLER II .98 BY AMERICAN " ' �'�1 EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE RESPONSIBILITY & .ENVIRONMENFa'• INFORMATION: (REFER TO LANDSCAPE RL N) -` `� f <S •, .- r ,- LOT 11 OF THE CONTRACTO TO PROVIDE REQUIRED ECB'S AND PROPERLY „ ` ,.. '. -- eF / 1. N F STABILIZEALL AS OF SITE AREAS THE � MASS � � 12 Y17 2020• f �'° , a. a _� : .:': ::::;.:::.:: ::::::. .: ✓ �\. Ems` E �- ® r` r SITE DOES N07 APPEAR TO BE WITHIN AN A C.EC. .AREA OF CRffiCAL ENVIRONMENTAL. CONCERN. WILLIAM T. AND ) 11 :::: : :.:.::.:::.:: •.:.... I �S ON : -- / 7. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND . . ::.::; :::::::::.: P ..:. f� - :::::... .. .:::.:, , .:,. O .. t .,.,._..,.,,..>.�........_........_. ......._,...._,_-^' ..... .... .....:e'......... . .,.�'" ,, O . .pe...,�:.. x:i:•.i:•:4:;i:_._::�:::�'.'":.:::�:.I.:`s.. _ '''�' �� .��.,�°' s' MELISSA T. CAFFERKY INSTALLED FOR H-20 LOADING. .,,.�•� L < ::.•::•:::: �:.,.., ......,�. . .. ® c.- �r ,� SITE D0L;,.fT APPEAR 70 BE WITHIN AN ARFA OF ESTIMATED HABITAT OF RARE WILDLIFE AS e ` e ::;,•'';;•'°:;:.. ° :: :. :°:. _.::. . _ , ( MAPPED OP.f MASS GIS O,JVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH � � t •_ .:.............. ..,. ®- .. ::.::::.:::;:.::::: ,.-', .,.;.. , �.,. •--.::::•.;: _. .:.:::::� � � : : :�-�',-....,,. ,, � P HIGH DENSITY POLYETHYLENE CORRUGATED PIIPE WITH 15.,6 T THE MA hE. ANI� PROTECTION ACT REGULATIONS 310 CMR 10. �� ® ::.'::.'::: �VV :•:; � 18 gTfi SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIIFTCATION OR ( ) , --____�\� `:.: ^..: : B►N 0 � ,f e > a r 9 qS EQUAL CPP-PIPE USE SHALL BE ALLOWED AS NOTED, WtfiTH A -" . :..... ... 0..,.:::::.:. ® SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER 3 r DIAMETER UP TO AND INCLUDING 24 . BACK FILLING CPFP MUST . FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECWAL CARE PER NHESP, CERTIFIED VERNAL POOLS. PRE PARED FOR : 4i ' !y 'rri •�' ' '~ ::°: .- •:,•:•:_::.i' . .., f l70 706 SF MITIGATION AREA. r ,. ( ) • • • ......,... , . �, ,, , ,� c� 2 MUST BE EXERCISE[) SEE ADS PRODUCT NOTE 3.115 . SITE DOES ,YOTAPPEAR TO BE WITHIN A PRIORITY WIBITAT AS MAPPED ON MASS GIS OLIVER PER 7,q >� r� o; SEE LANDSCAPE -n° r ✓ ARCHITECT PLANS FOR ALL NHI3° PRIORITY HABiTATs OF RARE SPECIES FOR SPECIES UNDER THE MASSACHUSETTS William Landes PROPOSED RETAINING/MALL,,-STAIRS, . * , , , �� 10. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF I DRAINS. ram- �¢ AND WA1tKWAYS (REFER T0t yj`, 11 i ICED- - p ° e s ' 2 , LS"BEij TW 24.00 fir } ? ' `, if PLANTING DETAILS, TYP. REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS ©F ENUANGERl�^ SPECIES ACT, REGULATIONS (321 CMR 10). LANDSCAREE ARCH, f ' r 21 '' r' rr i r ! °' r. DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS TO ALL 240 Baxter s Neck Road `® a�•ii I t , r' ,0 2 ,4 , a` r ' s • SITE DOES "JOT APPEAR TO BE WITHIN A STATE APPROVED ZONE II GROUNDWATER RECHARGE , 'LAWN`--`•- �, ___ FIRE DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6 CPP r C - m _._ PIT ,' T 2Q•�5 >'°'- AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON THE PLAN. PROTECTION AREA Marstons Mills, MA 02648 1•VV 15.�`'0'. � .,,-- t > ,- ---" � .- Q r � f~' �, s r r BW 1 / r < , Q' Lb BED r , !' r` MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. s a f DEGI� 24.34 TERRACE` �'°' - fi r • SfiE APPEARS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BARNSTABLE -_< �� } is a t L BED 6ECK TW 25.50 e `° / '50 4 ` r 11. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE B.O.H. REG. 360-45). a ROOF DRAIN DRYWELL: d rr Al ®� p r r A E T,: +26.00 I r , MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND 4 1 ID WITH STONE OR , .... . � i( t r ,� ::� :-:•,• ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE i EQUIVALENT VOLUME, TYP. t r' F o , r O r f ( , NOTED OR DEFINED ON THE PLAN ALL CUT AND FILL SHALL BE ._...... .........._ ,....,...... ..._.. O S m / W N TE CONNECT TO ALL DOWNSPOUTS :.:•:::<:;,'.;,;::- .:>: <:;-:;',:.e::,.:.-......_- ... . t ., •, � ,, , : ,,, ,; '�"' Y� J t � . t �° BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3.1 SLOPE. , WITH 5„ CPP PIPE AT 1% TYP. t r f a t 1 .. __.._.._......_._...................._,_........._......... i e � .................. .. ... e,,.,..:,.,........�.......,...,,....,...._........,....._,...,...,...•. " 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MH� ...�-...,......_...,. �_ .,.:,.. ..._.............._._,.............7....,........_..,...........,........,..... PROPOSED POOL FENCE DSS, TOWN r ..,....,..._............................................. _......,...............,........,....,...,.........,... TW 6. S t �. � _......:........ .._......... .,........_,..,_............_.., � : .,.._........,.,..........,...... ......_„_.,......._,.,...,._,-......... ` t 12. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WTHHI ANY GRADE , ...........�_.._.,......... ,.....,.. ._,......,.;..- _........,...... ,,.....,....._.,....:...,� � ORDINANCES REQUIREMENTS AND SPECIFICATIONS. r M t ENCLOSURE. BOTTOM OF F 1 2 .: r .� 1 J t 7 .............,,_........ .............._...,._..,....... ELEV _ �. , t ( ISSUES OR QUESTIONS PRIOR TO PERFORMING THE FlNISiH GRADING PROJECT s �. ._.. ...._..._........-..... .......... ........... ............ .... _...... _.._.._._..................::._........,........_...............�.... r �S` TITLE ......,.,.._....... .......... ..... ..._,..<......_....., ....,........_,...,..,..,......-... .......,..,..... ......,.,...,,......._,. ............ ,..... ,............. ,,.............. .c+ FENCE TO BE HELD 6 8.5 _... ............._......._..,......,,......................,. ................,.....,....................,........ r WORK. r 3 :: :1 �. i i 2. THE CONTRACTOR SHAM MAKE SUBMITTALS TO THE ENGINEER LOT 9 �.� :.:.:...::::::.,:,,..�..::.;::,:.:,::...: ..:::..:.....::•.�� :.,•.:T::., ..::.....,,�,:.:; �...:. � � { w �. - � i ABOVE THE GROUND, E FOR APPROVAL t l / r _.,. ...._.,..._......,.. ,...._..............b....._...................._...:.,...,,.., TERRACE !N/F _.... ........._,._,....................,....................... ;..._...._ ...,......... m i f .,..,.._......... ................x ......................,.........,...,.........,.f.,._,.,,...........,..K......................,...... .._,.,....._. .. ,.......... i BEFORE ANY FABRICATION OR DELIVERY s ,, s BW 12 ....... .._....._,.... ...._.................. .-_�..._......_............_.......,........... ............_.._.........,.....,._.......�_..................,.......... _........,.....z: � OF PRODUCTS OR MATERIALS. Site R.� � . ._ ......,_..._.........................._.._.._...,....,._..,............ ._.........:.....,...........,..._ _ �,...,,....._ ,. r � � , e Redevelopment Project t u,t �.f ...:_............:•.......... .� .........,,......_.. _..:.......,.............:........, ,.......,...._.�!. r t , . 13. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE................. .....:.............__. . .,......,.....,....,.,_.................._,_,.::: ::..:.:.:.:.,::.:, , 1s3s ,�, ......... ....._,................... ,.......,.........,._.........,...,_... ...,...._..�_.........,. ... . ,_._... .. . _.......,..........._.........�•............ .......,, � PROCESS SHALL ENSURE ALL DEWATERINIG OCCURS JOHN KASSAKIAN t ...................... ............................. ._,........ ...._.,... ..........,........,..........:,_.......,,.,_,.,._.......,......�....°.... '.... ..., d r f , CONSTRUCTION PR C S L _ ......._....._......... ........................... ..._ ....,........ ......... ............................_.........,..,......_„_..._,...,,.._.°.......... __..........,. 3 DEMOLISH'REMOVE ALL EXISTING t ® ..................... ......_...._.............,�:...... ..,..,.,,........_ ,._,..._...,,.....,,...,..:.........................,.....,. ...... . ..,.,._...... .....,..,. .........,_ \ L r NG STRUCTURES FOUNDATIONS CONCRETE PADS, _�_, ..........._............. ......................._....y..........,. .................. ...............,._,...,...,.......,-._,._.,.,,....,............,.. ... TERRACE P00 , , 240 Baxter s Neck Road .......__...- ........_.................. r r a� LS BED i ....:.:::....::.:::::::�: HAPROPER DEWATERING BASIN STONE FILTER, FABRICi �-..• ..........................................._..._...,�......,..,.....,. _... ......__....... _....... ................__...........,.....:..._....._.......__ r � THROUGH FENCES AND APPURTENANT ITEMS �............. �.........:.....__........... . ( TE S UNLESS OTHERWISE NOTED TO SAVE SALVAGE fr ....._._.............. .................._,......r..._.....,...,__...................._........ _.... ... ,.,....,....,......................_.._..... . t AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR 1T0 OR RESET. Marstons Mills, MA 02648 s t t s °t , ri i�ORCH '1- .' ': ¢KILL W 26.75 DISCHARGE FROM THE SITE. EROSION CONTROL BARRIER t t , 1 j f, �i 1a :.:•: , , rAREA 4. EXISTING }SAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT AT LIMIT OF WORK { +x O 1 t� ! tI- O -' �g IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO - ``•� Ind ' b'f. , ' t� F k,W,+i�:'.,,,r x ., r ,» t > /`.`t' t I R y 1 _..>.... r � ",�•• 7� � ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE "'rn'' ° i REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER ±24.82 Gj i PROPOSE1D r r PROPOSED POOL, �� r r TERRACE ® PATiO, TERRACE AND PAVEMENT S'.CTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ROPOSEDA ERGROUND ARAGE` r' t a c, t� RETAINING WALL (REFER TO LANDSCAPE ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY . r ELECTRIC, DAT ND E f' i t , I �r ARCHITECTURAL PLANS FOR DETAILS) THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING t C M. S RVICFs � r LS BED t �', GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO 9m, ,,� ' -` I 'I,1�l�P : kJT,.ANi�.,...._....,..... � , � s ' � �. � _:,,•,.•,,, ,,,,;,,,,,;, ( i } SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED UPPER AND LOWER RETAINING s $ rimyµ I ff PROPOSED DRIVW (RE,)�R TO w REMO1 �` l s s s s CB FND ' PROPOSED AND EXISTING ASPHALT SHALL BE WITH AN APPROXIMATE 1.5% GRADE s 1 1 r l I i 1 r'' LANDSCAPE ARCH[ RAL PLANS O �'" r 2 L i f s . J ) XItSTII`iG STIC > _ L BED s. 'I' s t HELD L=79.15 WALLS (REFER TO LANDSCAPE s -* t t l t ) UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. t cx e� r' r , P' <SYS: r " m __ LS BED t /� s „ ARCHITECTURAL PLANS FOR RETAINING � / '� � � , ,' o �-:�..-'' '� � �• r - ..�. t s • � � WALL DETAILS, ELEVATIONS AND SITE / w ' % r' - ' r �� s t ! 5. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF. FOUNDATION OR TO THE FACE [] g � r°i�' 3 s 9' F 25 ',1 6 GRADING, TYP.) t s -' , ,` N 1 O' F ' , „0 r J .r o OF CURB BERM WHERE APPLICABLE. X 18. 8F E ` Q�J❑ '' cry , o `rr 6. ALL WORD; WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE 16r � ^d, i���t `__ , _ LAWN '�. , �'t 1 t t CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS t i 17 �p PLAN SET.WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. '7t�tv,18.5 24.50 rf __r BMX E A I L t g 4 - 20. O LS BELS r s° rf PROPOSE j s e 913012021 FINAL SEPTIC DESIGN r TP SERVICE s 4 © SDM PROPOSED SEPTIC SYSTEM. SEE p TW .00LS BEDtr �i Z ,� - �, , > \ 1 JKL P112212021PER CONCOMM COMMENTS ENLARGED VIEW ON SHEET C2.0 O -5� ` .. -- `� m `® o FOR DETAIL , O O ru w _ > 6+ i a �� - VAR MAIN DATE DESCRIPTION Cz3� � „ w ga. , � I o , , �� � �s 5 7-7'15'a1 �`' �"; w ' �u� ` t� �,1 `�\ `�* \ D.E.P. File #SE 3- SHEET TITLE 20.5 = " r \ i �s Order of Conditions Expires: Site CONSERVATION NOTES: redevelopment \ O POOL DRAWDOWN BASIN: ■ 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED ^� PRECAST LEACHING BASIN REPAIR ARE SUBMITTED TO CONSERVATION COMMISSION. Plan .' N� , LCB �ND 4'ID x 4' STORAGE HEIGHT CB FND f ' / WITH 1' OF STONE (OR HELD M 2. LIMIT OF WORK SHALL BE MAINTAINED IN GOOD UNTiL SHEET NO �� EQUAL VOLUME) VEGETATION IS RE-ESTABLISHED, 3. OZONE INJECTION OR APPROVED EQUAL SHALL BE U'J;ED FOR POOL DISINFECTION. cimo `r ` .3 °'� r� �f' ,� 4. A LEACH PIT SHALL BE PROVIDED FOR POOL DRAW [DOWN. A SKETCH OF THE AS-BUILT o co r- -' BENCHMARK: LOCATION SHALL BE SUBMITTED TO THE CONSERVATi(ON COMMISSION. DATE : DECEMBER 29 2020 r CUT SPIKE IN UTILITY . 'o r fr POLE #235/12 5. EXCESS EXCAVATED SOIL TO BE REMOVED OFF SITE. 20 0 20 40 rr ELEV. = 27.42 (NAVD88) 6. EXISTING OLD RAILROAD TIE WALL AT PROPOSED POOL AREA TO BE REMOVED AND DISPOSED IN APPROVED LANDFILL IN ACCORDANCE WITH APPLICABLE REGULATIONS. SCALE IN FEET N SCALE : 1 =20 o CB FN '��� }t DRAWN BY: Ji(L CHECKED BY: MWE C;IHELD! J O B N O: 2008-026-1 F I L E : 2008-026-1 DM.dw g�` tt 3�`' !; N COPYRIGHT c 2020,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED 0 FINISH FLOOR ELEV=26.5 SET MANHOLE FRAME & COVER 3.0' 3.0' OVER INLET AND OUTLET TO TO WITHIN 6" OF GRADE BAXTE R r, FINISH GRADE=25.42 SET MANHOLE FRAME RISERS & COVERS SHALL BE WATERTIGHT. & COVER TO WITHIN 6• OF GRADE IF WITH IN PAVING SET ONE COVER TO FINISHED GRADE _: : . : :.3�' :f .:..: ::: ENGINEERING SURVEYING Ct#AMB-RS FINISH GRADE=24.0 FINISHED GRADE OVER D. BOX = 20.31 FINISHED GRADE OVER TAN -24.Of MAXIMUM GRADE OVER LEACHING SYSTEM = 20.3E TO 21f INSTALL ONE INSPECTION PORT TO 10.83' 8'S 4.83' B/V\TER NYE WITHIN C OF FINISH GRADE FINISH GRADE=20.8 9" (min) Cover 2" OF r� -/i DOUBLE 36 max Cover ENSURE PROPER PIPE ? " TOP OF TANK=21.15t 3" M� WASHED PEASTONE ( CONNECTION BETWEEN - 3.O.• 3� .-:1:5 : Wi4SHE�_ STONE VSCH40PVC ENGINEERING & 38 LF (LONGEST LENGTH) ® 1.0% OR FILTER FABRIC ALL CHAMBERS 4' L=67 S=2X 6' MIN. 26 LFN4' SCH 40 PVC A S=6.75X FIRST 2' (TO BE LEVEL) � 40 PVC) • - H-20 CONCRETE LEACHING CHAMBERS TOP OF SAS-18.17` 4 SCH. 40 PVC SURVEYING INV OUT=21.10 INV IN=19.75 10 MIN. _ 2 - _ _ W OUT'-19.50 �- -TOP OF CHAMBER 48.5' PVC INV=18.75 :. w 4 DIA PVC PVC PIPE HYDRAULIC CEMENT & z INN IN=17.78 6' SUMP . NV OUT-17.61 �_ & Y" - 19 SEAL AROUND PIPE WATERTIGHT 1YP. PIPE THRU WALL TO t _Y N W W INN IN=17.25 IT 0, 0 C 0 0 STONE ELEV=18.0 �� � H FOR All PENETRATIONS ;r BE INCORPORATED . - LA-o I ,• 14' INTO WALL DESIGN t.�.: Y .-. :,:.• -BOTTOM OF LREINFORCED CONCRETE UNSUITABLE SOILS, IF ENCOUNTERED BELOW THE CHAMBER & STONE 500 GALLON H-20 PRECAST LEACHM CHAP Registered Professional Engineers PEASTONE ELEV (TOP OF SAS), SHALL BE REMOVED TO 5' MIN • _ 1J!" ELEV=15.25 NO SCALE and Land Surveyors 6" CRUSHED THE 'C'HORIZON' AS REQUIRED - SEE CONSTRUCTION DOUBLE WASHED STONE • .. •.< '•--,".,- STONE BASE NOTE #5 HEREON. No Groundwater Observed ® Elev. 5.5 �. PFiOPOS®RETAIN WALL BOX OW LOADIIK� 100 78 North Street - 3rd Floor 6" CRUSHED _ 1,500 GALLON H-20 S�'T1C TANG STONE SASE BY OTHERS SHOREY DB-52 OR EQUAL SOL ABSORPTION SYSTM(SMS)H-20 LEACHVG CHA A3M tTYPICAU (8" H-20) Y NOT TO SCALE TO BE INSTALLED ON A LEVEL STABLE BASE " Hyannis, Massachusetts 02601 SHOREY ST152M H-20 OR EQUAL NOT TO SCALE NOT TO SCALE �I 20 DI �-- TO BE INSTALLED ON A LEVEL STABLE BASE TYPICAL SYSTEM PROFILE SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY Phone - (508) 771-7502 NOT TO SCALE ® ® ® OO ® ® ® Fax - (508) 771-7622 NOT M SCALE NOTES: 3" ® ® ® ® ® ® ® ►f, www.baxter-nye.com 1. ALL MATERW..S SHALL MEET H-20 LOADING REQUIREMENTS, UNLESS OTHERWISE NOTED. M 2> SEPTIC SYSTEM DESIGNED WITHOUT GARBAGE GRINDER DISPOSAL ® ® ® ® ® ® ® N TITLE V CONSTRUCTION NOTED 102" 1. ALL SYSTEM COMPONENTS SHALL BE INSTATED IN ACCORDANCE WITH SEPTIC DESIGN FE M43130 SOL LOGS DATe.01/22/20M TITLE V OF THE STATE SANITARY CODE DATED SEPTEMBER 9, 2016, AS NITROGEN LOADING LIMITATION: AMENDED THROUGH THE DATE OF THIS PLAN' & ANY LOCAL RULES & BARNS440 GPD 40 000 SF, PER SEP REQTS BOARD T OF HEALTH AGENT: ABLE REGULATIONS APPucaBLEr. / SOIL EVALUATOR: 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE 66,397 SF TO MHW /40,000 SF x 440=730 GPD MAX FOR THIS SITE. STEVE MATSON, P.E. DON DESMERIS, R.S. ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN (WHICH CORRESPONDS TO 6 BEDROOMS MAXIMUM ON THIS PROPERTY) PRIOR APPROVAL BY THE ENGINEER• DESIGN FLOW: RESIDENTIAL: 6 BEaR00MS TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 3. WHEN CONSTRUCTION Is COMPLETED, PRIOR ro BACKFlLUNG, NOTIFY THE = 6 X 110 GPD = 660 GPD on G.S.E. = 18.8E 0" G.S.E. = 19.8E 0" Imo'.S.E. = 16.0E 0" G.S.E. = 17.7E S T A STAMP WARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. GARBAGE GRINDER (NOT INCLUDED) = N/A -- 0; 1 OYR 2/1 ORGANIC 0; 1 OYR 2/1 ORGANIC 0; 1 OYR 2/1 ORGANIC 0; 1 OYR 2/1 ORGANIC S of 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC, PERC RATE _ <5 MIN. INCH CLASS 1 P Mess UNLESS OTHERWISE NOTED HEREIN. LIAR = 0.74 GPD/SF / ( ) 4" ELEV 18.47 4" ELEV 19.47 4" ELEV� 15.67 4" ELEV 17.37 STEPHEnr 5. EXCAVATE UNSUITABLE MATERIAL IF NOTED, TO THE 'C HORIZON' , FORA MA SON HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH MIN. LEACHING AREA OF S.A.S. REQUIRED: A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM civil Cn CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 660 GPD/ 0.74 GPD/S.F. = 892 S.F. MIN. No.46345 12" ELEV 17.8 10" ELEV 18.97 10" ELDV 15.17 10" ELEV 16.87 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' PROPOSED SYSTEM: � ,s,ERF°�w�4 OF COVER. 5 - 500 GALLON CONCRETE LEACHIING CHAMBERS B; 10YR 5/8; LOAMY SAND B; 10YR 5/8; LOAMY SAND B; 10YR 5/8; LOAMY SAND B; 10YR 5/8; LOAMY SAND �ONItL E��'a WITH 4' OF STONE ON SIDE, 4' OF STONE AT ENDS, 6" STONE BASE 77 THE SEPTIC SYSTEM DESIGN DOES NOr INCLUDE GARBAGE GRINDER SIDEWALL AREA: (50.5' + 12.83) x 2 x 2'D = 253.3 SF 39" (ELEV 15.55) 21" (ELEV 18.05) 39" (ELFIN 12.75) 39" (ELEV 14.45) CONSULTANT BOTTOMAREA: 50.5 x 12.83 = 647.9 SF I ( ,� 8. CALMOM THE CONTRACTOR SHAH. CONTACT DIG SAFE (AT 1-888-DIG-SAFE) TOTAL EFFECTIVE LEACHING AREA = 901.2 SF C1; 10YR 7/8; MED/COARSE C1; 10YR 7/8; MED/COARSE Cl; 10YF� 7/8; MED/COARSE Cl; 10YR 7/8; MED/COARSE AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS SYSTEM DESIGN CAPACITY = 901.2 SF x 0.74 GPD/SF = 667 GPD SAND SAND SAND SAND BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING SEPTIC TANK SIZING: 660 GPD x 200� = 1320 GALLONS 126" (ELEV 8.3) 126" (ELEV 9.3) 126" (EL1EV 5.5) 126" (ELEV 7.2) UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT USE 1500 GALLON TANK. MINIMUM ALLOWED BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE To LOCATE THE UTILITIES EXACTLY. I IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR NO WATER TO ELEV=8.3 NO WATER TO ELEV=9.3 NO WATER TO ELEV=5.5 NO WATER TO ELEV=7.2 CONSULTANT SWILL. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY PERC ® 75 (ELEV=12.55) PERC ® 66 (ELEV=14.30) CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, RATE= <2 MIN/IN RATE= <2 MIN/IN TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED CLASS I SOIL CLASS I SOIL INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ~ ALL UNDERGROUND UTILITIES AS REQUIRED. I CERTIFY THAT ON JULY 10, 2007 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE,DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE � ANALYSIS WAS PERFORMED BY ME CONSISTENT WIITH THE REQUIRED TRAINING, EXPERTISE I AND EXPERIE CE DESCRIBE IN 10 CMR 15.017' SIGNATURE 4 GV DATES PREPARED FOR : William Landes 1 I I ' x ' 240 Baxter's Neck Road Marstons Mills MA 02648 I ! I / r 1 1 I / ,' ' 0 1 PROJECT TITLE t 1 Site Redevelopment Project 011 4" SCH 40 PVC AT/ / i 240 Baxter's Neck Road Marstons Mills MA 02648 I i H-20 15.4' tom' �9iBOX o O S ' '1 RESERVE AREA ' 2O TP S / 1 i 0. I , I, I i , 0 12.83'W x 50.5'L Q N o LEACHING FIELD 1 , W WITH (5) 8.5'L x 1 w_ 50.50 o 41 V� © SDM 0/15/2021 SEPTIC TANK REVISED TO H2O LOADING 4.83'W LEACHING ' ' �, 15 / I a CHAMBERS -!r Y_ � / © SDM 9/30/2021 FINAL SEPTIC DESIGN x ^ ` 2Q5 SEPTI TANK H-20 tl W I 1Q JKL 1/22/202 PER CONCOMM COMMENTS (o _ x \\ _ --__ /'' / �y DATE DESCRIPTION m _ -- 2 7 - / -------- �1---- I SHEET TITLE J '" 5' OVERDIG. SEE TITLE Proposed Septic a X 5 NOTES #5 ON SHEET C2.- m Plan, Profile & N SEPTIC SYSTEM ENLARGED VIEW Details SCALE Tom' SHEET NO m 10 0 10 20 g v C2wO SCALE IN FEET N a 9 DATE : SEPTEMBER 30, 2021 O J d J U SCALE : AS SHOWN DRAWN BY: $ppI CHECKED BY: MWE co o J O B N O: 2020-018 F I L E:2020-018 SD MNN.dwg 00 N w COPYRIGHT c 2020,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED i 0 ABBREVIATIONSIT GENERAL CONSTRUCTION NOTES x LEGEND DORM �. * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) NYZ II A"t,""� � PROP BLACK TEXT REPRESENTS 'PROPOSED' INFORMATION EXIST PROP BLACK TEXT REPRESENTS 'PROPOSED" INFORMATION N `, k EXIST ( ) ( ) � � � � �'� �. �;_. 1N (' ���. $�� :' ��V��,'Y £�ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, L=50.00 24. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL _-._ _ ADJ ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB , AS CURRENTLY PROPERTY LINE DRAINAGE LINE AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS, U.O.N. ADJUST -- pp-- °D OVERFLOW DRAIN APPROX APPROXIMATE SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES BARTER NYE TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. BB BITUMINOUS BERM ---- -- RIGHT-OF-WAY/PROPERTY LINE -6*RD - RD ROOF DRAIN ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, BC BITUMINOUS CURB 25,. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES ENGINEERING & - - - - - - EASEMENT -� S - S - SEWER LINE AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS SPECIFICATIONS ORDINANCES AND - BUILDING SETBACK - 0H*---- OHW-- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS SURVEYING BOS BOTTOM OF SLOPE STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL �/ DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING STATE HIGHWAY BASELINE w -"- - W - WATER LINE HAWE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT io+oo 10+00 BOW BOTTOM OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE --0 -0 BASELINE - - FP- FP- FIRE PROTECTION LINE CC CONCRETE CURB ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE CUIRB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR - PROJECT FOR SECURING ALL APPROVALS AND PERMITS. ARIEAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 -- -- CONSTRUCTION LAYOUT --- G --m- - G GAS LINE CCB CAPE COD BERM SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLER OR Registered Professional Engineers ■� --•-- F -•--�-- - E - CSE COBBLESTONE EDGING ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR EQIUAL. ZONING LINE OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES and Land SUI'VeyOrS , c --- -E/DC - IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR 26.. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED ECB EROSION CONTROL BLANKET ANID SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED TOWN LINE NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. --� �` � - T - UNDERGROUND DATA & COMMUNICATION LINES 78 North Street - 3rd Floor --- ELEV ELEVATION STATE LINE METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. EXCEPT THE PFA FA FIRE ALARM APPL CABLEERE CO STRUCT�ONC NDt°STRYENTS STANDARDS HAVINCLUDE �R THE STRINGENT , SAME NFORCEQ ENTS AND MEFFECT AS IF Hyannis, Massachusetts 02601 EXIST EXISTING F -- -F&P FIRE & POLICE CABLE EQ. EQUAL 27..'THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY �j ----- - ------ GRAVEL ROAD REFERENCE. AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY Phone - (508) 771-7502 EOP_ _ EOP CATV- CAN- CABLE TV FDN FOUNDATION BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. EDGE OF PAVEMENT MOINUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, Fax - (508) 771-7622 eC BC MSC8 ® CB FF FINISHED FLOOR ELEVATION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, BITUMINOUS CURB PCB CATCH BASIN (SQUARE OR ROUND CATCH BASIN) TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION PRIOPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND www.boxter-nye.com GB GRADE BREAK CCB CCB DCB MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED STONE WALLS WITH DRILL HOLES. CAPE COD BERM DOUBLE CATCH BASIN GC GRANITE CURB PPCC PCc ON INFORMATION CONTAINED WITHIN THESE PLANS. i -- PRECAST CONC. CURB DRAIN INLET GE GRANITE EDGING 28- ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE ' VGC VGc DI 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE COINTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET 1 �cc VERT. GRAN. CURB O DMH DRAIN MANHOLE HC HANDICAP LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT WHIETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. I SLOPED GRAN. CURB = = =TD= TRENCH DRAIN HMA HOT MIX ASPHALT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR LIMIT OF CURB TYPE HP HIGH POINT RESOLUTION OF THE CONFLICT. PLUG/STUB ,XCAVATION SAFETY: LA LANDSCAPE AREA 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY E ----- SAWCUT FEs� FLARED END SECTION LID LOW POINT COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, ALIL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. MATCHLINE tl - MATCHUNE / �/ HEADWALL RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), ALIL TRENCH 'EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT MAX MAXIMUM TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. 9 ® CONTROL STRUCTURE MIN MINIMUM UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. st swt SOLID WHITE LINE MCC MONOLITHIC CONCRETE CURB 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, s I_ sn SOLID YELLOW LINE OO sMH SEWER MANHOLE MHB/Ep LP MASS HIGHWAY BOUND/ESCUTCHE�I PIN LEAD PLUG CONDUITS, WELLS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE INSPEC'nONS/TES11NIG: STAMP S T A M P BWLB��- I © GREASE TRAP LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE g ta �OFt�4 � r BROKEN WHITE LINE NIC NOT IN CONTRACT OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE 1. iCONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS. .` c _ Bn �°fit WATER MANHOLE NTS NOT To SCALE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, THEE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) BUSINESS DAYS AHEAD OF REQUIRED Pau^,TTIi ;a - BROKEN YELLOW LINE ® LINES, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF INSPECTIONS. SHL SWCHL PCC PRECAST CONCRETE CURB WELLS, SOLID WHITE CHANNELIZING LINE p ®o WATER SHUT OFF/CURB STOP ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL SYCHL SYCHL WG PROP PROPOSED DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS/TESTING WILL BE REQUIRED. IF ISSUES ARISE DURING SOLID YELLOW CHANNELIZING LINE M ® WATER GATE .,.. s..{. � INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS ADDITIONAL INSPECTIONS BEYOND ; .+ Dn D� Tsv PWW PAVED WATER WAY WHIAT IS NOTED MAY BE NEEDED. DOUBLE YELLOW LINE -., TAPPING SLEEVE, VALVE, PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE > O� L & BOX RISER REMOD REMODEL CONTRACTOR MUST CALL "DIG SAFE" AT 1-888-DIG-SAFE AT LEAST 72 HOURS BEFORE �F�s``- f STOP LINE ( ) A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING , NA1. PRESSURE REDUCER REM REMOVE THE START OF CONSTRUCTION. CONSTRUCTION. SIAMESE CONNECTION RdcR REMOVE AND RESET 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR B. SEPTIC, DRAINAGE AND STORMWATER MANAGEMENT: ' STEEL GUARD RAIL YD • BOTTOM OF EXCAVATION FOR THE SEPTIC SAS AREA AND EACH STORMWATER MANAGEMENT C O U T A �' FIRE HYDRANT R&S REMOVE AND STACK INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN WOOD GUARD RAIL WM RET RETAIN REQUIREMENTS, AS APPLICABLE. . ATWCOMPLETION OF INSTALLATION OF SEPTIC SYSTEM AND EACH SWM FACILITY PRIOR TO a - ■ -o-o-o- STOCKADE FENCE El WATER METER BACKFlLL I'IV PIV SGE SLOPED GRANITE EDGING 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING • POST INDICATOR VALVE •••••••••••• PATH SGC SLOPED GRANITE CURB THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF C. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION ® WELL CONTROL DEVICES. veV `Tw` TREE LINE TIEG TIE INTO EXISTING GRADE 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. MONITORING WELL x--x- x-- -x-x-x- CHAIN LINK FENCE TOC TOP OF CURB 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES m d C) IRRIGATION CONTROL VALVE V 1 ILITY NOTES STONE WALL TOF TOP FOUNDATION INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 0 SPRINKLER HEAD - RETAINING WALLLL _ TOS TOP OF SLOPE 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS CONSULTANT C GAS GATE OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" 1. 12" MINIMUM VERTICAL CLEARANCE`SHALL BE MAINTAINED BETWEEN ALL UTILITY . m HAY BALES TOW TOP OF WALL (R&R). CROSSINGS. ® GAS METER TYP TYPICAL ® tiMH LION UNLESS OTHERWISE NOTED 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION --- ----- -4 MINOR CONTOUR ELECTRIC MANHOLE NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND 2. A MINIMUM 10 HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN �iiIATEFZ' AND ® ELECTRIC BOX VIF VERIFY IN FIELD BY CONTRACTOR POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS SEWER LINES. WHERE WATER LIKES CROSS SEWER LINES, THE SEWER LINE SHALL BE - - -10- 20- MAJOR CONTOUR REQUIRED. LOCATED WITH A MINIMUM VERIICAL CLEARANCE OF 18" BELOW THE WATER LINE. THE TOS TOS L ER ELECTRIC METER VGC VERTICAL GRANITE CURB TOP of SLOPE SEWER. LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE ®.Dp -opt of P # LIGHT POLE (DECORATIVE) �� 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED VWATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR BOTTOM SLOE CONFLICT WITH ANY KNOWN EXISTING \VERTICAL 'SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE FLOOD LIGHT ACCMP ASPHALT COATED CORRUGATED METAL PIPE IMPROVEMENTS SHOWN ON THE PLANS DO NOENTS. IF ANY CONFLICTS ARE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. AAT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT �i LANDSCAPE LIGHT CAP CORRUGATED ALUMINUM PIPE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY PREPARED FOR . L £t� UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL 20 PIPE LENGTH OR ANOTHER BUILDING EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH SINGLE LUMINAIRE GP cnsT IRON PIPE OF THE AFFECTED WORK. PIPES SHALL BE LOCATED"AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH William (Landes FHT ]<I EN BUILDING DOOR �+-■ DOUBLE LUMINAIRE CIT CHANGE IN TYPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY ARE r LD 14LD LOADING DOCK 240 Baxter s Neck Road TRIPLE LUMINAIRE CMP CORRUGATED METAL PIPE ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE WATERTIGHT. FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE ~ 14 nHD 14OHD OVERHEAD DOOR Marstons Mills MA 02648 QUAD LUMINAIRE COND CONDUIT OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS 3. THE ON-SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS BEEN ® 0BOLLARD WALL PACK DESIGNED,FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE AND SHALL BE CONSTRUCTED, IN ACCORDANCE WITH 310 CMR 15.00-STATE CPP HIGH DENSITY POLYETHYLENE CORRUGATED ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND OD DUMPSTER PAD ENVIRONMENTAL CODE TITLE V. PLASTIC PIPE - SMOOTH INTERIOR ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK SIGN - - SIGNAL ARM WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE DOUBLE SIGN Cs CURB STOP FOR WATER LINE MADE IF NECESSARY. 4. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, PM PM O MANHOLE REGULATIONS AND SPECIFICATIONS OF THE COMM WATER SUPPLY DIVISION AS AMENDED • PARKING METER DIP DucntE IRON PIPE C UTILITY POLE/GUY WIRE 13. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE � 10 PARKING COUNT Ds DOWN SPOUT MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. THE WRITTEN ® cr .-- o- u11uTY POLE/GUY POLE SPECIFICATIONS OF THE TOWN WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE PROJECT TITLE C10 COMPACT PARKING STALLS Fq © HAND HOLE E ELECTRIC 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL SAND CONSIDERED A PART OF THE CONTRACT DOCUMENTS. ALL WATER LINE Site Redevelopment Project CONSTRCROSSWALK El PULL. BOX F&C FRAME AND COVER ASSUMEUANION MEANS AND Y RESPONSIBILITY IN ODS. BAXTER NYE JOBSITE SAFETY FORNGINEERING &CONSTRUCTON METHODS DOES NOT USED. ALL OTHERWISE AP SHALL BE DONE AT THE MAIN, NOT LEAVING A STUB LINE, UNLESS 240 Baxter's Neck OTHERWISE APPROVED BY THE WATER DEPARTMENT. Road CROSSWALK om SILT FENCE/HAYBALE F&G FRAME AND GRATE BYDALLLPERSON, AND NEL ONOCAL THE JOSHA OB STEQATREMENTS ALL TIMES. Marstons REGULATIONS SHALL BE FOLLOWED Marstons Mills, MA 02648 DIVERSION BERM/SWALE G GAS 5. GAS, ELECTRIC, DATA/COM iS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, AND HAY BALE CHECK DAM 15. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL BE OWNED 0 CONC. PAVEMENT HYD HYDRANT PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL BE INSTALLED WITH A MINIMUM 0 STANDARD DUTY FLEXIBLE PAVEMENT Q PI POINT OF INTERSECTION THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY ID INTERCEPTOR DRAIN COMPLETION OF THE SITE CLEARANCE WORK. COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH HEAVY DUTY FLEXIBLE PAVEMENT FLARED END SECTION (FES) INV INVERT ELEVATION APPLICABLE UTILITY COMPANY. WITH STONE PROTECTION 16. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES ® HANDICAP RAMP PD PERFORATED DRAIN SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO HANDICAP PARKING 6"PD PERIMETER DRAIN NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, 6. ALL UTILITY CUTS THROUGH EXISTING ROADWAY, CONCRETE OR BITUMINOUS CONCRETE PVC POLYVINYL CHLORIDE PIPE LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12" & VAN-ACCESSIBLE HANDICAP PARKING PAVED WATERWAY (PWW) DELETERIOUS DEBRIS. VAN DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE v� VAN RCP REINFORCED CONCRETE PIPE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. CART CORRAL ® WITH STONE PROTECTION 17. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET RD ROOF DRAIN - -� DRAINAGE FLOW DIRECTION ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. 17. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL Detail no. S SEWER 18. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND on Dal DETAIL OR SECTION REFERENCE ® JUTE MAT IN SWALE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND Sheet no. C/o SEWER CLEANOUT REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. TREES SD STORM DRAIN CONDITION AT THE CONTRACTOR'S EXPENSE. WETLANDS 8. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE SHRUB T TELEPHONE 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN -- -- 50' WETLAND BUFFER tuj RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. TSV&B TAPPING SLEEVE, VALVE & LOCATION OF SUBSURFACE ROCK. -- -- 100' WETLAND BUFFER EXIST PROP & BOX RISER -- 200' WETLAND BUFFER LP LP LOW POINT UP UTILITY POLE 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY 9. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES TO THE NEW FINISH GRADE. LC VIF VERIFY IN FIELD DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE DATE DESCRIPTION LIMIT OF WETLANDS HP HP HIGH POINT CONTRACTOR'S EXPENSE. 10. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED - - 2- WETLAND FLAG CU GB GRADE BREAK VCP VITRIFIED CLAY PIPE CONTRACTOR SHALL OWN REMOVING PIPE AND APPURTENANCES AS NEEDED WHERE SHEET TITLE 52--- - ---- ----- 100 YEAR FLOOD PLAIN �' � C �2�'2L 1Dc 21. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT THEY CONFLICT WITH PROPOSED WORK. Legend and 27,21 BC 27.15 BOC TOP & BOTTOM ELEVATION W WATER EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS MITIGATION AREA LINE egTO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR a SPOT ELEVATION w/LEADER m _••" EDGE OF WATER 21+3 21+2s SPOT ELEVATION INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND General Notes N + g -�Tj- BORING LOCATION 22. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE O TELEPHONE MANHOLE - TEST PIT LOCATION REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO SHEET N 0 ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR X TELEPHONE MARKER ■ ■ BENCH MARK MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL To TRAFFIC SIGNAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH TIE IN TO EXISTING GRADE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. C3mO I IE SIGNAL BOX co MCP oCP GRAY TEXT REPRESENTS EXISTING INFORMATION 23. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND DATE : SEPTEMBER 30, 2021 N FIRE ALARM CONTROL-PANEL FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE FR FB APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL El o FIRE ALARM BOX BLACK TEXT REPRESENTS PROPOSED INFORMATION CONTRACTOR. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED - STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL ❑T TRANSFORMER PAD CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION I7 . DTR ® TELEPHONE RISER OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. SCALE : AS SHOWN c DRAWN BY: SDM CHECKED BY: MWE o MAIL BOX 0 J O B N O : 2020-018 F I L E :2020-018 SD MAIN.dw COPYRIGHT c 2020,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING 8 SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED O