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HomeMy WebLinkAbout1541 MAIN STREET (COTUIT) - Health 1541 MAIN STREET, COTUIT h I EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 2/09/16: A. Michael Ford, Esquire, representing William Griffin, Jr., Trustee — 1541 Main Street, .Cotuit, Map/Parcel 017-007, 67.57 acres, upgrading septic system, two variances, septic repair. Engineer Sean Regan, Tetra Tech, and Attorney Michael Ford were present. As the owner is doing a lot of work on the location, he decided to improve the septic system at this time (even though it is working fine.) The proposed plan has put the components as far away from the coastal banks as is possible. Mr. McKean said the staff does not recommend requiring an Innovative Alternative (I/A) system'with the amount of acreage available. Dr. Miller asked to have the plan note the boundaries of the 67 acres inside of the 92.5 acres. Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to grant the variances with the following conditions: 1) existing cesspool will be abandoned properly, 2) the designing engineer will revise the plan to show the boundaries of the 67 acres and will revise the wording of the three variances listed on the first page of plan to give complete information of the distances of the setbacks as listed on their original letter. (Unanimously, voted in favor.) TOWN OF BARNSTABLE LOCATION t 5 v t w.,,l sTAiEVr 6A0WS-rA4 W SEWAGE# a o/� u VILLt' OE coT-%T' ASSESSOR'S MAP&PARCEL oE7 l cow INSTALLER'S NAME&PHONE NO. c.c. Sr2ucsor.�,��1G• sob-3a$-t Stl SEPTIC TANK CAPACITY tSoo a4kL (extsT-A fr) LEACHING FACILITY:(type) t_eA ItO 414AAA6M (size) Sao aott- V v. NO.OF BEDROOMS 3 OWNER Rus MA44H LAd^ Ne J 0_VSUY' F,v kAA R-eAt-TY I'ny%r . PERMIT DATE: A PAI L 13T�I,'2ot fo COMPLIANCE DATE: y G Separation'Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I{.2 Feet Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) K I A, Feet Edge of Wetland and Leaching Facility Of any wetlands exist within 300 feet of leaching facility) KA. Feet FURNISHED BY DAVI b A.TEl,nW C.C• C01J5T► aJ04 ftoTar MWAV_ 15 91- ILAAW 5T. Coru�T exlsc,NG tvov$E l _ �EXIST��IG ��7 o 1500 CGAt. SE"G Tld�t� E J-A - 33`-5" 2-A 263 31' `' 34, IL LEA" CPAMWJ 2—F = 30 re" `—t - 5If 2-14 -A/ cq No. Fee t�v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y ftPhratiou for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade('Abandon( ) ❑Complete System Zidual Components Location Address or Lot No.1511 A4 l.1 ST Owner's Name,Address,and Tel.No. Assessor';Map/ParcelGDTU IT, P" oalo 3s- SEW AU§HV no 13.2sH R e may 017_027 t0Ai6809Mk1 Pk& 3)4hF1A0V1 3OS-t n {N�.i4 D a Installer's Name,Address,and Tel.No. f SW 3q$-_1V/ Designer's Name,Address,and Tel.No.(�6S?79&—,?OLGLi CaC. epjCtP-UCfiC0/.rnC. S.DtnNu 7UMA-7vic,* lq4 Get /btiFBzrr. W ig1CK,0&Sj14 kD. M#tLP, ftWjif A4¢0I75---t- Type of Building: Y' — q J — Q l Dwelling No.of Bedrooms 3 3 Lot Size ��1 ��� .5��•€t! Garbage Grinder( ) Other Type of Building . #'i1Us& No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requir d) 30 gpd Design flow provided gpd Plan Date // /5 Number of sheets Revision Date fmZ. Title Augh IA ash r rr��t�yyer�o�s (s �i r►� f fo s� 7Srs�o.�Gc f Sees , Ce hu�a Size of Septic Tank �,5 oo ���IJYI— Type of S.A.S. eii� Description of Soil Nature of Repairs or Alterations(Answer when applicable) !s��lJ , Date last inspected: Agreement: The undersigned agrees to ensure the c uction and mainte ce f the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of a Enviro ental Code a d not o e.system in operation until a Certificate of Compliance has been issued by this Bo / gne Date j9pst t"�f 21L Application Approved by Date J� Application Disapproved by - Date for the following reasons Permit No. �p't� Date Issued h 3 174/ ,No. ` C!/ ,.. ry SSACHUSETTS l Fee THE COMMONWEALTH OF MA Entered in compter:( Y " PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTV ' 2ppYication for Misposal 16pstern Construction Permit 14 Application for a Permit to Construct( ) Repair( ) Upgrade(V) Abandon( ) ❑Complete System �dividuaal Kmponents)' �• Location Address or Lot No.1SV k4a/i'l SI/ Owner's Name Address,and Tel.No. b- (03S u> / . °' -('p rLf 1T, P4 /SIG' /2US,1-11 M/�/eSH )1ZCf�Cny Assessor's Map/Parcel p/2—pp 7 n r/�!!�57' rY f��, �);'r�F.fGv✓ �G.S ,mil� Got/�' Installer's Name,Address,and Tel.No. Designer's kfame,Address,,'andrTel.No.KS be-7 E-6;-a,;LGi:) 1'• Lynn is-, 7�r IY TEcw 1 _S �4 At,4 Gdlr ) /o� MCKC-R-ON �lsD t t24 &Ltlarl 4b4 0175" ;4 Type of Building: �2 C.,`?q< rs 1 r Dwelling_ No.of Bedrooms Lot Size bl t 5 A(r�s�q>€tc Garbage Grinder( ) Other. Type,of Building (/Yyt� { /)1,1.rC, No.of Persons Showers( Cafeteria( ) Other Fixtures _j- i Design Flow(min.required) b gpd Design flow provided gpd Plan Date /� / ! Number of sheets Rebi's'on Date 'Title'Rt 7/r47rM n,7 CezrmH#u3c Mfi, ue: Size of Septic Tank, 1, S1�G (f f s ._ Type of S.A.S. �()� nF 1 r°CF`jr? ("m I (,,o t I f Description of Soil k!;,71 J Nature'of Repairs or Alterations(Answer when applicable) l�1 (v /1) Shah-e- a.A.d /?4' fh/aiiiul-r- t 1711 Date last inspected: Agreement: The undersigned agrees to ensure the c truction and mainte ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 f o e Enviro ental Code d not o lace the system in p . _ operation until a Certificate of P Compliance has been issued by this Bo i gne _ Date &t rIV h Application Approved by `r Date l� Application Disapproved by Date for the following reasons ` Y Permit-.No. p1.d Date Issued 3 ------------------------------------------------------------------------------------------------------------------------------------,;Pr THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �/M 6,j.5e Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(V') Abandoned( )by (-,. ,if . 00 ri S*V r":6 OIL, s _17t, C at/ Md,i ?L, MA M�3:� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No_�%_ dated ev/1 h Installer X r�, ( (,�i ,f tf U , StI C" Designer f' #bedrooms Approved design flow () gpd The issuance of his permit shall not be construed as a guarantee that the system wil fu do as designed. 'r Date ICI (6 Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. �•��/�j Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit , Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at /S 7 l Q t,,p�yI_J- and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co pleted within three years of the date of this p rmit. Date 3 Approved by " r Town of Barnstable .': �"E' q.� Regulatory Services Richard V. Scali, Interim Director f * BARNSTABLE, KAS& Public Health Division n► " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: A1P/4L M,W* Sewage Permit# zoc 16- Lzo Assessor's Map\Parcel d iZ �!L� Designer: --t-;,---raA -rp, Installer: C.c. c *JSTOLVe Cc#.S , pi Address: lod atcalm"Cos ao*D Address: K 0t*mo►s0s Pwra MA4UtaDR.01J1.1+� M4• bl7'5�-- SoJCN ��1W1 S M4 07►Ti�io I On APRIL t3144,201,4 r- GaM5�C-r,oM,i#.PG was issued a permit to install a (date), (installer) septic system at t5711 P%kt,4 STWe'r coTDrr based on a design drawn by (address) re-17" Te c i+ dated Fea¢ Roy LM,2.o I (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe nce with the terms, t IAA ap val etters(if applicable) -�N OF MAssq yG ` � O= ICK N� SEAN PAIR / 2 REARDON N St er S1 attire) V CIVIL G STo10N� W. C.uronl� NO.41062 ' O ,c�FGISTE��G�� SSIONA%_ (Designer's Sign4ture) (Affix DesigHEMUmp Here) 5QA-J P. t7A an N.J PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc THE Tp� Barnstable 0. Town of Barnstable AN-AmedcaCfty > RARNSTABLE, 1 r ` MASS. 9 � Board of Health Dm 039. prE0 MAt°' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi February 22, 2016 Mr. Michael Ford, Esq. Law Offices of Michael Ford 72 Main Street P.O. Box 485 West Harwich, MA 02671 RE: 1541 Main Street, Cotuit A = 017-007 Dear Mr. Ford, You are granted variances on behalf of your client, William Griffin, Jr. Trustee, to construct an onsite sewage disposal system at 1541 Main Street Cotuit. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To construct a soil absorption system approximately 80 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a distribution box approximately 78 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions: (1) The engineering plan shall be revised to: (a) list the variances being requested, specifying the setback distances between each septic system component and the coastal bank, and (b) delineate the 67.57 acre parcel on the engineering septic system plan or onto a separate plan. 1(2) The septic system shall be installed in strict accordance with the latest revised engineered plans. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the latest revised plans. Q:\WPFILES\FordGriffinl54IMainStreetCotult Feb2016 A � This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to coastal banks bordering two sides of existing farmhouse and lot. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sinc rely yours, Wayn Miller, M.D. Chairman Q:\WPFILESTordGriffin1541MainStreetCotuit Feb2016 .,, .-......xy •*v+�° � yr...w.w.ne..,. �� p, e , y � �...+ate �.. � . B.Ef7istz,%Ci4 l AIVX ew it-A G' I" ,t t D 1 t 1 G .P_dQa L I V i' 1 ZOOM I � � i�is �• '�-- 3�1.Co���1a ��"�-o �c ti'• �.' . + 'i.4`"rC7 � 1.�'' o a r1 Ak V 1 $R+{S D 4.— Ott " I , 0014'9 BA u' ez?.Ff Esc A F1�f E' r� r L � ' W, �"���•r" - �� � w_.. _ fir_ � � '„ u A . Owl }_ Ti m1N C4if I .� U 11��i tJ'G.,E�3t�P�. 1►V t'�1 G R:t?Q�;t i� +:� a ��� � � G�"�Gl�Ct1 ►7'.o x �r`• a.' a 1�:_ra.x:1.-:-_��;- �I t � i i COMMONWEALTH OF MASSACHUSETTS 0 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617)292-5500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A r(Zo f v o kERTIFICATION Property Address: Name of Owner , �5 S Ov/ , 5' a 000 Address of Owner — Po fC� 14- Date of Insp�6 on: j/y 99 Name of Inspector:(Please Print) w 6 /TYK. fN Fw" S 1 am a DEP approved system in pector pursuant to Section 15.340 of Tide 5(310 CMR 15.000) Company Name: ATco G% ci F ' Mailing Address: [o( If, 5- Telephone Number: _�� _-_2 5405 ' CERTIFICATION STATEMENT F' I certify that 1 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewa isposal systems. The system: Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: G%� � Date: The System Inspector shall submit a copy of this inspection report to the Approving Aut rity(Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable, and the approving authority. NOTES AND COMMENTS RECEIVED MAY 1 7 2000 �~ t 0ww �f revised 9/2/98 Page Iof11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICAT�IcON Icontinued) Property Address: l /' / S f (f /(o I J Owner: Date of Inspection: v _ ©c,o INSPECTION SUMMARY: A, B, C, Or D: A. SYSTEM PASSES:. have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 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. Indi ate y� , no,or not determined IY,N,or ND). Describe basis of determination in all instances. If "not determined",explain why not. The sepf tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Complian a(attached)indicating that the tank was installed within twenty(20)Years prior to the date of the inspection;or the septic ank,whether or not metal,is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is i minent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved y the Board of Health. Sewage be up or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a roken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipes)are replaced obstruction is removed distribution box is levelled or replaced The system r quired pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if( ith approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A /V C�FlCATION coal�ti ed) Property Address: S / 51 (F C2 ru" Owner: (�� S S O>� Date of Inspection: Q �- 5- O 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 the public health, safety and the environment. I S STEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of 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 NCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE 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 7 tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. T The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis 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. at d used to determine distance (approximation not valid). 3) rHER revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner: Date of Inspection: D. SYSTEM FAILS: You must indicate either"Yes" or"No" to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this i determination is identified below. The Board of Health should be'contacted to determine what will be necessary to correct the failure. as No Backup of sewage into facility4ror system component•due to an 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 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped i Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a 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 I 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. If the well has been analyzed to be acceptable,attach copy of well water analysis for »coliform bacteria, volatile organic-compounds,ammonia nitrogen and nitrate nitrogen. E. LARG SYSTEM FAILS: You must i dicate either "Yes" or "No" to each of the following: T e.following criteria apply to large systems in addition to the criteria above: T e system serves a facility with a design flow of 10,0 0 d or greater(Large System)and the system is a significant threat to public Y Y 9 � p, 9P 9 9 Y 1 Y 9 h alth and safety and the environment because one or more of the following conditions exist: A' as o 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) The owne or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further inforpiation. t i revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: f �j� l � /ti 5 Co to ' ' Owner: co 6 5 S 0-' Date of Inspection: Check if the following have been done:You must indicate either "Yes" or"No" as to each of the following: Yes/ No Pumping information was provided by the owner;occupant, or Board of Health. None of the system components have:been puarped4orat.least two weeks and-the system has+been nceivinginwmal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. All system components,excluding the Soil Absorption System,have been located on the site. The septic tank manholes were uncovered, opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction,dimensions,depth of liquid, depth of sludge,depth of scum. V a size and location of the Soil Absorption System on the site has been determined based on:isting information. For example, Plan at B.O.H. termined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) 5.302(3)(b)] e facility owner(and occupants,.if differeat from.owner).were.provided.with information on the.proper=Wntenaoco.of SubSurface Disposal Systems. revised 9/2/98 Page 5of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C '' SYSTEM INFORMATION Property Address: J D y l '/�,y/��n! 5! (/ 6 A. Owner: v e (� S S I" Date of Inspection: 00 C FLOW CONDITIONS RESIDENTIAL- Design flow: g.p.d,/bedr m. Number of bedrooms Idesign): Number of bedrooms(actual): Total DESIGN flow Number of current residents: !�1 Garbage grinder(yes or no): Laundry(separate system) ( s or no):-6 If yes,separate inspection-required _ Laundry system inspected (yes or no) Seasonal use(yes or no):I nn Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no):ts2,c- Last date of occupancy: __.:?6 a O COMMERCIALflNDUSTRIAL: Type of sstablishm t: Design flow: d ( B ed on 15.203) Basis of design flow Grease trap present:(y or n _ Industrial Waste Holding present:(yes or no)_ Non-sanitary waste dis5 ad to the Title 5 system:(yes or no)_ Water meter reading Af ava ble: - Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no) If yes, lame pumped: gallons Re on for pumping: TYP SYSTEM Pl(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) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components,date installed4if known)end sours information: -- _ Sewage odors detected when arriving at the site:(yes or no) O revised 9/2/98 Page 6of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Ic 7ed) Property address: /�G/l �i�/��'/1� e6 �cq i Owner: S 0 Date of Inspection: l/ �(/ BUILDING SEWER: (Locate on site plan) Depth below grade:_ Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line Diameter Comments:(condition of joints,venting,evidence of leakage,-etc.) SEPTIC TANK:— (locate on site plan) Depth below grade: Material of construction:_ oncrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age_ ls.age_confirmed-by Certificate of Compliance_(Yes/No) Dimensions / D a Sludge depth: Distance from top of ludge to bottom of outlet tee or baffle: Scum thickness: Distance from top scum to top of outlet tee or baffle: G Distance from bottom of scum to bottom of outlet tee or baffle:--Z—ff How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural-integrity, evidence of'leakage,etc.) GREASE TRAP: (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:. Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(contiFed) Property Address: / S Date of Inspection: TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade:_ Material of construction:_concrete_metaleFib lass_Polyethylene_other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working or r:Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm d float s ' ches,etc.) DISTRIBUTION BOX:_ (locate on site plan) Depth of liquid level above outlet invert:. Comments: (note if level and distribution is equal,evidenee of solids carryover, evidence of leakage into or out of box, etc.) - PUMP CHAMBER:_ (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condi i Zpumpsandenances,etc.) t' revised 9/2/98 Page 8of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEJNJNFORMATION(c ) . Property address: Owner: (/ CO C Date of Inspection: 7-/sue a ® .01 O SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: Type. leaching pits,number:_ leaching chambers,number- leaching galleries,number: / 5 leaching trenches,number,I ngth: leaching fields, number, dimensions: overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure,level of ponding, damp soil, condition of vegetation, etc.) CESSPOOLS:_ (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspe /ion Comments: (note condition of soil,signs of hydraulic failure,Zleofnding, ndition of vegetation, etc.) Jd PRIVY-_ (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs ofh ydraulic failure,level of ponding, condition of veg tation;etc.) ,F revised 9/2/98 Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C G� SYSTEM INFO TIO orrdedl�� Property Address: ` l ' ` /;/ -W / v� Owner: Wesson Date of Inspection: p SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) I J iIfs revised 9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: // &AV ✓ ('90�v Owner: Date of Inspection: 00 O NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate 'Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: 1' Obtained from Design Plans on record Observed.Site(Abutting propert ,observation hole, asement sump etc.) lJ� Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) O L d revised 9/2/98 Page 11of11 fa ,j; i��• CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) .,� .•�,.yam��,,: Report Prepared For: Report Dated: 3/24/2015 Sally Desmond Desmond Well Drilling Order No.: G1585896 P O Box 2783 Orleans, MA 02653 hm <<M 1 Laboratory ID#: 1585896-01 Description: Water-Drinking Water -w Sample#: Sample Location: .1541 Main St. Cotuit, MA Collected: 03/20/2015 :'l Collected by: Customer Well 1 Received: 03/20/2015 !+ fl Routine_M ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 3/20/2015 Iron 0.03 mg/L 0.01 0.3 EPA 200.7 3/23/2015 Manganese 0.007 mg/L 0.005 0.050 EPA 200.7 3/23/2015 pH 5.8 PH AT 25C NA 6.5-8.5 SM 4500-H-B 3/20/2015 Sodium 8,5 mg/L 1.0 20 EPA 200.7 3/23/2015 Total Coliform 0 /100ML 0 0 SM 9222B 3/20/2015 Conductance 77 umohs/cm 2.0 SM 2510B 3/20/2015 Water sample meets the recommended limits for drinking water of all the above tested parameters. , 1 Attached please find the laboratory certified parameter list. Approved By: v-"—//A/ (Lab Director) � J� ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 43 (�re,�4'YN OF BARNSTABLE LocATION IS41 1►►A#4 ST Co'ryi'r SEWAGE# p - VILLAGE 446A-5:4" (o ASSESSOR'S MAP&PARCEL ®o 2- y0 7 INSTALLER'S NAME&PHONE NO. GG Cv JSTXUVrt0N 8iNL• 5oS-34$-18« SEPTIC TANK CAPACITY 3500 4AtUA sdra, boco C��1 uOl� G,tE7�St;T LEACHING FACILITY: (type) FAe%V LE 00SE SYSUM (size) NO.OF BEDROOMS OWNER KVStq MALSO UAAIII( 7WST PERMIT DATE: a COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom.of Leaching Facility plA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) NSA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) NrA' Feet FU N 1SJ@[ED BY �1 .. Ims milli 1■ •• III .N v TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A- G 45' is' B-G 53 ' A- - D ' ��' g- D - E zo' . i TOWN OF BARNSTABLE _ 3 F�-4p-4VkjU r OC• TI IQ 15yi M►*14 STrtEET C0191T, w4• SEWAGE# d I 1�p 1p VILLAGE A Btk (d)vL ASSESSOR'S MAP&PARCEL �17 ' 00 7 INSTALLER'S NAME&PHONE NO. G•C•40'JST/WCCGO'I/NC. 50e-391PI P11 SEPTIC TANK CAPACITY 3500 4A'— LEACHING FACILITY: (type) P"Sw" AW IMP't (size) NO.OF BEDROOMS OWNER PERMIT DATE: ( a COMPLIANCE DATE`. Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A11A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IPJ14 Feet Edge of Wetland and Leaching Facility(If any wetlands exist wAhin 300 feet of leaching facility) All+ Feet FURNISHED BY ■ ■ • ELEC •�'�. rl'�I'�''.� l n V y y r� U rw y 7 Y Y « r r V V y ry Y V A ^ ^ U Y r• '� � • rrl i� �� U A 1 Y 1� 7 I TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A. f 75 _ F Sty g- F 53� o A 6-K Ry � t'o Sr►,l+8 61� 8 fo SMK � °t7 TOWN OF BARNSTABLE LO�AT&`N 15411 WOW sT - COTutT MA• SEWAGE# Z0(3-46 VILLAGE c ASSESSOR'S MAP&PARCEL (717 V0 7 INSTALLER'S NAME&PHONE NO. �•� GON5Tau6?oN s ��L SEPTIC TANK CAPACITY 3500 6A"4m LEACHING FACILITY: (type) Q�v" Doge A" (size) NO.OF BEDROOMS OWNER RwS rkA,0 PERMIT DATE: f COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) NJA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Ast Feet FURNISHED BY KFAMOW 02; 61, PVC . 0.8% � • 1, PVC 0• . 61, PVC qM��H-!41- 7' @ 1.0% !Al IMA MOM I 1 Y I. W==M TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A - r 23 g-E 35' 30' 5 lit try( Ca�°�" ar 3 Ar YJ s►�tt� ��` �-��L ,�,,,��PU �,g6 C,Ps No. t � j THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I Wv S Owner's Name,Address,and Tel.No. 0•Iact 9 -9 9 3a.1 CVrU,% - a.V% 0,ad3,,c/ e-kLrT -e,ch9,i%--i.*, N\ltw lZv-sv. y w.4tisti d�i2�►i-°ry'T.%Vr (" Assessors Map/Parcel a �� ;;,� " i1 j" w•A Installer's Name,Address,and Tel.No. v k1&- 3.i Designer's Name,Address,and Tel.No. 0 `1101 C C_ 0N$ C. ;�.,� tl�c, or, 1`i93 .9,)-B-`:10•3 `X000 ___7 r4•�`ii�Ci� Type of Building: ° Dwelling No.of Bedrooms ��L.L �i-h°�Lo $ize sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `'� p gpd Design flow provided L 3 50 gpd Plan Date \ V;Number of sheets Revision Date Title IQv f t ✓ Lk-,A r.S N E,h A.+- Size of Septic Tank -<'e7c, J �L S L'o Type of S.A.S. R�.•.c:. S Description of Soil Nature of Repairs or Alterations(Answer when applicable) 2 rvL-.0 Date last inspected: Agreement: S The undersigned agrees to ensure the construction and maintenance of the aforeJ`described on-site sewage disposal system in accordance with the provisions of Title 5 of the nviro ental Code and sys em in operation until a Certificate of Compliance has been issued by this Board o ea ned Date Application Approved by Date Application Disapproved b Date for the following reasons Permit No. Date Issued 41 7 VA No. " ''' �.. Fee THE °� M ,O WEALTH OF MASSACHUSETTS',. Entered in compute PUBLIC HEALTH DIVISION rOWN''OF BARNSTABLE,�IVIASSACHUSETTS Application for Mispdsal .pstem Construction Permit Application fora Permit to Construct( ) Repair( ) Upgrade( ) Abandon O El Complete System El Individual CO rZonents y Location Address or Lot No. 1 S 41 r'^A�v C c Owner's Name,Address,and Tel.No.CD\`�^Sq 9 -`9 9' CoTv�-r a-w 026357 / 01`1-0011,018—\o6 4V\:w 2v5�+y yr v\nSlf (Z\za�z y Ta�S r Assessor's Map/Parcel 61 - l o ry 0 —o o rj ry �� �+ T a ��C�� ri + -�.o o Installer's Name,Address,and Tel.No. O\B—k a.% Designer's Name,Address,,and Tel.No. d ,110 4 t= C-\ CONS c' "�^-.c \'u '3 o,c l,ln? 1a,000 11 ' ,..•r `\ _C C A r%a.inGlJ vk," Type of Building: Dwelling No.of Bedrooms S\l ^%P\-A-\ 6o Size sq.ft. Garbage Grinder( ) ., Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 0 gpd Design flow provided ` 3 50 gpd Plan `'DateT�t Number of sheets ` Revision Date Title ly t- AN '�.,Size of Septic Tank 3<'L C) C S t,(a Type of S.A.S.—Ta%.,\ e, �. S Description of Soil •t- ,M n Nature of Repairs or Alterations(Answer when applicable) /2 �tJ J-Ai" s Date last inspected: i Agreement: + The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmental Code an o-plact'fhe system in operation until a Certificate of Compliance has been issued by t is Board o ea +. ned Al Date a'� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued -----------------------------------------------------------------------------------------------------------"---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO TI ,that tMiOn - ite Se e ispo syst m Constructed( ) Repaired( ) Upgraded( ) Abando e a at B /ffVJJFhas been con ucted' a c (!Oce with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer Designer #bedrooms Approved design flow gpd i The issuance doff t is erm t shal of be construed as a guarantee that the system ' 1 fun>tio asdesigned. o� Date ! � Inspector ------------a--- ---------------------------------------------- No. 40 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS I s sal 6pstrin Construction jhrmit Permission is hereby gr nited to instruct( air ) Upgrade ) bandon( ) System located at / P� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construcho us tompkted within three years of the date of this permit. Date Approved by b . Town of Barnstable � THE . TO'yo Regulatory Services Richard V. 1'. Sca >< Interim Director Y ector BARNSTABLE, MASS. Public Health Division sGgq• �� ArEDM Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 rye1'} — 00+ Installer & Designer Certification Form twi — t0(0 Otg - 10'1 Date: t5 Sewage Permit# 4013- $46 Assessor's Map\Parcel Designer: 57A4.1 Q. WAhe.oaa PF., Installer: C.C. CoNSIUCTiod, /WC � Address: i0 WcA Address: to- box I M tots WC.UA 44 AD Soa# DEAW13, A • 02666 1 52 On 4?A1t22Jve,701s G•C_ eo4SrAi6T#AI,1.r/ was issued a permit to install a (date) (installer) septic system at KVI At41A/SUCET writ r aA• based on a design drawn by (address) Tr tak TtcN dated V-"/- 2016 r(rV 2- (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. ce ify that the em referenced above was constructed liance with the terms of the I\A approv 11 er (if applicable) of Mqs s,cy G 0= S� ATRICK N�a I ller's Signature) NioN No.A1062 O GIST �--•� S (Designer iggna urT t e) (Affix D s p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc LOCUS MAP: . � _ r ,...,` .t ✓t is �'`.St: q �,�) ��y,,,� t � Y, 62 f tit C `-,, ff t,_ L� \ �i ,. -\mil' t1� •� .� I.i ) 1 ..�, / , $tS Qt r �1.1.>,..°: a\` r.] } �°'�`°` fw .a �!` w , �r.••� `- a !j1 � s•.k'y I ,.i wv�. }.�ai " lid ht0 + //; rt r �' 1 r�F'�� ✓w�^7c:'���\ �� P 'tl+ -rs Y'� 1 ,�1`•�f'}�',�r-l•E., ,rG to t r ' :- t � f s � � -` i.�f tZ.�s r.�. �} '° - � \, Q(�;i �'•' �,,s.. rQ�,' "... •.I -' <7 r 1, ;r a- ♦t't t � .5, t \p f 1 erw ,r T irl li ! t �p ...�._^-.--t' yr, , S^ ✓ Y�//1`.,1 l�.a ��_ tt rI r Lc \Ci` w71 . in.io tr sly ls, te r.,e 1 I:S r \ eA {II 1\I ers. •.� `GCa �tf c 11� �1" l ♦i_51 w.�`,,},i, .. E•{AOp l ,{. i4 '`v" t y lit) i / N015 t Pit j1 , 11, s a\t i.J 'w 'y. It.a�d \ '�• {�}� r•ty Ai `t,�t ',' r �c \\?: +w",•} .6 , :' _ t � t�; , �(./f �l�ll i �l 6 1• 1 Q ti -! 1\.. a x�,..w:. {�© ',, �.. QUi �7' —.,�a.�,I�� .Y\. . L�� t ✓ �.V2.?.. �/i ( Gj//r> .\ '4 •,c. r"_.--- N 4 rt i{fi y� =�Y! r1i1DC 4, s {`sGn �t �. Y �r N4SK1 QU411iC - t�. t`� I!` y }at �i� tandin� 't � f ��� ~r`�{�••••...,� ��� rf ♦\ � )- t` 4 � YI I D '! i�' \ `�r; y } } 1"� �a✓"'YT' -,icn._..::.--�i-- / �;`` lt'" :s yt/'�€�`.�-� �:�f � 0 r.�f e.' v : _ i -,y�.,,r .l ` err .G f M•4 I-� ,r•-� i.�,'Y till uf y t�s -S •' +� G' t~, ;-.— `.y Ord le Location i ° } 3I1� 1 I � ',, r C!h ��` tt1:.,_; � c ^ fir r✓ .}.r t,:at L �•.- :ti�1d � 4 ,. �:fi3 vk l y y q�1 t. Isla 3�,�, -, , - � t\ 1 rP,'y �... � �bt t5 1 tl r-s ''•i \��r ,G + rr { v. r Aq :';� � �1 �.�� h'° �G v���f d' s �e, ti -•'� 11 �� ° s�,j I! ,'(. t .i -it (/t Yr. 1 A.• rr - ,; s,t /t• li 1 ri ;' S itr,.., r t ; i r '�t t -�1.. "�pD?,1�.f�.��7 - t�+ p\. :' I 1i si {• ' V :y \w,J I ys� ! k,' �\. •`t"`- �-'^' ,r^ w Ai }44 0: `3,9 ."_-'. 1 r �( K7 r' Age is a t ( 1 d At e`sosebCrry �,f p'C15 t r Fi r0 ry ac�'r0te9 BOBSa punk Q ei .t4a ! it P��\a lt' Wa913' sad?fp n[B15'. N rt� dl -�:�a } / 4{illi p isnd �_ .---r-- �j9ade 3 fi it! 6�ti �gstand U Alt I W19 p.. - _ • andln€� r j I° c ` ti y� ;hat�h l sr`s E.. 1�frif�Fs r."y"{°'\`-r-./`'y,.T�t ���il' } �\1.� .6\c. � t -'_-.-•^,-" ,,« f f � � '�)- qq «p; wx-•('2�/7� x Gi RUSHY MARSH PRIVATE WELLS O �} NAME ADDRESS MAP/PARCEL Grassetti 1611.Main St. de4- 017-005 Wesson (Ed Edwards) 1541 Main Sty 017-007 Wesson Big House irrigation 1524 Main St. "� 017-014 Cottages - Jennifer Reilly 54 Lowell Rd. 016-031 � I �J¢21�s i wpfiles\arob\corres\2011 3/15/2011 . .-r ..r - .. _. ,n-.r"aJ"fa,""•v......-K•-.,.-•4-..i.- '•-i-'.+.a•.:.a+ya..,-.,..... +s..r+ ...v • _.. Y- - ,,,; ,. a .. TOWN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP N0. -t `7 PARCEL NO. � ADDRESS OF TANK: i �., ram. {� ._ VILLAGE: - MAILING ADDRESS ( IF DIFFEREN�T,, FROM ABOVE) : OWNER NAME: ,3' h, . �,�C��, G� PHONE: Brae r INSTALLATION DATE:� < I BY: ✓��'� �",' `` + �' INSTALLER ADDRESS: 'CERT.1-40. *TANK LOCATION: (acooPt:wa TANK ;LOOAT I ON WITH maimmiCT TO =u.x LD I NO) CAPACITY TYPE OF TANK �"") ' lAGE e') YRS. FUEL/CHEMICAL TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND < `S ZONE OF CONTRIBUTION [ ] YES Cam] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ]CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ ] DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD 4, Massachusetts Department of Environmental Protection Bureau of Resource Protection �� t Well Completion Reports Ll Well Driller Please specify work performed: Address at well location: New Nell Street Number: Street Name: 1541 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Irrigation Assessor's Lot#: ZIP Code: Number Of Wells: 02535 .............................. City/Town: Well Location BARNSTABLE In public right-of-way: GPS �)Yes r No North: West: 41.60462 70.44278 Subdivision/Property/Description: Mailing Address: click here if same as well location addres Property Owner: Street Number: Street Name: MC COURT 1541 MAIN STREET City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02535 Board of health permit obtained: !J Yes tJ Not Required -11---1111-1-1-1] Permit Number: Date Issued: W2015 003 02/26/2015 Massachusetts Department of Environmental Protection F. Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) tt' 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 Extra fast or Loss or addition stem slow drill rate fluid 20 Fine To Coarse S Browner, r YES �' NO ! Q Fast Q Slow Q Loss r Addi _...... 20` 35 Fine To Coarse S Brown ^' Q YES �'� NO =rj �� Loss �'�Addi A _.... .. ...... 35 46 Medium Sand Brown •l r YES NO i r Fast �J Slow r' Loss C Addi WELL LOG BEDROCK LITHOLOGY Visible Extra Drop in drill Extra fast or Loss or addition of From(ft) To(ft) Code Comment Rust Large stem slow drill rate fluid - Staining Chips Choose Code s G YE=CNO Fast Q Slow r Loss G Additiones❑Y KYe ADDITIONAL WELL INFORMATION Developed Yes G No Disinfected r Yes Q No Total Well Depth 46 Depth to Bedrock Fracture Surface Seal Type ((None Enhancement Yes No CASING Is Casing above ground From To Type Thickness Diameter Driveshoe 0 36 Polyvinyl Chloride F SScchheed"ull-e 40 L ❑Ye SCREEN ❑No Scree From To Type Slot Size Diameter 36 46 1 Stainless Steel Well Point [0.012 ` WATER-BEARING ZONES ❑DRY WELL Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) From To Yield(gpm) 21 � 46 60 PERMANENT PUMP(IF AVAILABLE) [Description--- Choose Pump Choose Pump Description Horsepower Horsepower Pump Intake Depth(ft) Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK Water Batches Method Of From To Material 1 Weight Material 2 Weight (gal) (count) Placement Ch"oose Material ["Ch"o"ose Material ( — Choose One �� I�....� .,._.���.�...__. �—�� I,,,...�..,.� ...,......ems: �! L__�_� �.�...�............� ..__._.._..� w._,........._..m.._: WELL TEST DATA Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date Method Yield(gpm) (HH:MM) BGS) (HH:MM) BGS) :Constant Rate Pump 60.................. 1 500...........................1 36............................� 0:2022.05.......................! WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 04/03/2015 21.6 60 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.. r - t Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) DESMON THOMAS E Monitoring[M] Supervising Driller III, Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 023 04/03/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Page: of 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) (IL ^% Report Prepared For: Report Dated: 3/3112015 Sally Desmond ' Order NO.: G1585995 Desmond Well Drilling - P 01 Box 2783 Orleans, MA 02653 r E Laboratory ID#: 1585995-01 Description: Water-Drinking Water Sample#: Sample Location: 1541 Main St.Cotuit, MA Collected: 03/27/2015 Collected by: Customer Well2 Received: 0 312 7/2 0 1 5 Routine_M ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen 3.8 mg/L 0.10 10 EPA 300.0 3/27/2015 Iron ND mg/L 0.10 0.3 'SM 3111B 3/31/2015 mg/L 0.025 0.050 SM 3111B 3/3112015 Manganese ND PH 5.3 PH AT 25C NA 6.5-8,5 SM 4500-H-13 3/27/2015 Sodium mg/L 2.5 20 SM 3111E 3/31/2015 Total Coliform 0 /100ml 0 0 SM 9222B 3/27/2015 Conductance 120 umohs/cm 2.0 SM 2510E 3/30/2015 Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list, Approved By: (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 _ I Massachusetts Department of Environmental Protection 4j Bureau of Resource Protection .,. Well Completion Reports ........ ...... Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 1541 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Irrigation Assessor's Lot#: ZIP Code: Number Of Wells: 02635 Ej City/Town: Well Location BARNSTABLE In public right-of-way: GPS G=Yer) North: West: 41.60326 70.44382 Subdivision/Property/Description: Mailing Address: L�J click here if same as well location addres Property Owner: Street Number: Street Name: MC COURT 1541 MAIN STREET City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02635 Board of health permit obtained: Yes r Not Required Permit Number: Date Issued: W2015 002 02/26/2015 � t> Massachusetts Department of Environmental Protection Bureau of Resource Protection-Well Driller Program M Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock .r _... ................ ........C hoo.h.00...... dro c k-.-.................. Auge se Be WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or Loss or addition stem slow drill rate fluid 2G Fine Sand v Brown % RIP. G YES G NO Fast C).Slow G Loss C Addi _....._.......__..._.... _........._....... ... __._� ..__........_ ..F � s. .._._......_V. ...,.. .... ......... 20 40 Fine Sand Brown fJ YES Q NO CJ Fast 0 Slow (7) Loss C Addi ___...._ ... 40 45 Medium Sand Brown i =YES O i r Fast Q Slow Loss Addi �45 56 Fine To CoarseS';� Brown �`� f)YES 0 NO 0 Fast G Slow C Loss r Addi EE f WELL LOG BEDROCK LITHOLOGY Drop in drill Extra fast or Loss or addition of Visible Extra From(ft) To(ft) Code Comment Rust Large stem slow drill rate fluid Staining Chips -_._.........._.............. �. __........._............._...._................ ........................... Vi r a; ( ((Choose Code tj YES r NO Fast (j Slow �J Loss t^;Addition ❑Ye ADDITIONAL WELL INFORMATION Developed Yes C' No Disinfected C:,Yes r No Total Well Depth 56 Depth to Bedrock ....................................................................................... Fracture Surface Seal Type Nate Enhancement Yes No -----..__........_.�------.._....._._ CASING Lr Is Casing above ground. From To Type Thickness Diameter Driveshoe L 1 46 Polyvinyl Chloride .� �chedule 40 �E -� U Ye ................................. SCREEN ❑No Scree From To Type Slot Size Diameter 46 56 Stainless Steel Well Point 0.012 6 F, r� +• .� • Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program + '. Well Completion Reports(General) WATER-BEARING ZONES �J DRY WEL From To Yield(gpm) 18 56 60, �M- PERMANENT PUMP(IF AVAILABLE) Choose Pump FHorsepowe oose Pump Description Horsepower Description--- r--- ........................................_.................. ........................................ Pump Intake Depth(ft)_ Nominal Pump Capacity(gpm.),. ANNULAR SEAL/FILTER PACK Water Batches Method Of From To Material 1 Weight Material 2 Weight (gal) (count) Placement EChoose Material C777] F7�� [77 ;-Choose One WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) OC3/19/2015 �Conslant Rate Pump 7760 1:30 25 0:01 18 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 03/19/2015 18 60 � COMMENTS r 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 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program C Well Completion Reports(General) z; and accurate to the best of my knowledge. DESMON THOMAS E Monitoring[M] Supervising Driller III, Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Date Job Complete Firm DRILLING INC.. Rig Permit# 023 06I03/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. r I °F`'�R CERTIFICATE OF ANALYSIS Page: 1 of 1 s Barnstable County Health Laboratory (M-MA009) `yss,ctntis�t Report Prepared For: Report Dated: 3/24/2015 Sally Desmond Desmond Well Drilling Order No.: G1585896 P 0 Box 2783 Orleans, MA 02653 Laboratory ID#: 1585896-01 Description: Water-Drinking Water Sample#: Sample Location: 1541 Main St.Cotult,MA Collected: 03/20/2015 Collected by: Customer Well 1 deceived: 03/20/2015 Routine_M ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 3/20/2015 Iron 0.03 mg/L 0.01 0.3 EPA 200.7 3/23/2015 m /L 0:005 0.050 EPA 200.7 3/23/2015 Manganese 0.007 g . PH 5.8 PH AT 25C NA 6.5-8.5 SM 4500-H-13 3/20/2016 Sodium 8.6 mg/ 1.0 20 EPA 200.7 3/23/2015 Total Coliform 0 /1001VIL 0 0 SM 9222B 3/20/2016 Conductance 77 umohs/cm 2.0 SM 2510E 3/20/2015 a Water sample meets the recommended limits for drinking water of all the above tested parameters. ' I � Attached please find the laboratory certified parameter list. Approved By: _ (Lab Director) I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375.6605 r 3 No. �00- Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2ppricatiou _for Yell Cougtructiou Permit Application is hereby made for a Dermit to Construct 4 Alter( ), or Repair( an individual well at: 1sy\ ,>n , c� GAO � o f Location-Address Assessors Map and Parcel ynaCSk. T-01cc �, ,TruS-�- i -It rnoo�, S+ C�1v►+ , NUS z�S5 Owner Address Installer-Driller Address Type of Building Dwelling Other--Type of Building No. of Persons Type of Well (0 S�AA9 O Nc- Capacity C)(} )per Purpose of Well Agreement: The undersigned agrees tc 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 Certi ca a of Compliance has been issued by the Board of Health. Signed Z4 �5 b a Date Application Approved By / D e Application Disapproved for the following reasons: Date Permit No. �O Issued / �J ate --------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the ind-vidual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstabl a o Real Private Well Protection Regulation as described in the application for Well Construction Permit No. �� ted THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. ' l ✓OQ� Fee r a O IYJ�jS E BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication _for Veft Construction Permit Application is hereby made for a permit to Construct(�), Alter( ), or Repair( ) an individual well at: \aN W�01\n Sr, Crb v� (NAAW 0I oal Location-Address Assessors Map and Parcel "Aji, + 15H1 I'Y1o, n S+a�o�y1.4 , n2 -35 J Owner Address t#Z x Z_1 V) ,O(A Qst)n� 0 2-0� Installer-Driller t Address Type of Building Dwelling Other-Type of Building No. of Persons TypeofWell (D" SCJAyO wC Capacity 00 VIAN Purpose of Well r t q t cr i 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 Certificate of Compliance has been issued by the Board of Health. Signed \ 1 V�I'-lt, 0 Application Approved ByW/�W © / atel Application Disapproved for the following reasons: Date Permit No. ) Issued / ate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstab e ar. of Healt Private Well Protection Regulation as described in the application for Well Construction Permit No. ted THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE - Derr construction permit No. Fee Permission is hereby granted to LA C v,,o r,� �� � � L 1!���i C4 , �nL- Installer to C��onstruct(4), Alter( ), or Repair( an individual well at: No. 15 t�1 I o; + W 2 Street as shown on the application f a Wel Construction Permit No. IAO/5�L\ ,Lted Date Approved By /� No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE Zipprication -for Veft Construction Vermctt Application is hereby made for a permit to Construct(,4 Alter( ), or Repair( ) an individual well at: -1100-1 01 Location-Address Assessors Map and Parcel V.S�n c —m cyv-, ii'n S4, C�gAV 4 lN 6 02(0 3 S Owner Address 1^c.cs�• &N L-1%3 , OJA aw MA oZ63 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons to Type of Well b Slk1� yC Capacity �(, Purpose of Well 1 f 6 941cs(> QM 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 Certi c to o Compliance has been issued by the Board of Health. Signed aiq 0 to ' Application Approved By % Date Ki--� Application Disapproved for the following rea s. 1 ^ Date Permit No. � Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Comphance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnsta le and�Heal Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. �/ Y t ,, ��—#// � ;;, Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pprication _for Yell Construction Permit Application is hereby made for a permit to Construct A Alter( ), or Repair( ) an individual well at: 15�11 . �o,tn 3 { C'�,wu C\,,,��� 2� 01-7I 00-1 Location-Address Assessors Map and Parcel Owner Address 2Smo�•b� UN� o\1 C rL dux L� 3 , C�c�szAn s YY� GZ6S 3 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons (('' I� t Type of Well b Sc�1y p V(_ Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordancerwith 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 Cert' c to o Compliance has been issued by the Board of Health. >' Signed mil , ate A7Application Approved By ` T Date Application Disapproved for the following rea ns: Date Permit No. �l �, Issued l Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnsta lAM912 HealthPrivate Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vern Cow5truction Permit No. '/( // 00& Fee Permission is hereby granted to L u Yv-� OrA mm D,\',yl-, Inc— Installer J to Construct(�), Alter( ), or Repair( ) ap in ividual well at: No. I`jy I 111G r n S '� �- (-wt0-t2-) Street as shown on t e applic ion for a Well Construction Permit No. ; Dated Date Approved By AA No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2ppficatiou jfor Yell Cougtructtou Permit Application is herebymade for a permit to Construct(�), Alter( ), or Repair( ) an individual well at:Location-A dress —� Assessors Map and Parcel Us�n a 4 �,,, s� N\ ('�Wj- ,M& c�2 L35 -I Owner Q—� cAddress T C "&a)o.r Q2�5� Installer-Driller Address Type of Building Dwelling Other-Type of Building +' No. of Persons f c� Type of Well Swyr3 P VC_ Capacity J Vo& Purpose of Well VC'C\- on 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 Cert ate of Compliance has been issued by the Board of Health. Signed %V�-� n Da Application Approved By e Application Disapproved for the following reasons. Date Permit No. Issued Date --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnst b $o rd, Private Well Protection Regulation as described in the application for Well Construction Permit No. / f ated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. A Fee �',✓-- BOARD OF HEALTH TOWN OF BARNSTABLE 0[ppYication _for Vern Con.5truction Permit a Application is hereby made for a permit to Construct A, Alter( ), or Repair( ) an individual well at: 15y 1 Way a ,41 La- v,� ( wW113) o( oo`a- Location-Address Assessors Map and Parcel Owner S� Address a Installer-Driller Address Type of Building Dwelling Other-Type of Building +' No. of Persons Type of Well bt SW41 ) P V� Capacity ap.,,, Purpose of Well M Agreement: r 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 Cert' •ate of Compliance has been issued by the Board of Health. N Signed/0\A"U - A4- 15 ai D e 1 �f� 1 Application Approved By Application Disapproved for the following reasons: \\ a Date Permit No. ✓�� Issued / Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed( ), Altered( ), or Repaired O by Installer at has been installed in accordance with the provisions of the Town of Barnst b o r o 1 Private Well Protection Regulation as described in the application for Well Construction Permit No. ated I THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector a BOARD OF HEALTH TOWN OF BARNSTABLE O/q VeYY Con5truction Perm it No. u )Aol � Fee Permission is hereby granted to S Yr(l`Ol Installer to Construct(f), Alter( or Repair O anindi idual well at: No. 15u l Mgt, n S� � ��- will 3 Street as shown on the a,plicatio l for a Well Construction Permit No. (W,5� 061YDated Date / Approved By Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports � . vv Well Driller �nA Please specify work performed: Address at well location: n .,1 New Well Street Number: Street Name: 121 V 1541 MAIN STREET Please specify well type: Building Lot#: Assessor's Map#: Irrigation � �;t Assessor's Lot#: ZIP Code: Number Of Wells: 02635 LA City/Town: Well Location BARNSTABLE In public right-of-way: GPS 'Ye s i,i ]N, North: West: 41.60311 70.44707 Subdivision/Property/Description: COTUIT Mailing Address: 6 click here if same as well location addres ..., w._.._.r_.._.. ............._....,.,.......,.,, Property Owner: Street Number: Street Name: MC COURT 1541 MAIN STREET City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS VALLEYCREST ZIP Code: 02635 Board of health permit obtained: j,� Yes jn Not Required Permit Number: Date Issued: W2015 004 �2/26/2015 1 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-- I .................... . 11== _ 1 WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop In drill Extra fast or Loss or addition stem slow drill rate fluid 20 Fine To Coarse S 6, Brown {, J,1 YES jn NO i j,� Fast in .Slow In Loss Jn Addi 6� :.............. . ................ 20 40 Fine To Coarse S Brown ;j =YES �j jo Fast jii Slow n Loss n Addi 40 60 Fine ToVCoarse S ( Brown 6 fir, YES p� NO jn Fast lr, Siow i'i Loss 1:7 Addi _ w 60 66 Fme To Coarse S Brown ,........................................................ ............l Fast n Slow , Loss rl.......................... Addi b 6 ;j (� Jn YES jn NO I I J' J ................ WELL LOG BEDROCK LITHOLOGY Visible Extra From(ft) To(ft) Code Comment Drop in drill Extra fast or Loss or addition of Rust Large stem slow drill rate fluid Staining Chips ....................._.... .. . .... ........ ....... �� ^^ Choose Code 6 in YES j,l NO jn Fast jn Slow j,i Loss j,i Addition L Ye e Ye ADDITIONAL WELL INFORMATION Developed Yes jn No Disinfected Yes in No Total Well Depth 66 Depth to Bedrock Fracture Surface Seal Type None Enhancement jn Yes r No CASING Is Casing above ground. From To Type Thickness Diameter Driveshoe 0 56 Polyvinyl Chloride Schedule 40 6 4 Ye SCREEN[� No Screen From To Type Slot Size Diameter 56 66 Stainless Steel Well Point r Massachusetts Department of Environmental Protection LBureau of Resource Protection—Well Driller Program Well Completion Reports(General) WATER-BEARING ZONES e DRY WEL From To Yield(gpm) 20 W F.6 PERMANENT PUMP(IF AVAILABLE) 3 Wre Variable Speed Pump Description Horsepower 1 Submersible Pump Intake Depth(ft) 50 Nominal Pump Capacity(gpm) 95 ANNULAR SEAL/FILTER PACK Water Batches Method From To Material 1 Weight Material 2 Weight .(gal) (count) Placement Choose Matena ( �. Choose Material 6 ................ `W E 71 Choose One ) WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 05/22/2015 Constant Rate Pump 6 ', 40 1 � 3 300 0:01 20 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 05/22/2015 20 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 r. 1 Massachusetts Department of Environmental Protection �] Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) and accurate to the best of my knowledge. DESMON THOMAS E Monitoring[M] Supervising Driller III, Driller DESMOND III Registration# 764 Signature THOMAS, DESMOND WELL Firm DRILLING INC. Rig Permit# 023 Date Job Complete 07/24/2015 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Kle Q 17�-00-7 No. W '� j w \ Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pprication jfor lVell Con0truction Vermtt Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: )541 Ma-� �� 01� fC�O�� c�l�� C� lO�. fO�./c�� I�� IZI Location-Ad ress I Assessors Map and Parcel Owner Address Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons '' II i Type of Well � `t f C. " Capacity Nt Purpose of Well —1-` -\r o'n 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 Certificate of p nc�e hb�e�r issued by the Board of Health. Signed Date Application Approved By _ I /L 3 Date Application Disapproved for the following reasons: Date Permit No. \/�r 3 Issued I ' Date --------------------------------------------------------------------------------------------------------- _O 1� BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Como Nance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by IA11 C.r. � � e .l l ��,1\M� ,1 n Installer at Q`-1��Y1 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. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ..ram- - 4 'YAt(!/xyn 1 - 1 1 V O 1 7-O O-7 No. 13 �' \ Fee BOARD OF HEALTH } yi TOWN OF BARNSTABLE -' Ytcattott _for Yell Congtructton Permit Applicat`on�is hereby-made for a permit to Construct( ), Alter( ), or Repair( an individual well at: IO(,. (07. lc>g 1, Iz� �Location-Address ` ` l Assessors Map and Parcel Owner- Address Installer-Driller \j Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well --;)v L L( Capacity 2n Q P'M Purpose of Well I(� k� 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 Certificate of Co p 'ance has-been issued by the Board of Health. Signed Date /� J Application Approved By Date Application Disapproved for the following reasons: Date i• ` Q ,Permit No. J ` Issued I�� ' 3 .,, Date BOARD OF HEALTH W TOWN OF BARNSTABLE (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed �, Altered( ), or Repaired( ) by_ 1 C_C, 0 )r,� e �r s�``-n Installer at 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. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector OF TOWN OFARD BARTNSTABLE Iverr Con5tructton permit l No. c�� 1 _ G, Q Fee `I Permission is hereby granted to P�\ t,_CL Q y? `�d Installer to Construct Alter( ), or Repair( an individual well at: Street as shown on the application for a Well Construction Permit No. �d Dated j 3 Date `�'� Approved By( � r A 1vaa�t 1,HOUSE NUMBER:1641 `t 2.ASSESSOR'S NUMSM 017/007.DID A OIB/108.107.10%120,121 a 20NMG DISTRICT.Rr 4.FLOOD HAZARD ZONES:4 C.A AII(EL11) S.SENCINARK. SEE SITE PLAN AND GRADING PUN SHEETS TOPOGRAPHIC INFORMATION COMPILED FROM y AN ON THE GROUND INSTRUMENT SURVEY. O 7.ELEVATIONS SHOMN ARE BASED A THE NATIONAL CEOOERC ON 36 P DATUM. �t3 xn 4 RflEAQICk`PLAN BOOK J4 PACE 93 b TOTAL AREA 92.55 ACRES 1BERnxE at9 flEC1WC ---APPLICANT QC OWNER: ---- -- - _ EN mEMRR-ZD'am E195DNG NEW RUSHY MAIM REALTY TRUST SCALE:1•.1.590' motF9 PAGE 197 e1RD9Ru n: t< WaLAM F.GRIFFIN.JL.TRUSTEE Mot ONE BOSTON PUCE,37th FLOOR famom BOSTON.MA 02108 /I � �7 1 TOP 10•PWE .•;� . `����`Yxi LE�3 '1 0mlml¢igRt�9�. I ;'..�•. ; `J '.'// BEY AIAP I " NAxx ){/{{ SCAT£'1•.SOd 4.7� '•. '-�....._. PAVED ORKWAY .: 101 I ! 1 I K- MIs w0' 1.31 \ 1 WAN OF BARNSTABLE NIT OWSOTVAWN v �FJOSDNO DRAW PIPE REALLY URIlBf 1' 1\ � it I w-" / Im R.CORAYAl1W1OIIILET RPE M \ A. BORDERING \ t.•:r.::r:: \ °` VEGETATED WETLAND lo \ D V: .' �/y�,(w \ 7. VV`,. $���' '\ :�Dlff Di eaRODm1c w4EYARO.vcILArm . p \ p0, a ' °oP.a+nmow mr mw.w>.In. C• ..DATEDESCRIPTION GRAPHIC SCATS - / p� I ::': e� 1 w-:, ^• REVISION S b PROPOSED IRRIGATIMO.1N WELL SITE FAN NEW RUSHY MARSH REALTY TRUST IN GGTUn BARNSTABLE, MA IRRIGATION WELL NOTES: V INSTALLER SHALL COMPLY WM APPLICABLE LOGY.STATE AND FiDBOTL REQM1i01S. SCALE 1".M' GATE:AUG.22,2013 397-7A.(3)PRIOR 70 MSTAUATION OF IRRIGATION WELL THE NSTAUFA SHALL APPLY holmes and mcyra ne. FOR AND OBTAIN A WELL CONSTRUCWaf POW FROM D IE BOARD OF BIL � DIx9 m9lm Intl Imld eurveyon 397-7.A(B)2WATION WELL SHAM BE CLEARLY LABELED'NOPOTABLE WATFA SUPPLY / -- 706 aa9MMr-K 1LOM M. .BIB-3681 BMOD NOT FOR A MET COAG SH U.B V�� IAA 397-78(3)A METAL TAW SNAIL BE OEITCT ro THE TOP OF 7FE YF31 CAI59Ni ro ' FACILITATE LOCATING MIIFI METAL DETECTORS. � DRAWN:ua RLR I CHECKED• ' Ak .. _ .,.. R\Ruler NA95N Dv69\z121saws.a. JOB NO: 212166 1 DWG NO.:75-4-711 SHEET I OF I Town of Barnstable P# c3� QFIKE Department of Regulatory Services BAMWABLE, Public Health Division Date cam ,5/ MASS. Arm MArp�e� 200 Main-Street,Hyannis MA 02601 Date Scheduled t 0_,. /_//3 Time Fee Pd. , t ' Soil Suitability'Assessmeni for S e Disposal Performed By: �V� 4)'i;'Q,(d l --.�lv�,,� ,-.,Witnessed By:, LOCATION & GENERAL`INFORMATIONn Location Address � Owner's Name ( �W �usd h S t t.T H q Address Assessor'sMap/Parcel: 1-7 — 7 Engineer's Name NEW CONSTRUCTION —A-- REPAIR Telephone# 5-z>e $qg, Land Use k rtGul-6 aj (FoIrm) Slopes(%)' Surface Stones .� Distances from: Open Water Body y5�t� ft Possible Wet Area�S_0+� ft Drinking Water Well f/ft Drainage Way ft Property Line 30 f" ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in roximity to holes) ILI T?2 � ;r TP3 + J �- :55 . 1 Ilk, � l>N ST ; Parent material(geologic) Q laC t 4Z I Ou- WCZ S 1 Depth to Bedrock �r Depth to Groundwater: Standing Water in Hole: 98 T F01 Weeping from Pit Face Estimated Seasonal High Groundwater 7 eJ I)sc keys i .'DETERMINATIONi FOR SEASONAL HIGH WATER;TABLE Method Used: 1-3 It tom l Depth Observed standing in obs.hole: ` Tp � in. Depth to soil mottles: in. Depth to weeping from side')f bs.hole: in. Groundwater Adjustment ft. Index Well#_(j V Reading Date:2 0/3 Index Well level' Adj.factor 1.7 t Adj.Groundwater Level�$ p C�e S PERCOLATION:TEST r s Date s?$!3 'Time !q1 S M Observation Hole# Time at 9" n a �� u Depth of Perc 6^74 30 — Y6 Time at 6" �j•��7 '� Start Pre-soak Time @ 0 0 Time(9"-6') End Pre-soak 15''00 1 0: /Y Rate Min./Inch <R wj L { Z/i! z A, Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) {y Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) A 49j N 3- d L �� `�/6 N f•.abl� Ci 0 � � N tvos-e Ca 0,. �� shy N f es 0'We c113 , 10. '14 Y cao9V G(0 T- 99 C(ft4 fteas��C4 ! " 4 , DE_EP_,OBSERVA_T_IO_N HOLE__LOG w w. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) g 14 ca 5 �,ao c3 GWT lk(p M . M= DEEP OBSERVATION,HOLE$LOG Depth from Soil Honzon= Soil Texture _ Soil Color Soil Other Surface(in.) ( (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 1 `t Consistency,%Gravel) 79- CA 4Y ca c.JT DEEP OBSERVATION HOLE LOG N Hole#_ � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencyl%Gravel) 6a C t A sy /-90 C3 Flood Insurance Rate May: Above 500 year flood boundary No Yes Within 500 year boundary- No_ Yes X Within 100'year flood boundary No K Yes Deyth of Naturallybccurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas'observed throughout the area proposed for the soil absorption system? e$ If not,what is the'depth of naturally occurring pervious material?' Certification t I certify that on -DV c?0Q (date)I have passed the sail.evaluator,examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. r Signature — Date 020�3 Q:\SEPTIC\PERCFORM.DOC Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal MassDEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information New Rushy Marsh Realty Trust - William F Griffin Jr. Trustee Owner Name 1541 Main Street 017 014 Street Address Map/Lot# Cotuit MA 02635 City State Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Published Soil Survey Available? ® Yes ❑ No If yes: 1993 1:25,000 Cd6Year Published Publication Scale Soil Map Unit Carver coarse sand Soil Name Soil Limitations 1986 1:100,000 Omp 3. Surficial Geological Report Available? ® Yes ElNo If yes: Year Published Publication Scale Map Unit Glacial Outwash Outwash Plain Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ❑ Yes ® No Within the 100-year flood boundary? ❑ Yes ® No Within the 500-year flood boundary? ® Yes ❑ No Within a velocity zone? ❑ Yes ® No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 12 P Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal B. Site Information (Continued) 2 6. Current Water Resource Conditions (USGS): 1/201 1/201Year Range: ❑ Above Normal ® Normal El Below Normal Month7. Other references reviewed: Town Assessors Map Fema Maps, Town Topography Maps C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Dee Observation Hole Number: TP#1 2/28/2013 9:00 AM 40° F ovecast p Date Time Weather 1. Location Ground Elevation at Surface of Hole: 12.2+/ Location (identify on plan): (refer to sketch) Agricultural/farm land no 1-2% 2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%) cleared outwash plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body 450+/ Drainage Way feet Possible Wet Area eet0 feetProperty Line 80et+/ Drinking Water Well feet 60 Other feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: El Yes No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: 98-inches Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 6.5-feet El. 5.7 (NGVD) feet elevation 212166sf-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#1 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other Y ( ) ) Cobbles 8, (Moist) Depth Color Percent Gravel Stones 0 0"-3" A 10 YR 3/2 Loam Y-T B 10 YR 4/6 Loamy Sand 6"-65" C1 10 YR 6/6 Medium singleloose Sand grain 65"-89" C2 10 YR 5/4 Fine Sand single friable grain 89"-120" C3 10 YR 5/6 Medium single loose Sand grain Additional Notes: 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#2 2/28/2013 9:15 A.M. 40° F overcast Date Time Weather 1. Location Ground Elevation at Surface of Hole: 12.0+/ Location (identify on plan): (refer to sketch) Agricultural/farm land no 1-2% 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) cleared glacial plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) >500 3. Distances from: Open Water Body eet Drainage Way feet Possible Wet Area feet Property Line 90+/ g Drinkin Water Well Other p y feet feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock i 5. Groundwater Observed: ® Yes ❑ No If yes: 116-inches Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 6.3/- El. 5.7 (NGVD) feet elevation 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 12 <L-\ Commonwealth of Massachusetts R upCity/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#2 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other Y ( ) ) Cobbles& (Moist) Depth Color Percent ravel Stones 0 0"-8" A 10 YR 3/2 Loam W-12" B 10 YR 4/6 Loamy Sand 12"-67" C1 10 YR 6/6 Medium single loose Sand grain 67"-86„ single C2 10 YR 5/4 Fine Sand friable grain 86"-120" C3 10 YR 5/6 Medium single loose Sand grain Additional Notes: 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#3 2/28/2013 9:30 A.M. 400 F overcast Date Time Weather 1. Location Ground Elevation at Surface of Hole: 12.5+/ Location (identify on plan): (refer to sketch) Agricultural/farm land no 5-7% 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) cleared outwash plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) " 3. Distances from: Open Water Body feet>450 Drainage Way feet Possible Wet Area >500 feet . Property Line 70+/ DrinkingWater Well Other p y feet feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes ® No i; If Yes: El Disturbed Soil El Fill Material El impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: 122-inches Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 6.8 El. 5.7 (NGVD) feet elevation 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 12 I Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#3 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other La y ( ) Depth Color Percent ) Gravel Cobbles& (Moist) Stones 0 0"-8" A 10 YR 3/2 Loam 8"-12" B 10 YR 4/6 Loamy Sand 12"-72" C1 10 YR 6/6 Medium single loose Sand grain 72"-94" C2 10 YR 5/4 Fine Sand single friable grain 94"-122" C3 10 YR 5/6 Medium single loose Sand grain Additional Notes: 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 12 r Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Dee Observation Hole Number: TP#4 2/28/2013 9:45 A.M. 400 F overcast p Date Time Weather 1. Location Ground Elevation at Surface of Hole: 12.0+/ Location (identify on plan): (refer to sketch) 2. Land Use Agricultural/farm land no 5-7% (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) clear glacial plain refer to sketch Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body feet>500 Drainage Way feet Possible Wet Area >500 feet Property Line 100+/- DrinkingWater Well Other p y feet feet feet 4. Parent Material: Glacial Outwash Unsuitable Materials Present: ❑ Yes No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: feet ele 5.7 (NGVD) feet elevation 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 8 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: TP#4 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Consistence Other Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist) Depth Color Percent Gravel Stones 0 0"-8" A 10 YR 3/2 Loam 8"-14" B 10 YR 4/6 Loamy Sand 14"-62" C1 10 YR 6/6 Medium single loose Sand grain 62"-80" C2 10 YR 514 Fine Sand single friable grain 80"-120" C3 10 YR 5/6 Medium single loose Sand grain Additional Notes: 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 9 of 12 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: TP1 98 TP 2 116 TP3 122 TP4 ® Depth observed standing water in observation hole inches inches inches inches ❑ Depth weeping from side of observation hole inches inches inches inches ❑ Depth to soil redoximorphic features (mottles) inches inches inches inches ❑ Groundwater adjustment(USGS methodology) inches inches inches inches 2. MIW-29 Feb. 2013 8.17 Index Well Number Reading Date Index Well Level 1.7 78-inches (Elev. 6.0) Adjustment Factor Adjusted Groundwater Level 3. Town Assessors Map Fema Maps Town Topography Maps Cape Cod Groundwater Map Other methods E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundal Y. 12 inches inches boundary: 120+ inches 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 10 of 12 Commonwealth of Massachusetts - City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. February 28 2013 Signature of Soil Maluator Date Racal Lizardi-Rivera November 2002 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Donald Desmarais Town of Barnstable Name of Board of Health Witness Board of Health Note: In accordance with 310 CM within 60 days R 15.018(2)this form must be submitted to the approving authority t y of the date of field testing, and i to the designer and the property owner with Percolation Test Form 12. 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 11 of 12 Commonwealth of Massachusetts City/Town of Barnstable NEW Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams Use this sheet for field diagrams: r >d �l 3 � A z 0. 212166sf•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 12 of 12 Commonwealth of Massachusetts City/Town of Barnstable Percolation Test Form 12 c� M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When filling out A. Site Information forms on the computer, use New Rushy Marsh Realty Trust,William F. Griffin, Jr. Trustee only the tab key Owner Name to move your 1541 Main Street cursor-do not Street Address or Lot# use the return key. Cotuit MA 02635 City/Town State Zip Code Jeffrey Ingram M McCourt Contact Person(if different from Owner) Telephone Number B. Test Results 2/28/2013 10:00 AM 2/28/2013 10:30 AM Date Time Date Time Observation Hole# Test Pit#3 Test Pit#4 Depth of Perc 30—46 inches 62—72 inches Start Pre-Soak 0:00 0:00 End Pre-Soak 10:14 15:00 Time at 12" 8:50 15:00 Time at 9" 9:45 17:12 Time at 6" 10:14 19:04 Time (9"-6") 29 seconds 1:52 Rate (Min./Inch) Less than 2 mpi Less than 2 mpi Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Raul Lizardi-Rivera Test Performed By: Donald Desmarais Witnessed By: Comments: Percolation rate of less than 2 mpi assign to the sand layers C1, C2 & C3. 212166pf.doc Perc Test•Page 1 of 1 HIGH GROUND-WATER LEVEL COMPUTATION Date: o? amp dfll3 Site Location: �57� �(Qi�7 y�• �T Permit: /3 7 / Owner: �(C//�J0- Phone: 2Contractor: /lol e.> ao// /GC /zA 4k-C- Phone: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. (depth is in feet below land surface) Date: mm/dd/yy feet below Is STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: �q A) Appropriate index well tea( B) Water-level range zone STEP 3 Using monthly "Current Water Resources Conditions" determine current depth to water level for index well. �b mm/yy STEP 4 Using Table of Potential Water Level. Rise for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 26) determine water-level adjustment. 1' 7 0 STEP 5 Estimate depth to high water by subtracting the 6 .5 water-level adjustment (STEP 4) from 0 measured depth to water level at site (STEP 1). NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file. monthly index well data: www.capecodcommission.org/wells.html i 3C..� � 3A L -• p534� � ��y a<. � -T. �� �6 artTI O oCv mZ � n z �51 O ps e cZ �e F 0 \� _ m�( (- 1 ...;.� .- l 11..per M F. ,w� O PTl ./ ' �3 CL'I 9 GdicF5� /_ V_ hI / p It1 6 i %1 �4 t 1 b'� yF,{.fi ✓Y s 6 1 . 1 c4 p n J n( 6 s �• � t� R -€ x_ l a per _ q+q a gr o ' 7aa53o z x RUS RSH 1232 Im ........... ------------- -- ---- IAL SHOPE KENO WHARTON ----------- ------------ ------- II 11 II li 11 ------------1 : ----------- 4- COW BARN ----------- ---------------- - --- ------------ ------ -------- ------ ----- 4t ...... 1 P,-- R 210 � I 3F>tnYCy j.iC Z °'m O gA7 >� r. �u gyy g 55`>z 2 cy g � o s i i i zz LL ZZtt r S 3 E E ° F p 2 N k I t tlt\A1� ��Y�Ns ��'�1•�, � �'t,� `. til ra i .. t ar 1 F Iz I I I`1 I i w3ir� E 4 i � ✓� W�1�4 � ( i i E itlI� iiF AV I4I1 I 1 �Ert 5 I k t l r. 9 w , �k � tid I �r n I � 1 a t a 1 m o Z, Li AN 1,71 — -- —� 3. -- i 4g a � I — I r I 1I0 I e_. - I I - - I I - $5ss: s isi;i}}!"fE°¢y¢a Sgi�P',i{Ei>?r.;tiRtiaY 3`Std[I[Ipi[1ai![tt`Iil(i IP tl((di Ei' y i 3 �'# #[;i lid r C t�.6 z � m { #P.t�d�ii`{i`P {jFPd #{a{PP E��ii y d{E�rtid}•?l�.}psi #ll# tiq ,�, }g#� P �s i#jaii�# �,j I�E ! I'# sE� IN _ - --- --- RUSHY MARS � AN st wi\1 k r S JAtY { o"�✓ BF �Y.v � q € .. r > .YFI t '. ca, A...ems ( §� � 9 �€ 1. 1 E i , €..i51 .i f l j I iyq � m 3 GREENHOUSE RUSHY MARSH FARM Project Directory: Index Of Drawings: LOCATION PLAN: rmr,F,..e SHOIE RENO WHARTON SHOPS K6 U:WIfARTON L-N P REI;OI O CIVIL ,,A BAL ail Vrtt[' .PJ.&--dy Iimd C.amvuana.+t�wvnmv8n ^fa eve T �'k`.7, +x ll r----- 8.wr6 �R.CnnMmrne04RSi ('Aesmu Hdl,NA(_.Gi q ` ! M}85 SO TeI IiAG9 GS1T1 1 _ g � �"+� � LANDSCAPExm - e� 1 H<STEF hO 6(H—ER L�N THAO HAYES C m"�"�' 114�Oi h ''" oyr 'ff J S... i 3U Thorne-SI 6U Wa [M Sven FilrrKld Wnnenum,tuea New Ynrk.NY I— ARCH-I.T E C l U R..A L AMl Cnver.BXee PmJax Direm+rv,I.Wa of _ =o 2032Si 131 fei 2 2 a91 t21f T 1 N - - R a I �e L ILHK ENGINES C(T10E'IlAL LIGHTING,LLG AZW fivMadu�.lbn + 5 - A GREENHOUSE/MFCHA fCAf/EI£(TR1CAl:/Pl.UA/D/NC "'A f g , PP xuia k Bey nv ch.xs ,gym xoerrw ` � �. CONSERVATORY a g. 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XM .NH UtI IU e YPc SIZE un(d�ymovenc4,nlcµ numm�, D D A,_ a� c1znA9uro Td nA9r Dv oar r - �`".. � ,y. �, �� �,� ,•�' _ a HOLM ESAaICGRATHINC A]„1 Invmr Ela vion. n,c+k A,a Mcclu,ddA M&cr 4 n,.,....�w,v o.�...� zo5 warrRr�.c��n un„A rrr T bt MW..� srvec A ; '{3 msg�,h r il�,�ndi MA osswFvN I1x ; 4i + ' KENNETH VONA CONSTRUCTION,INC. 11 Fm vad T` Wil,Evn AU 1N51 " ]tll.tllU.SSYY TeI. # � �< SCOTT REGOUNO .u'ap��a�kcF'_ A pL'n 4 47*I ' Priam,)o,..r, RrG.re.rrrriri. � 001 ]n1.5w.XV21 RUSH` ->< MARSH 1232 J ------ --L _ff - ------------------- ---- ---- ------------- ---------- 11 xz_ .5r 6-9 bi O SHOPEREN WHAKTON n> II .a.....roa II II_ y�. .�❑ n ---------- WORKBARN L.711 ER SFLOOR PLAN no ,,,� Ivl� ��'� oyp "p"Dz 40, ,Gf-D vI� MRA F RE 612'15vn 2�52 Page 1 of 1 Miorandi, Donna From: Reardon, Sean [sean.reardon@tetratech.com] Sent: Friday, January 30, 2015 12:49 PM To: Miorandi, Donna Cc: Michael Ford;jford21@verizon.net Subject: Rushy Marsh Farm Floor Plans Hi Donna, it was nice speaking with you today. Per our discussion please find attached copies of the proposed building floor plans for the Rushy Marsh Farm Project. Hopefully this provides a bit better clarity on the proposed use. Works P rmit u hav ha was filed Also, if you could forward a PDF copy of the current Disposalo s e yo e t t s in 2013 and send a clean blank to the address below I will coordinate with Mike Ford and get you a new Permit application. Thanks for all your help. Sean Sean P.Reardon,P.E.I Vice President Direct: 508.903.2430 1 Main:508.903.2000 1 Fax:508.903.2001 sean.reardon()tetratech.com Tetra Tech One Grant Street I Framingham,MA 01701 1 www.tetratech.com PLEASE NOTE:This message, including any attachments,may include privileged,confidential and/or inside information.Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient,please notify the sender by replying to this message and then delete it from your system. 1/30/2015 l Page 1 of 2 Miorandi, Donna From: Jeffrey M. Ford, Esq. Uford21@verizon.net] Sent: Friday, January 30, 2015 4:21 PM To: 'Reardon, Sean'; Miorandi, Donna Cc: 'Michael Ford' Subject: RE: Rushy Marsh Farm Floor Plans HI Donna, I just spoke with Sean Reardon at Tetra Tech who filled me in on your discussion. In terms of the Disposal Works Construction Permit, we received a call from your department last Friday about this. I went over the questions for the permit with your staff who indicated they would attach a copy of it to our filing and let us know if we needed to provide more information going forward. I am happy to drop by Monday morning and pick up a copy of anything you need us to complete. Just let me know what works best. Thanks, Jeff LAW OFFICE OF MICHAEL FORD JEFFREY M.FORD,ESQ. 72 MAIN STREET; P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1.900 FAX(508)430-9979 EMAIL Jford2l(c-�verizon.net From: Reardon, Sean [mailto:sean.reardon@tetratech.com] Sent: Friday,January 30, 2015 12:49 PM To: donna.miorandi@town.barnstable.ma.us Cc: Michael Ford;jford2l@verizon.net Subject: Rushy Marsh Farm Floor Plans Hi Donna, it was nice speaking with you today. Per our discussion please find attached copies of the proposed building floor plans for the Rushy Marsh Farm Project. Hopefully this provides a bit better clarity on the proposed use. Also, if you could forward a PDF copy of the current Disposal Works Construction Permit you have that was filed in 2013 and send a clean blank to the address below I will coordinate with Mike Ford and get you a new Permit application. Thanks for all your help. Sean Sean P.Reardon,P.E.I Vice President Direct:508.903.2430 1 Main:508.903.2000 1 Fax:508.903.2001 sean.reardon Dtetratech.com 1/30/2015 Page 2 of 2 Tetra Tech One Grant Street I Framingham,MA 01701 1 www.tetratech.com PLEASE NOTE:This message,including any attachments,may include privileged,confidential and/or inside information.Any distribution or use of this communication by anyone other than the intended recipient is strictly prohibited and may be unlawful. If you are not the intended recipient,please notify the sender by replying to this message and then delete it from your system. �I 1/30/2015 i - TOWN OF BARNSTABLE LOCATION' / e&lll �J SEWAGE # VILLAGEC �v t ASSESSOR'S MAP & LOT 0/7 00'7 INSTALLER'S NAME & PHONE NO. / /9�' ����� SEPTIC TANK CAPACITY �C/ , LEACHING FACILITY:(type /-(Z4a_ eo (size NO. OF BEDROOMS PRIVATE WELL OAR PUBLIC WATER BUILDER OR OWNER �,� S�'� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED- VARIANCE GRANTED: Yes No i i t P �I . _ 1 No....7K.--$-;.L l FE$$...3®....... . THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Applirativit for Dinpwi tl Workii Tomitrnrttnn Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (�an Individual Sewage Disposal System at: •.. l!n 5 .. Cat t'--t---------------------•----•--•---.....-----------...---........... Location- -address i or Lot No. CA e Owner Address a Vva1 to C.e w S ©S f��v :l 9Q Installer Address Type of Building Size Lot............................Sq. feet t Dwelling— No. of Bedrooms----------------- _______•____-_--__----__-._Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building _------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures _______________________________ _ _ W Design Flow....................................:.......gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity--___-.....gallons Length________________ Width---------------- Diameter................ Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area----------_.........sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------- ----------------•---••••-•---------------------------••--•-•----- Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ------------------------------- --------- ----•----•--...•-•----------•••-•••••-•-•••----------•----......................................................... 0 Description of Soil........................................................................................................................................................................ x V ................•------..........•-••-........_.............--------•----------------------•••-•...............----------•------------------......•••---------.....-----------•-----------•......•-••-•-- W x ----------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------•------ ------------ U Nature of Repairs or Alterations—Answer when applicable._.--._Ll%o.-___Q1 n d---Q______T..ff..----- ................. --------•---------------------------------------------------------------------------•-------------------------------------------------------------------....._.--•-•-----••------------••--•-........... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance as been issued by the board of health. Signed --------- -- -- ------------------- -----------_----------------- 71- Application,Approved By ........�� � � _.............................- - �.--�i-<--QI-S Date Application Disapproved for the following reasons- --- ------------ --- ----------------------------------------------------------------------------------------------------------- ------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------------- --------------- .....................---------------- Date Permit No. ------I..�j 5 ...... s Issued ' --. ................... Date NO.._1�2... C] b 1 / v v 7 FEB..........O. O d THE COMMONWEALTH OF MASSACHUSETTS N BOARD OF HEALTH TOWN OF BARNSTABLE Apli iration for Di-vipoottl Workg Tonotrnrtion ramit Application is hereby made for a Permit to` Construct ( ) or Repair (Ian Individual Sewage Disposal System at: ........................... .......... Location•address or Lot No. �-� ..............................•--........_ owner Address ...••... ---•-- ..........................---------•----- Iustaller Address Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------------._.._..-•----------....------•---- --..._........----•-••----•---•---•----•-•----•-•--••--•----- W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacitv............gallons Length---------------- Width________________ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area________-_------•-sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by..................................................-----•---------------•- Date............---•••-•--•-------•--•---- a Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P-' ----------------------------------------------------------- •--- •....................... .... ......... ...... ----------------------- •... ..... 0 Description of Soil........................................................................................................................................................................ x U -•-------------•------------•----------•--...-------------------•-------------•---•--------------------------------------------------------•-•--•----------•--------•---•••......--.............--•-••-- W ----------------------------------------------•-•..............--------------------------------...--- -------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable....... _ _._. ' . "kn'__P--..•.-. .s-_7`- -f'- ....• ---................ f .. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance,with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance as been issued b the board of health. Signed Y P P Y Date Allcation.Approved B .r.. .. t,�,�-- -^--............................................................. ...... PP PP Y ---- `�. Date Application Disapproved for the following rearonf: ...................... ................................................ . .................... ........... -- qDate Permit No. ...... .............................. Issued ............. q 5 Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Q-11e>r#tttcttte of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �) by ..........tom]...t-e.r_......L e-w.�..5.................................................................._------------------------------------------.............--------------------------------------- Installer at ----------- -- -`l...l........I ........$.. ...........cl ca.t c, . ...-.. ................ ---- ....... ............................................ has been installed in accordance with the provisions of TITLE 5 0. The State Environmental Code as described in the application for Disposal Works Construction Permit No. ------_ f. -... .. ..ter........ dated ... '.- ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE I..........I.. .. Inspector ................------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.... .5 :clP FEE..36:-C��-3 Miyotittl Works Towitrnrtion "rrmit Permission is hereby granted....... QG1-I'' ? .." w to Construct ( ) or Repair an Individual Sewage Disposal System atNo...... ....... ---•--.�5 1------... `c .i`' - ------- ---------------------•-----------••---------------------------•------•----........... Street qc� pp as shown on the application for Disposal Works Construction Permit No.-!tr__!? _5.._ Dated..... ..... ........................... Board of Health DATE...................... .................... FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS G i 9� �� � VV h t TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE-REGISTRATION / OWNER AND INSTALLER INFORMATION 4 ADDRESS:� � ' � .g �'� MAP O aT�PARCELINO. `OWNER NAME: kQ-0r VILLAGE: K` 1 J ` INSTALLATION DATE: BY: ADDRESS: �Ctk2 , NO. TANK INFORMATION ratA� .. " LOCATION OF TANK: CAPACITY -00 4A4 TYPE AGE A 4f,2 FUEL/CHEMICAL a�v TESTING CERTIFICATION E I PASS C ] FAIL DATE LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND \ . ZONE OF CONTRIBUTION , C ] YES C ] NOS DATE TO BE REMOVED Iq FIRE DEPT. PERMIT ISSUED C ] YES C ] NO DATE CUNSERVATION C ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. C ]C ]C 3E ] DATE -V1 i9-5 1ff PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD � Q z l xv y TOWN OF BARNSTA.BLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION OWNER AND INSTALLER INFORMATION ADDRESS: IT MAP NO. f PARqtL—N0--- -X— elm OWNER NAME: 6 - '�h) ��,/�J VILLAGE: "1 V��. � INSTALLATION DATE: Y� 1 BY: ADDRESS: CERT. NO. r. . TANK INFORMATION LOCATION OF TANK: . NORTNWIT e-h, e 2 ®f "Ad 1"✓ A';eA ("0 L-,46 CAPACITY I d 04 4A,. TYPE AGE dl� FUEL/CHEMICAL N!t:4; rMe, TESTING CERTIFICATION C ] PASS C I FAIL DATE LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C ] YES C ] NO DATE TO BE REMOVED _1qqA FIRE DEPT. 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IPATTORJ TERIAL&PATTERN yide�� 9'.,18" J'Lq' I]'-51 ,J'.5y' S.9a. 6i.lei� I,. v wv®,w° "va•�q� ,'S"1'6• 2'0" 3'-9" 3'.9" y'"10" 2'0" 1 0" r.m.w aoo. ______________________________________________________ _ TE WALL BY M.W. 00RD ____________ _ 6�i w xatlbw:emW. a --©--- -®- W/LANDSCAPE.STONE VENEER i„..--___❑ ______________________________________________________________________�_____ BARN " sr ua®m�m __ J m A®m STONECD-FTANER WITH COW STONE BASE.C—LF"T sc � T.O.WALL,SHELF& HICKNESS AB ABOVE ABOVE-----ABOVE BOVE--fN-------------------------FINFL.-- -- ABOVE �- A1111-- ABOVE--- --ABOVE---_ABOVE rAS REQUIRED.SEE ELEVATIONS u t E TRACK OF 0.ECf55E0 `ROLL INSECT SCREEN EIN ;T ❑ I Q, pn -w -- _ --- -- - b' 8,2'PL 6v 6T <6v> 1015 Sre A]031 ABOVE n DN �/ _�`-- 1 1 m A. 6 i i i ;V ABOVE ,l A)OJ B M ry [16_L ��_--- - _ _ nlao]see A)oz r 4 ___� _ III ea[ 1 '1 A 9'-6 M 9'.R° §3 64 9'.6' ii .�i � ].0 I__J� 6 116° � 6�"16° � ]3� I "BE ' ::o , f ^ O ABOVE <0 ABOVE [ 2.11 3 ¢ 6f�'fll} i� { J r T —, � R.+e•mw.;i.„i<mor.oa. A701 b III �I ABOVE nABOVE i m a i i m � InI ?j - Brea,aoom II 't" I SHOPE REDO WHARTON �- •a i 103 S-A]01 la __ 1 [[ i --46 `,9FN FL _t-� �• � - 1 , A �l I \ -w rMPnewutlart^+_®^ r.,o,.es[ x5o r ABOVE, b I) i SEWERTO b a�2 3 b16• a]B• I-_�_�__IL GfEASE j p vN .._ _...._I INTERCEPT— COORDINATE _v AT-1 c ABOVEi n N 6Y - __-! Rd eE.O QifcP01m,�[Lay w 8 Details. ^ice SKrciren 'Fl- Lp C Cw/ a FIN.Fl. 6Y - 61 --_------- i 6V by 6Y ;c e ui -�r ,gI- ,16 hY _______rra _______Pr-iM[_FL___ 6Y -------------- ------ A 4i1095¢AJ03 li-0' j K K r ______ _____________________ iI _ I; b _ _____ __ _- _______________ ___________ _____________C_ _�y ___ _ ________________________ _ _ __ _ __. ; h;✓ i E S ; _ - ' 6• Is \ H�0 OFP€CT16� EKHUAST _ _-- BO E ❑ m BOV i ABOVf Elecbical 0.m a A e A t� (B'Dial 503 1 -a O a em A n ABOVE ABOVF pa m Afl VE AB VE AS VE w;n DN ON 16B pN AB VE AB VE ABOVE A VE _ _____________ --------__________ FI^fie O --- N FL UIIB�Room FIN.FLIo FIN.F SITE WALL BT .W. q LJ Enl J.ly� l,ll $y,� 0" SEE LAND APE - TIN.FL. AI02 V O - JB �ly,�, ]0 � anmouunoxoc.woreaswwxaanauaawanrrs. - - s COW BARN �F1'Nv' SEE L.A.PLANS I 4 FOR MATERUL - s PnrtEaN I `I I 1-5`V-6- 2'0" 2'.lk 3'.9' b'-3b 1.y. 3'.IOB' 6�.1. ,0'.0• 6'a• S-1• '-21,.Y,`4 3-.9. 5.016' 3'9" 2'-I A' 2.tY 1- 6,V, 6'J, 3'-3' 11- (r lP,>.0s.,t Ireu<e fw conrnu�Bon I x e FIRST FLOOR PLAN FIRST FLOOR PLAN no va••ro' , 6B,.TN R l r < 1912 RUSHY `ARC MARSH 0. G ' � V Cotai[, Massa chu o A oa P�MaeO 1232 CT wowwOTBs OF m it \�/�q �� _,_der.,.a.�.>..wzm._,�n•�emu.P,�e..au��. 1 it It M110 0111111 1 1 11 F--r-It it -fi-it JL---------------------------- --- - ------------- _-_- -fY-�-Y;--I-- —f----�1 -_-_-_- ---I1-___I _ L 1=a I —h-t- -_r_____ ____________ JIJ- --L II I,I _ ____S-_E)RIO N5 --------------------- n fi r-_____-1L ____ lMUn EXHAUST. LOU— SEE OPN TO BELOW OPEN TO BELOW -------J __________ ----- IJ IIII1IIII IIII1IIIII sS HO�.nPEe.n u.Rn EN.,.,a ... O,wu�n..W,.x..a...aa-wHu,.. •..A. R T.,..: sOa N nNu JI > I I Taa A - ----------_- ;-----_------------ �------------ ----- ------ ------------ _______ ____ X7-" ----- ----- ----- '--------------- = ---------------- — J _ iL -J I I I I I I I I OPEN TO , I I I BELOW I I I l � I I I I � l i " .a.wQ...roxorvwre.o+owxarvx.we.+m. I I I I I I I I I I I I I ---------- ----------- COW BARN Ilc II �i1 ATTIC FLOOR PLAN 'i ATTIC Fioox PLAN y { t0 I B Alt t A 9,a NOTES: RUSHY MARSH 1.REFER TO DRAWING E000 FOR LEGEND.SYMBOLS AND GENERAL NOTES. FARM 3 Z.REFER TO ARCHITECTURAL I INTERIOR DRAWINGS FOR ASSOCIATED NOTES,MOUMING DETAILS,HEIGHTS AND EXACT LOCATIONS OF ALL LIGHTING,RECEPTACLES.DEVICESANDEOUIPMENT-NOTIFYARCHITECTIF THERE ARE DISCREPANCIES OF DEVICES PRIOR TO ROUGH-IN. Cnt��it, Mars✓rh u..rtt� 3.CIRCUIT NUMBERS ARE DIAGRAMMATIC.THE ASSOCIATED CIRCUIT NUMBERS T ARE APRIED TO EACH FD RE DEVICE AND PIECE OF 1.232 Z EQUIPMENT INFERS INTERCONNECTING BRANCH CIRCUITRY, J I 4.FEEDERS AND BRANCH CIRCUITR MAY BE TYPE SER AND NM CABLE ' "^^' --�'• -' -' '^"^""-"f -- Y INSTALLED IN ACCORDANCE WITH NEC ARTICLES 3b69%.PANEL FEEDERS v...L r..2 SHALL BE.—..CONDUIT. J " ..UG,TNG FDITURE9 FEED THRU RESPECTIVE LIGHTING CONTROL PANEL- „ . 1.... ••J �: 7 ,1'-: EC SHALL COORDINATE WITH MAVERICK INTEGRATION CTEL.O BBl3)6T222) fi;: FOR DETAILED WIRING DIAGRAM AND LOAD SCHEDULE BY LUTRON LIGHTING CONTROL SYSTEM FURNISHED AND INSTALLED.REFER TO DIVISION OF RESPONSIBILITY NOTE BELOW. 1 t : REFER TO DRAINING E400 FORALA IRE RM LEGEND.DETAILS AND SCHEDULE. FOR FIRM" _ , -Mq ORING.OF THE'KITCHEN'HOOD'FIRE'SUPPRESS,ON RE ALARM ANOCOMBINEDSUPERVISORYI TROURLEI' E. !( r� ILLUSTPATED ON THE DETAILS ON DWG.E3WNG OF SHUNT IP POWERAVAIIABIlRY A3 .. Do. o Rso �o Ex BS PAS : WP C -- �� FRANCP3 __. KNEELAND -Ds te.. ' ELECTRICAL Aillm Fg{g 1712 VI�ISVI TKIN TO T.B.D. RACK K E _......... :__ .. ........ I I % ---NOTES ERA r:. . .. LB123 COCA mW,.. : r r: ( FF W .R2 R3 R2 -97 LDnno O O O asp V � I Q m- J s 29 30 N­2 f / 1 51 w. .... 1$® ySEE OTE 1 a3T' ,?1�6 ENGINEERS mill a UGIlI,NG LONSIRTANTS 1- -.:. `/ ZONE SEOUENCE:SEE _1M3 - — Ie vumnu mm swnl w.e.ac.R row NOTE..mPICALJ��--.� .- ." :'..J �.i T' -_...'I-- . 28 - F>-- BOCE4 C '.._ .. _ ...... .- _... $7 _ ___ ..- 1 . 35 v - — — Q _ E��.. .._. _ / A Q - 3Om[] 1 .Q. 1� •--r—` O P E RE i ...._ ( .... ... .. k __ -61 Jwn: .. } ,9T t�� Q o- �� :. .. S H�,..d....,m..N O }{ _ _ WHARTON i t� n0)£ :4T .... ELEC ICALCONTRICTO OMOVIDE F Ft C Z! NECESSARY WIRING FOR SHUNTTRP i - S FI PANEL•CBt• OPEMTION EQUIPMENT BENEATH HOOD FIX, VIA FIRE SUPPRESSION SYSTEM Cv Ti B/g� tc zs Q p)sEPARATELr x.a i ._.�.� J t! cONITtOLLED CIRcurtS FOR FUTURE LANDSCAPE LIGHTING. '.� wr+. LIGLITINO CONTROL PAN SFE NOTE S. KITCHEN El7U1PMENT SCHEDULE I ......................': -..__. __._......-; : EL O PONDER SW RCE CONNECTION DESCRIPTION BRANCH CIRCUIT REMARKS ELECTRICAL KVA VoLT PH WIRE PANEL c/B FLEX JB RFSJ ........ ..... ......... , WALXiN GOOIER a ,Z0 t 3 CB2-1 20W1P 2tl12a 1tl120.-Y.O - - NOTES { COW BARN FIRST FLOOR PLAN z EVAPORATOR COIL 3 LB22 -VIP ztlloa+tl+oc.i:•c - % - % 30A DISC.NEMA 3R ENCLOSURE 9 SCALE 1/o t lY 8 LAND COOKING SUITE - I2O61120 3 < CB2-3e 1 ST2P I NOTE 10 a DIVISION RESPONSIBILITY IS EX,IADSTHDDD .a 1zo1 3 CI-3 -VIP! 2Al2-12G. - X - - NOTee C01Y BARN ALL LINE VOLTAGE WIRING SHALL BE FURNISHED/INSTALLED BY EC.ALL B FIRE SUPPRESSION SYS. 1.8 11. I 1 3 E8 -HP 1tl12G.-yC - X - - NOTE) un.N.0 Lwlulu Hlx co�iTx0lTlaw LOW VOLTAGE LIGHTING CONTROL WIRING WILL BE FURNISHED I INSTALLED 2aAHP BY THE LIGHTING CONTROL CONTRACTOR. ,5 COMBI OVEN .e ,20 t 3 CB2-10 ST .12a1P12G. - - % NEMA S20R 15 COMBI OVEN E 120 1 1 3 CB2-14 20A/1P 12a1tl12G. - - % - NEMA S-20R 1B EXHAUST HOOD e 11 ZI1 1 1 3 ! CB24 ,2a 2G NOTES 21 REACIHN FREEZER 1.1 3 I C821 �. f 2tl128,pt2G. - % NE MA S20R ZB ...DISHWASHER ).B 2 1 I 3— CBCBB SON2P 2,a&uHw. I c78 UC.DISHWASHER 8.8 200 1 j 3 I C32-Z2 SOAI2P NB81.— x x g r 29 STONE HEARTH .3 120 1 3 I CB2-11 ZO IP 23t261A,2G. % I % I - - 3o vENr/FAN =! ? 3 c32-v 2oA/1P —2a1P12G. - x - - ' 30 BACKBAe REFRIG. ! 1.2 ! 120 1 3 CB 5 2—P 2tlt2 a,tl12G. - - IT NEMA5-20R 37 BAR TOP INDUc.HOB 1.9 1m 1 ! 3 Cl2-20 s P j ztllo a,tlloc. - I x - W 3B I REMOTE COMPRESSOR .5 3 . C Zoe 1 I j B2-2e 13 tP z 11tl1DG %c- j I I - x !—NELw3RDISL. l 4 NOTES: 1.BRANCH CIRCUIT WIRING METHODS SHALL BE AS NOTED ON THE DRAWINGS FOR THE APPLICABLE LOCATION, 2.•FLED[•-DENOTES THAT THE FINAL THREE FEET(MAXIMUM)OF RACEWAY SHALL BE FLEXIBLE METAL CONDUIT. UWIDTIGHT FLEXIBLE METAL a CONDUIT SHALL BE USED FOR ALL APPLICATIONS BELOW COUNTER HEIGHT, 4 3.•JB•-JUNCTION BOX DENOTES FINAL CONNECTION TO BO%OR CONTROL PANEL PRE-WIRED TO THE EQUIPMENT.BOX SHALL BE FS TYPE. ELJ C^1ti(;t>,E. 4.'RE C-RECEPTACLE IN THE NEMA CONFIGURATION NOTED. )DIP Sl.D_1 C)OR P:l I N 5.ALL 15 AND 2CIA 12CIV RECEPTACLES SHALL BE GFCI PROTECTED. E B.DISCONNECTING MEANS FOR APPI U NCES SHALL BE IN ACCORDANCE WITH NEC a22.31.PROVIDE LOCKING PROVISIONS ON THE ASSOCIATED CIRCUIT BREAKER WHERE RECEPTACLE { CONNECTIONS DR A STANDALONE DISCONNECT ARE NOT SPECIFIED.LOCKING PR WISIONS S—L BE UI LISTED AND p, a4 �. REMAIN IN PLACE WITH OR WITHOUTTHE LOCK.T.PROVIDE JUNCTION BOX ABOVE FIRE SUPPRESSION SYSTEM CONTROL PANEL AT ee-A.F.F.FOR CONTROL WIRING TO FIRE ALARM AND ELECTRIC SHUT DOWN.PROVIDE THE FOLLOWING WIRING/CONDUIT FOR INTERFACE WITH FIRE SUPPRESSION SYSTEM: '( } ,1 BUILDING FIRE ALARM SYSTEM I A.)KITCHEHEN GAS SHUTOFF VALVE �I .)KITCN EXHAUST MOOD tl)a 118.EXHAUST FAN SH BECOME ENERGIZED(KEF-1)UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM.MUA-I SHALL BECOME DE-ENERGIZED. 1 SU)PSHUSSION TRIP SYSTEMT BREAKER E OE CONTAING KITCHEN WITH REQUIREDEQUIPMENT NUMBER CENTER POLES.LOCATED BELOW EXHAUST HOOD.THE CIRCUIT BREAKER SHALL TRIP UPON—TVATION OF THE FIRE - �' B.PROVIDE CONNECTION TO HOOD MOUNTED SWITCH PANEL FOR FAN ANO LIGHTS.REFER TO MECHANI—SCHEDULE FOR KITCHEN EXHAUST FAN INSTALLED ON ROOF. 9 B.DOOR FRAME HEATER,LIGMTSWItCH AND VAPOR PROOF LIGHT FIXTUgEMEPRE-wIREDTO WALK-IN BOX.EC TO PROVIDE CONDUIT.SELL OFFS ANO BRANCH _-_.__—.----------- { I II EC TO PROVIDE CONNECTION TO ISLAND ASSEMBLY PRE-WIRED LOAD CENTER,SUPPLIED AND INSTALLED BY MANUFACTURER, REFER TO ONE-LINE DIAGRAM DRAWING E001 FOR i t ADDITIONAL INFORMATION. f � a: 114'= 1'-0' I 0 4. 8 b j LIMIT OF BORDERING VEGETATED WETLANb py/w/77MR/M COASTAL BANK(DEP ONLY) • • 100'tONSERVATION COMMISSION JURISDICTION • � �-� LIMIT OF . SUBJECT TOCOASTAL STORM FLOWAGE PROPOSED BUILDING LOCATION FEA � PROPOSED WALL LOCATION PROPOSED GRAVEL TRACKS T Milli ....... I VVIETLAND RESOURCE AREAS SHOWN ARE AS APPROVED IN APPLICATION(DEP FILE NUMBER 00375107). BARN ---------------------- ��>� °� �,` '\`.i.'.����'t/a'1.{ � �; •�� � I �� r° .i%i�.`. ��,1�/.!.`soli y�.�,y� - r: ,�� �■ " I�til �41 ry ' mow P FA1• CONSERVATION _ r� �1. � .�i�l nil ♦ /{aY� ���* � nON EXIST WORKING BARN " rw 4 NewRushy Marsh Realty Trust ProJect.No.:, 11 TETRA TE CH w 9 Rushy Marsh Farm Improvements •_ 3/5/2;115 www.tetratech.com Site Plan One Grant Street Framingham,MA 01701 Gj Y 1' •IG 111 1' 11 66.71 � � l � N140 40"0Z"W� � �5 `�' ii r JAG L=67.50, R=150.00 # '105. 1 2'p'(" N640 1 ' 23."E =40 = e\ EXI'STI G RESIDENCE 1.86 39 09� N300 31' 15"W 'I, (NOT C�ECTED f� ° , 00 o TO PROPOSED - N19 11 5 W .39 216 -' ,- 88.55 .,,."',,SE.F -IE--SYSTEM ` N19° 59.3v7 48'45"W 40.00 COW BARN r " IN `= f, GREENHOUSE EEO f S17° 17'.20, _ 8. \ i FARM �� N050 39' 39"E A,\ , OFFICE 293.15 AN, Lu . WORKING o`N'2USITY MARSH 1 n BARN ao POND 'o cam) ocoN14° 07' 07"E rm `s ! I 333.92 N58°43' 10"E 166.97 N41° 35' 02"W 166.51 aE co N4 1° 42'47"W i I F f 153.58 / Rmff= _ SEE SHEETS: ' YJ CC -3 C-4 \ i o -c IM o' M o co !t �' S140 47' 55"W ` / \ 202.55 5 #� S200 50' 19"W ---- e 121.43 t. r e � ! GATE HOUSE o 66.71 N140 401 0Z11W� L=67.50, R=150.00 mow_ r105. 1 // isi640 1.86 EXIT" G RESIDENCE �� d . . 40�9o-B E O �� N300 31' 15"W NOT CO �CTED 09 16.00 0 TO PROPOSED N19` 11' 5"W 39 r 2 r88.55 SE-PT,4Q-SYSTEM, 59.37 48 45 W .f ✓, 40.00 \\ f comma _� t �. \� S'`"'cY _„`'^.'r.u....w,....n... '^-..ate-.-^e.....». ,...✓^ 0 COW BARN E . - "` , 0 E N f F e, '{ l GREENHOUSE f S170 17' 20,' 8. i FARM �-� N050 39' 39 -i OFFICE 293.15 cn 2USITY MARSH \r ,�°� o WORKING �r c`�, 10 n \ a BARN L6 «, m POND j4 M o N140 07' 07"E o' ^ I f N58°43' 1011E 333.92 166.97 N41° 35' 02"W — i I 166.51 Tr� o m n. j M ...._ ' f - r ♦ N41° 42'47"W ;� �o j f 2�53.58 z 1 SEE SHEETS: iu C-1, C-2, C-3, C-4� \ cc" M \ � 6 C A' (� o ' S140 47' 55"W / f \ 202.553 19 / = 121:43 � j I i GATE HOUSE �' New Rushy Marsh Realty 100 Nickerson Road Marlborough, MA 01752 Rus arsh Farm Im rovernents Phone: (508) 786-2200 Fax: (508) 786-2201 arm ouse isposa ys ern ons ruc ion ermi www.tetratech.com PROJECT LOCATION: CLIENT INFORMATION: S030 47'08"E SHEET NO.: SHEET TITLE: 1541 Main Street New Rushy Marsh Realty 60.00 Cotuit, Massachusetts 02635 One Boston Place, 37th Floor C-0 COVER, SUBJECT PARCEL AND KEY PLAN mARSH C-1 FARM HOUSE SITE PLAN AND SEPTIC SYSTEM LAYOUT Boston, MA 02108 -2 C SEPTIC SYSTEM CALCULATIONS, PROFILE AND DETAILS CLIENT PROJECT No.: Tt PROJECT No.: ASSESSOR'S TAX MAP AND LOT NUMBERS: A 143-89057-14003 MAP 017 BLOCK 007- 1541 MAIN STREET CP MAP 018 BLOCK 106-0 WAQUOIT ROAD _R 255 RUSHY MARSH ROAD MAP 018 BLOCK 107 ,a MAP 018 1 BLOCK 108-0 RUSHY MARSH ROAD -0 RUSHY MARSH ROAD PROJECT DESCRIPTION NOTES: MAP 018 BLOCK 120 ME 0 MAIN STREET 70 MAP 018 BLOCK 121 S670161 11 GENERAL NOTES: —11475 1W 1. STREET NUMBER: 1541 MAIN STREET 3" 2. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODET C VERTICAL -0m DATUM OF 1929(NGVD29). ;F� ­g 3. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, MAINLAND ZONE, REFERENCED TO THE g" g NORTH AMERICAN DATUM OF 1983(NAD83). -K, ISSUED: zn; November 4, 2015 - Disposal System Construction Permit hi" VARIANCES: February 5, 2016 - Revised per BOH comments 19.98 -1 TO ALLOW REQUEST RELIEF FROM CHAPTER 360 ARTICLE 1§360 R-111i ,�, Kl R�_ EXISTING SEPTIC TANK NEW DISTRIBUTION BOX, SOIL February 12, 2016 - Revised per Comments at Public Hearing ,*v gg ABSORPTION SYSTEM &CONNECTING PIPING WITHIN 100' OF A "Fan 410 1 �"A COASTAL BANK AS DESCRIBED BELOW. N ..22--, REQUIRED PROPOSED OFFSET OFFSET S N �T, 100, 35' RI EXISTING SEPTIC TANK PROPOSEDD-BOX 100, 78' 01- S120 22'32"E 6.83 PROPOSEDSAS 100, 77' Mom U, LEGEND LOCUS MAP: ow k PARCEL 017-007 0— PER ASSESSOR INFORMATION (67.57 ACRES) 1 -40 19,R= "We 0 W EXISTING F 7V 4 Rir 41W 90 11' 15 VIM%, Al ova 48.55 f A6W pt/, 90 11 18'45"W 40.00 Pi COW BARN )'ART OF ,ATION) THIS APPLIC Y N -ION) GREENHOUSE (NOT PART OF N050 39'39"E THIS APPLICATIC IrE 93.15 IS S 0*E­ d 1.92 BOUNDARY OF RUSHY .50 -.94 MARSH FARM SITE '04 RUSHY MARSH / POND TOTAL AREA 92.5 ACRES 10 N410 35'02"W L 279 R=931.56 166.51 co FARM OFFICE 00 / jt A ;W1 (NOT PART OF 'T i. Alf 0 t 43' 10"E lo CV-) THIS APPLICATION 'Poo- - _L� 166.97 _2 V A L ;7� ku N410 42'47"W 7 253.58 cy) 0 C15) 0 1, 110 V V S140 47'55"W Pt 202.55 ills kk, Itp 461 0fr S200 50' 19"W GATE HOUSE 121.43 'IT-V (NOT PART OF 'k THIS APPLICATION) Min 400' 100' 200' 4 0 i­ X'41 SCALE: 1" 200' 0 low 2OW SCALE:1"=2OW hy M P F H D is t C t t P t 1 2 3 4 5 6 7 E N _ 8 GENERAL NOTES: (� •� " W .., o Q CD QS 1. DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE. w m o to 2. NO CHANGES ARE TO BE MADE TO THE PLAN DURING CONSTRUCTION UNLESS APPROVED BY THE DESIGN ENGINEER o AND BOARD OF HEALTH. go F 3. A COPY OF THESE PLANS MUST BE KEPT ON THE SITE DURING THE TIME OF CONSTRUCTION. N Imm 4. ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY UNDER AND 5'BEYOND THE PROPOSED w r°°• `� -- -4 DISPOSAL AREA. THIS AREA MUST BE BACKFILLED TO ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON-SITE Co - -�- ,! S F OR IMPORTED SOIL MATERIAL,CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL,FREE FROM '` ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES.MIXTURES AND.LAYERS SHALL NOT BE.USED.THE FILL ai `� MATERIAL SHALL MEET THE REQUIREMENTS OF TITLE 5,SECTION 15.255(3). c 5. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS Q. THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE. --- __._ - ---- - --"' �- '� 6. ALL PIPING TO CONSIST OF POLYVINYL CHLORIDE PIPE(P.V.C.)SCHEDULE 40, UNLESS OTHERWISE NOTED. 1t �O/VF 0�/F �� 7. THE LOCATIONS OF ALL SEPTIC SYSTEM COMPONENTS SHALL BE STAKED IN THE FIELD BY A REGISTERED LAND - SURVEYOR. kil 3 r � 8. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. c�= N o 1Ar •O) ENTRY ROAD WITH HIGH USE TURF'' r � Jr 9. THE CONTRACTOR SHALL COORDINATE INSPECTION OF SEPTIC SYSTEM INSTALLATION WITH DESIGN ENGINEER AND a c �p6Z 3.WIDE WHEEL STRIPS.- -�. - LOCAL BOARD OF HEALTH PRIOR TO BACKFILUNG. o .- -'.--`` `• ~ ` _ --- _ - -- _ ' 4 - _ --- 3'WIDEriNITDDLE STRIP �` .; r�r�" '...•�w" ' RFc1s�ti� -- _ _ - - ------ -,. -I " V EL EC \ 2.5'WIDE EDGE STRIPS �- �-11 fir•/ _- 10. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION,THE DESIGN ENGINEER SHALL PREPARE AN AS-BUILT PLAN OF _ 1 4 PVC E E (TYP) -' -- ---" THESYSTEM E _ - -� - - -- --_-_ ..._.�. � -� 2-1"PVC ELEC(1 OVER 1)-- � 1 -22 PVC ELEC - -- �' _ - FOR SUBMISSION TO THE LOCAL BOARD OF HEALTH.THE CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE 1„ - - _; -- - � ~- - '"'" TO THE DESIGN ENGINEER PRIOR TO BACKFILLING ANY COMPONENTS. - --..T•-..,: =~�-=- -' _ _ = 4-14 PVC TEUDATA(2 OVER 2). - `� - 11. EXISTING UTILITY LOCATIONS HAVE NOT BEEN VERIFIED. PRIOR TO THE START OF EXCAVATION ACTIVITIES THE D EP A S t A BANK \ l `! f -"` CONTRACTOR IS TO CALL DIG-SAFE AT 1-888-344-7233. GENERATOR \` r- t - r - w """'"�` � ~' rr,,� - `/� tR A 12. CONTRACTOR SHALL REMOVE PORTIONS OF THE EXISTING SEPTIC SYSTEM THAT ARE NO LONGER REQUIRED. STALCQ -ORL - .- DI tNATER LOOP • CONNECt�TiON HYDRANT WITH 6"DI LATERAL SOIL EXPLORATORY TEST PITS - `'�-- _,, ••''"'�- , -- __ _ . 1r+�RtNQUICKS• COVE CI jRCLE j • `. _" :\ AND 6"GATE VALVE `` " ,� j r (SEE SHEET C-2 FOR --• � � \ / � � � TEST PIT LOGS) EXISTING FARM HOUSE GRAVEL PARKING AREA • -= ..�� �- ' "' (34'x 62') FFE=13.1t 8.0' -- 3 BEDROOMS r--•••i D /} f ) j (330 GPD) 23' ( I / RESERVE 4EA --''- 4 {{ I (W x 48`) 1 / p i 2"BLACK POLY (200 PSI)WATER 1 _ j CLEANOUT O t CURB STOP 2"6AS g, v� m ' { EXISTING FARM HOUSE -- FFE - 13.1 t 04 o z / ('� ABANDON-EXIST. ,0. -- „J t J f G f I �t �! # LEACHING STRUCTURE r� — —— --_ D-BOX O pp # EXIST. 1,500 GALLON i RIM=10.8t l I � � � � 1 SEPTIC TANK TO REMAIN • -37 - \GAS METER i© t ~Q O I 66 LF-4"PVC ¢ " ' '` .~• , i____ INV IN=8.97 1 J w I �' '�`•�. l INV OUT=8.8Q S=0.010 _ _ WATER METER O l I 7 3'x6'LEACHING CHAMBERS w U i I \ WITH 30 INCHES OF STONE 1 l DISTRIBUTION BOX SON ALL SIDES 20"DIA. INSPECTION COVER(TYP.) O mCr C 66'-4"PVC I f �? '' �= w 1. S=0.010 78' O I r f ''' 4"PVC a o >- i l' �• l l j Uj MIN.S=0.010(TYP.) V Co (D oujw __ - BENC~MARK ON CONC.WALL -_--_________ ____ - -" - ELEV. 7.67 �. ST. 1,500•GALLON a _ SEPTI TANK TO REMAIN / Ex T. IN our=9.63 .: _ _ _ -- -- -- r ? SEPTIC SYSTEM LAYOUT ¢ o 0 o l 4"PVC -- --' 1 = 20 o 0 `W ~ '` 7-YxV LEACHING CHAMBER ¢ : 1 \ MIN.S=0.010 Z ` , \ (TYP-) WITH 30 INCHES OF STONE N \ �� ALL SIDES UJ (SEE DETAILS ON SHEET C-2) w o r V! +' M .Nr ol E O O } i �. to i CO) \ r i r �= E � U CLL O) V' w i ^ . ' C Cc LL Co E CU ILLM CD Project No.: 143-89057-14003 FARM HOUSE SITE PLAN a A .�n - 2�' Date: November 4,2015 CD a Designed By: SJW Drawn By: Si T Checked By: SPR d; F 0 1 V 20' 49 C� 1 O 0 SCALE: 1"=20' v ch ���� Bar Measures 1 inch 1 2 3 4 5 6 7 TEST PIT LOGS DESIGN CRITERIA FINISH GRADE " � <�, 12 SQUARE OPENING �~ <N`+ WITH WATER TIGHT COVER 0_41. C Q � -1 NUMBER OF BEDROOMS=3 2"LAYER OF "TO "DOUBLE WASHED STONE 20"REMOVABLE ACCESS COVER w 2 1 DEEP OBSERVATION HOLE LOG.NO. (TP ) EQUIVALENT TO 330 GAL'S/DAY OR MIRAFI FILTER FABRIC(OR EQUAL) (SET MIN.3"BELOW FINISH GRADE) a; m Co COARSE FRAGMENTS%BY ALL FABRIC SEAMS TO OVERLAP MIN 12" z v REDOXIMORPHIC FEATURES 6"O.C. GO 20 X SOIL SOIL MATRIX SOIL VOLUME SOIL + DEPTH ELEV. SOIL GARBAGE DISPOSAL UNIT: NO 3x6 LEACHING CHAMBER HORIZON/ COLOR MOIST TEXTURE CONSISTENCE I10. (INCHES) (FEET) DEPTH COBBLES STRUCTURE LAYER (MUNSELL) (INCHES) COLOR PERCENT (USDA) GRAVEL &STONES (MOIST) "TO 12"DOUBLE WASHED$TONE I I 2-0 � F LEACHING AREA-CAPACITY REQUIRED:330 GALS/DAY o 04 0 10.1 SIDE AREA PROPOSED: 111 SF C14 0-6 9.6 A 10 YR 3/2 WA N/A N/A LOAMY SAND TRACE NONE GRANULAR FRIABLE BOTTOM AREA PROPOSED:381 SF 1'-0"MIN. V-0"OR 2'-0" W 00 TOTAL AREA PROPOSED:492 SF 4"PVC INLET PIPE w FINE SANDY 1-3% MASSIVE FIRM IN S-14 8.9 Bw 10 YR 5/6 N/A N/A Ion(TYP.) 3 O N/A 3 6 LOAM °� PLACE/FRIABLE PROPOSED LEACHING CAPACITY:364 GAL'S/DAY - I- t1 14-120 0.1 C 10 YR 5/3 N/A N/A N/A LOAMY SAND 3.6% 1 3% MASSIVE VERY FRIABLE -- WATER SUPPLY:TOWN 1_�o TOP VIEW RISER SECTION ii NOTES: OBSERVED GROUNDWATER SEEPING INTO PIT AT 116 INCHES(ELEV.0.4). O ❑ • n SEPTIC TANK REQUIRED CAPACITY:660 GALLONS MINIMUM SEPTIC TANK CAPACITY PER 310 CMR 15.233(1)(A): 1,500 GALLONS DEEP OBSERVATION HOLE LOG NO.2(TP-2) - t EXISTING SEPTIC TANK CAPACITY= 1,500 GALLONS 6„ COARSE FRAGMENTS%BY " ` " , " (1)4"DIA INLET A, REDOXIMORPHIC FEATURES 2-6 3-0 2-6 SOIL SOIL MATRIX: SOIL VOLUME SOIL DEPTH ELEV. HORIZON/ COLOR MOIST TEXTURE COLOR PERCENT GRAVEL SOIL CONSISTENCE 8'-6" '"'-�1 " PLASTIC PIPE SEAL (9)4"DIA OUTLET (INCHES) (FEET) COBBLES STRUCTURE LAYER (MUNSELL) DEPTH {USDA) (MOIST) {tNGHES) &STONES 2"1 �� PLASTIC PIPE SEAL O 0. 9.9 CHAMBER INSTALLATION DETAIL 11" " s14 sncy�s� 0-6 9.4 A 10 YR 3/2 N/A N/A N/A LOAMY SAND TRACE NONE GRANULAR FRIABLE N.T.S. FINE SANDY FIRM IN a 4ti p6'L 6-14 8.7 Bw 10 YR 5/6 N/A N/A N/A LOAM 3.6% 1-3% MASSIVE PLACE/FRIABLE 3 (TYP.) s; i O LOAMY D 3-6 1-3% MASSIVE VERY FRIABLE s " $ 14 120 -0.1 . C 10 YR 5I3 WA N/A WA LO SAND % {-+-1-6 ^'",._. . ALL OUTLET PIPES SHALL ReG���� E BE EQUIPPED WITH Ess� NOTES- OBSERVED.GROUNDWATER SEEPING INTO PIT AT 114INCHES(ELEV.0.4). O a POLYLOK FLOW EQUALIZERS 1'-10" COMPACTED SUBGRADE 6"COMPACTED GRAVEL-BORROW DEEP OBSERVATION HOLE LOG NO.3(TP-3) --' 1'-0" MASSDOT SPEC M1 A3.0 TYPE C REDOXIMORPHIC FEATURES COARSE FRAGMENTS%BY KNOCK OUT SOIL SOIL MATRIX: SOIL VOLUME SOIL DEPTH ELEV. SOIL HORIZON/ COLOR MOIST TEXTURE CONSISTENCE 3'-0" (INCHES) (FEET) LAYER (MUNSELL) DEPTH COLOR PERCENT (USDA) GRAVEL COBBLES STRUCTURE (MOIST) SECTION VIEW (INCHES) &STONES 0 8.8 END VIEW NOTES: 1. CONCRETE:4,000 PSI MINIMUM AFTER 28 DAYS. 0-5 8.4 A 10 YR 4/3 N/A N/A N/A LOAMY SAND NONE NONE GRANULAR FRIABLE 20"DIA 2. DESIGNED FOR'H-20 LOADING. FINE SANDY INSPECTION COVER 3. ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR 5-12 7A Bw 10 YR 5/8 WA N/A N/A LOAM 4-6% 1-3% MASSIVE FRIABLE A MINIMUM OF 2 FEET. 12-96 0.8 C 10YR6/4 N/A NIA N/A COARSE 4-6% 1-3% SINGLE LOOSE 4. DISTRIBUTION BOXES BURIED GREATER THAN 9 INCHES BELOW GRADE SAND GRAIN SHALL BE EQUIPPED WITH RISERS. NOTES: OBSERVED GROUNDWATER AT 80-FTOM OF PIT(ELEV 0.8). 4"KNOCKOUT 9 HOLE DISTRIBUTION BOX DEEP OBSERVATION HOLE LOG NO.4(TP-4) "P•) N.T.S. COARSE FRAGMENTS%BY DEPTH ELEV. REDOXIMORPHIC FEATURES $OIL SOIL MATRIX: SOIL VOLUME SOIL SOIL CROSS COUNTRY 3'-0"ROADWAY . f i I 1 -- D HORIZON COLOR MOIST TEXTURE CONSISTENCE I (INCHES) (FEET) LAYER (MUNSELL) DEPTH COLOR PERCENT (USDA) GRAVEL COBBLES STRUCTURE (MOIST) J/ . (INCHES) &STONES FINISHED GRADE SURFACE TREATMENT TURF SOIL AS REQUIRED 0 a8 0-5 8A A 10 YR 4/3 N/A N/A N/A LOAMY SAND NONE NONE GRANULAR FRIABLE SUBBASE AS REQUIRED U U . ,, 5-12 7.4 Bw 10 YR 5/8 NIA NIA WA FINELOAM SANDY 4-6% 1-3% MASSIVE FRIABLE PLAN VIEW FINISHED GRACE m -}i � 12-96 0.8 c 10 YR 6/4 N/A N/A N/A SAND COARSE 4-6% 13° SINGLE LOosE GRAIN SURFACE EXISTING GROUND CLIANOUT SET WITHIN 6"Of FINISH GRADE NOTES: OBSERVED GROUNDWATER AT BOTTOM OF PIT(ELEV.0.8)_ APPROVED ON-SITE BORROW (WATERPROOF&WATER TIGHT) COMPACTED IN 1'LIFTS 4 SOIL TESTING NOTES: APPROVED ON-SITE BORROW L TO BE COMPACTED IN 2' IFTS ' a . .,.. • 6" - - ¢ 1. DATE OF SOIL TEST:SEPTEMBER 28,-2015(P#14844), a �. (C) a a � 2. PERCOLATION TEST TAKEN BY JEFFREY.BLACK(SE#13781),TETRA TECH: 1-10 3. PERCOLATION TEST RESULTS WITNESSED BY DAVID STANTON,BARNSTABLE BOARD OF HEALTH. SEWER K 000aaoa w 4. PERCOLATION RATE:4.33 MIN/INCH. = 5. OBSERVED GROUNDWATER ELEVATION 96 INCHES IN TP-3&TPA ELEVATION 0.8. �? 6. ADJUSTED'GROUNDWATER ELEVATION PER CAPE COD COMMISSION TECHNICAL BULLETIN 92-001,65 INCHES IN TP-3&TPA ELEVATION 3.4. n 4 0. 6 MIN s -►a3 E-- � 4"PVC BEND p SECTION VIEW ,. ._ vi .� FOR PVC SEWER PIPE CRUSHED 4 Co co C :o tea' o?a ; STONE SHALL BE PLACED AGAINST NOTES: a z z UNDISTURBED SIDES AND BOTTOM ¢ ¢ v 1. CONCRETE:.4,000 PSI MINIMUM AFTER 28 DAYS: F " o OF TRENCH TO 6"ABOVE THE CROWN q $ MIN. c� c� Cl2. ALL REINFORCEMENT PER ASTM A615 FOR WIRE FABRIC. - - -- w o 0 z 3. DESIGNED FOR H-20 LOADING. p z z w COMPACTED SUBGRADE CONCRETE OR co CONCRETE BLOCK Q a SEWER TRENCH SECTION TXV LEACHING CHAMBER 4" PVC CLEANOUT p z N.T.S. N.T.S. N.T.S. p o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a�i 2"LAYER OF$"TO "DOUBLE WASHED STONE .• c c o OR MIRAFI FILTER FABRIC(OR EQUAL) �, u7 C H Z APPROX.EXISTING 0i O o Ce ALL FABRIC SEAMS TO OVERLAP MIN 12" 5 c0 c a D 2 S. N .0 _- RA.._E_ _ __ __. -. ._.. .. __.__. _.__ ___...... ____ _..... _._.__.__.__. _ _ _ _ � .....-..EXISTING � ..ai. .... �_.u. .. ..w...�� ... __a .�_ ___ .w._ .__. _ .. _ � E N g FARMHOUSE X z z z ?> W Q � z z z FINISHED GRADE ' > -- U FFE=13.1 t w - - - Co o � - - _ - --. - _ _._ - - _ - -- - - - - - - -- -- _ _ _ _- -_ � _ n" E �fru U � 14 -- - -- - _ - _ - - _-- __ _ _ ELEV.=10.60 10 L E U U Z3 - - U ...__..._.._.........._._.. ____.__..._.______..___�__ ______..____._.____.______._________._ ______----.____.__...__- _.._._._______ __________..-..._.._................._. .-__._...__._._____�__.__._._._-_. _ _-- --_._. -_�___ - __ _________-.__ __----.-_.-_-_.__.._----..-._._._._...... ______ _____.__.__.__ CU w EXISTING FOUNDATION BOX D D N In CD (FARMHOUSE) EXISTING ® Cl) I"- i 1,500 GALLON 66 LF-4"PVC -g ELEV.=7.60 LL' >, 4= w ut SEPTIC TANK S__0.010 2 Q" " X v� 5 I # 6 COMPACTED GRAVEL BASE 4 TO 1� DOUBLE WASHED STONE 5 Z C� LL o MassDOT-M1.03.0 TYPE B P 4.2' CHAMBER tN ) 3x6 LEACHING M 7 LEVEL o ADJUSTED GROUNDWATER ELEV.=3.4 Cn -_...._._.._......------.--------- -----_...-._-----------------------------_.--------.------- --------- -------- ----------------- _-_ r----------------- - - 4"PVC,LENGTH VARIES c S--0.010(MIN.) M 0 -- -------- ------ ------------------------------------------ ----------------------------------- OBSERVED GROUNDWATER ELEV. --------- --------. Q --------- - -- _.... _ .____._____ ...______. .__._. ___ __:...____._..__._--- ......... ................__...._...._. _--_..___..........__-- - -..._______.__......................_...._...............-..... ................_ __--_-_._---.._...._._ _..._.____.,___.._. _.__..__........__-_............._ _... ._ .._ ._._._ -�__.. _ ..._.__ _.__ __ .. ..__.- __ __._ __.___-_................. _........... .._.._-- Project No.: 14 057-14 003 a A Date: November 4,2015 as a Designed By: SJW _ Drawn By: SJW ch _5 -5 Checked By: SPR 1! -___.. ____._ - ..___.-- ____.._ .__ ._ _---..___._ _-___._ ___ __..._..................... _..__..._ ................. ..._......_..__ _._.. __--- ___..__.__ _.__......__..... ._.._.._.__ _ _.___ .__.___.__...._._.. ...._._... ._._.__.__ _._.__. .. ._ _ ..................-----._._ .__.._.___..____._ __.._________...___.....__.__..._ ........ ..______ ._.._..___... __ .._.. ._..,.. _ .. ................_ .._____._.__ ___. -_ SEPTIC SYSTEM PROFILE 2m 1 = 4' V_ a 2 &5� CD IN O U M l�s■ir�■i Bar Measures 1 inch 2 3 4 5 6 --- 7 8 E 0 0 rl- C) U1 (D co 4-� E 3 lM LJO x 0 IIE LL U_ C) CD I04 G Ico IC) CF) LU 0 6 C) It0 e3'U1 t ............ #2 A'� v Zi- L Ik1f 5 ffI2 5 II4�9 IIIIIifC fI4 IZ_III5 ?I4.8 43 4.5 III- --—------- IF I _v, IIS I14 fR lIIfII5.0 I4.6 LfIIfI5 I/A 9 iIIA+ Iz + IL ION +E --------- tIIII�yv IfIII+-F0 Y// �v 7 IS I /'( i 6 - I 1,Ii"CARE Il+r)D 4.8 + TAKERSC I +'7 4�, III ............———I + I+IY/IIfJ I1 ffI6.I + litII ...........................ItfIIIII2 &D II> IIN -—----- N fIIt I+- - - - - - - - - - --I —! ON r N M' c It -------------...... II7'-II4 It ....................... A 7 III IIGA I7 ....... D S E>\ i IFENC...... GATE IIIfIlC IIII0 i5 10 I �q D C AT 1UN I L, co LU I4 I9.0 + 1A j IIItII9 ILu II < C14 Iv IIIfIifI0 II..........Iif ............ L I ----------------w if2.2 IRL- I+ U) co U) a) CN IIIR B tII >a) <(U ku 7 II3 z IIIca.IL) E A if0 IILU > IIffffE It + IIw ILL IU) r 0 IIs U) U) M fII4z ....... LO fIII<U) f0 ItI'17-IIIIIII /T IIIF TR RUX IC A t IfIII0. Iw ItfILU k IProject No.: 143-89057-14003 Designed By: CD fIftA x I4 IIU IIIN IDrawn By: SCH, PC IIRORD Checked By: CD 0 0 I 0 0 X IOFFICE PLANTING PLAN LO T SCALE: I"=3 0'-O p— I >1 C14 0- 0 CN 6mmmmmommommi Bar Measures 1 inch _ _ _ _ __ _._ -._ _ _ _ 1­1 u.__ - I -- � . � I I New Rushy Marsh i I ' � - . I � � Rushy Improvements ! � ! I ! I n i_.� m n r io. n -._In�:',:�:I-,�I;1,,�,�I:��1'I,1,1"­\I"-�",1�-I..,,"-.I,�',:;����,1­1,.II,,;�I I IIII,,';r,--I1,I1 z men me os osa s e o s uc erm s �,//"_I\IIi�zI�H.,� -e-_l,_11_1��'I"11!�!�',,*�II)�_-I',11 A_�1�1___,1-11//__N --_,_�"�,,"__1I,�_-1__'11�1I'1_ :�,�Cc1Y/0y_6 0))__I� -c-N0o08 C C0�Y\,)-11."/_1//. f-,'�'I' 0/-0_0/, �,,/r"_I.,�'I I,I._�/�-�,1 �5Il_�//�,7IVr1"r� 10- (,-I\-�nI,i �\�.. /. .--- I..' �- ,\'\ \V\\\1,�_ I\-'\. \\ .\.V 1,,,.,I_-1I, I,�Iz._.., PROJECT LOCATION: CLIENT INFORMATION,�-1Yl 1vl,��'"I" S030 47'08"E - ---_ ' 1541 Main Street New Rushy Marsh Realt Trust .1,-5�."III ,I,.N-.17'.�I,�" ,,e. ,�,,",'".1�1,�.-,,I'V-1i,-"�,�1 �I_'90r�� II-�,�I�>I ,,D.;-',,1,. I I.1oI "�.__�I,".,,-,_1 "I,t', Il Y 60.00 SHEET NO.: SHEET TITLE: Cotuit, MA 02635 One Boston Place, 37th Floor - - FULLERS a`°P° Boston, MA 02108 - --r ` C-1 Existing Conditions and Demolition Plan -° t.w \ C-2 site Plan Tt PROJECT No.: r S67 36...-25'tN - = ..2og5t60.00 ` C-3 Grading and Drainage Plan M_ _ \ \ 143-89057-14003 _ .,'" _ � \ -o C-4 Utility Plan 2 __ _ = / C-5 Septic System Layout and Calculations ,'` - N a\ Il .,.__ w- , �'0 \ ��; C-6 Septic System Profile and Details ENGINEER: LANDSCAPE ARCHITECT: f (, �,, r /` -70. C-7 Septic System Details Tetra Tech Morgan Wheelock Inc. / ,/ -� \ �� _ One Grant Street 625 Mount A rn` r C 8 Se tic S stem Water Service and Trench Details ubu St eet v Y f }! Q Framingham, MA 01701 Cambridge, MA 02138 G � ` %, � ( � _, i1 I` '` --'�-0\ ASSESSOR'S TAX MAP AND LOT NUMBERS: �,�� _N111_,_ , \ \ ARCHITECT: TELEPHmNE AND,EtECTRIC S670 16' 33" SURVEYOR' EASEMENT-2opvViDE 114.75 MAP 017 / BLOCK 007 - 1541 MAIN STREET Shope Reno Warton Precision Land Surveyors i BOOK 3(�169 PAGE 197 N23° 14'47"W i ' _ ,,� '% 5182 MAP 018 / BLOCK 106 0 WAQUOIT ROAD 18 Marshall Street, Suite 114 32 Turnpike Road �� 1& - - MAP 018 / BLOCK 107 - 255 RUSHY MARSH ROAD South Norwalk, CT, 06854 Southborough, MA 01772 f' f - _ - MAP 018 / BLOCK 108 0 RUSHY MARS H SH ROAD { ISSUED. N. - MAP 018 / BLOCK 120 - 0 RUSHY MARSH ROAD �Q �o } .o 1/14/2015 - Disposal System Construction Permit Amendment 1 ,F �, `� � o MAP 018 / BLOCK 121 - 0 MAIN STREET P Y f ;; 5/1/2015 - Revision 1 (Sewer Routing and Removal of Animal Barn) # , a ' f) I S230 14'47"E I GENERAL NOTES: r I ; , 19.98 r l , , ' / - , 1 . STREET NUMBER: 1541 MAIN STREET ., ,• . +' 2. ELEVATIONS IN FEET REFER TO NATIONAL GEODETIC VERTICAL 0 , li , 0 \ N '' � DATUM OF 1929 (NGVD29). e fr f R s♦ �, 3. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE ' PLANE COORDINATE SYSTEM, MAINLAND ZONE, REFERENCED TO ,, \ „� I ,� S ,£ 2° zz ., h THE NORTH AMERICAN DATUM OF 1983 (NAD83). 1 s y1 ry \ , _ w�.,_.- i TOTAL AREA 4. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED 1N THE s120 22' 32°E I " 92.5± ACRES ORIGINAL APPLICATION. # 12° ?%'3 "' f / N14° "1N ` . { r`, �506 _�l� WORKING GREENHOUSE ` /B4"6 . -/� - _ - N O w° �, I V L=25.89, R=150.0 ,11,, 06 0 t 1 N560 18' 15"W f -- rn U? -- �V-�_-_\- :� I aJ� L=67.50, R=150.00 _4 /°` . N14 40 W y Mp,R ' -'-� ` ° """--�....�.,, EX('STI , 5~ _`_' N64° 1 23."E °3W ,s of Mqs 400971 :---°' N30 31 15 W SIG RESIDENCE �-_ - ' ;_ 19 " w' �� sq �- 1,86 N .39�. o� oy a 39 216.00 (NOT CONNECTED -- r�- N �ii�i�i:iii;!i�i:i:ii1�ii!i!Ii�i!i�:!!I��;i�i�i���i��i�ii��i�i�1:ii�i�Ii�i�:ti:�i�i!i�!iiiiiIiii�!iii;�;ii!i!�i�ii�Iii:�ii;i�!i�i����ii�iII�1�i��;;�!i!�I�i�iiI�IIi!;i�iit�Ii��iI;IiIiii��!iiiiIi�i��ii�ii�ii��i!�iii�iI�i:i!Iii!ii�i��i;IiI:::�iiIii!iiit:��i!iii�i;iiiii�!iI�!i��i�!�iI�!iiiiI::!� I .�-.".1�, . -I . \I-.,�"I-/,'-If�\'-�"_--"__I�-_\-II--"__-"-N�I__-I_�I�I,�,LI_/�-I1_I11I�=1 X��_�/1 4.1�\�'_=\/_,_.__-�_1A=\�-_,:����_­�;I�1��,,_/,!�J�_�___9�",I"II����.'L1L��I II,_I��-r,"\X��.-/\'�I/,-1 TO PROPOSED :----_ S PATRICK ��I"e'XI.I1'\1�1, _ .. ... a .. .. -. " _� . . � - N 19° 11' 5"W I v R iRDON � !,i;_I./�/t,,,1 I./�J-�_,"-\,VY/_/,I\1--\11�X- ��./I�-,,/�"�, ���k/.i"I1?�,\iI,\\1����1_�1. _1I e I'�\/I/,,��I?\V'1 l"l.\<(',\\A-,,I,,,�1 v-.Ni../-,1.,X,.� /�)­,-,P,,`\\_�,.I�_-\_�,�1��\1I'�1_1"l_\/1I \-.,�/­."V-__�,1�1\I/V�1 1,I/ �.` ..`, -�� .� -S€flT+�YSTEM1--� . � 88.55 -_ .. -_1_,_ ....._.._-. N0.41062 N19° ' 15"W f q, I'-�"`� ) 59.37 � ,� ss� NG 0�.�G/STERti� .�` z 48 45 W ANAL /,I 40.00 h a �- ' ., _ ,� V LOCUS MAP. p . , .. .,, �_ ," .r w� �. ! _ `- '� art @: :t" ;yy.�` y f +� a ,. -(,. e 1 .^'f:.'y: ^`of. •i... +#,, a£ .1. .,,. ;'J i „,,g l iY'$. b? C"a4 �if ('Q. ( ..ti �s� 52::. .a`'rs-'*"ti,,w� �i �`r5+. ,t°�.{,t. y¢ t,,0 3', to COW BARN r. �.� ... �; ° ° ( . . . .'r � t i jly r,-.:;`i< -`a" �, ten'. `i i 5:^ 4 .'L., pti- v.btw-<s •.t". sik v.'' d>�. 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' { ,. >._ s .,'i`,a k�, � � , n { ``�, �., f�x•.,5�,. L"R it>✓ I I "-;'' • .� a^ a+� .:,.:�,.�..-..,:..-.. .4 ..ex......,., ,.._;v >. ..:�,w. � t t ,,.,- -^.-_. •::.... ._ � j# 4 tx 1� / .'=.,, l.•.i` r^ / \ + � -..._.�` ..,.,�"'�. { Is.�Z<.;._:,�a3'x�, ✓ .r �I ��tf ; "psi S -'�„ �:.�.. ..F n I ,,.•. / ,- i \ \ s 7/ a -.. ........ r..:: � -.!. {7 � .. .-f r'......./ .✓, c,.... .T s,. ,.. .. ,..,,w ..... � ,.. ✓ /' n, � "'S.. r ~� }� ,..`"� y� i \ . ,.. ... ..1:, \ � - � � �'4 r' , �--►� ----� .. s / d2 .... .. ,r ,. .�. �.� e�.. � / \ �: , a , _ :� . ,�€ y REMOVE CONCRETE /or �... ,t. `1 _ � v' � �.,.... .:, `'K ,. �. P.. :nab,,.�, ..:. -�-... : '.^, :�-'-- � f � tf v. �,...:; .. - � ..r:, l� `ti\ �r- ;�.,, �: S.- ;�� I i /{ _ , .� 1 dr ��.,.: COMPOST BINS , / r % < � y �� •�• ./` / ��j ' .. ,_,, �., ,-. . .�>. .� / REMOVE EXIST ;,i" ���-• —x--� A / aXc7/' 15i i - t�:��: '` ,/ �� s \ ;�..�` —� \- -- 1 .._,-- �- . ; �� I — , ��.. REMOVE EXIST v v / d • is i E:�._-» ,} \. A \ r n..: / \ i t ... ,� `�� \ � ° A -/ PROTECT EXIST _ \ o � � ` J %` �`� � �� '1�� .� �; ._ v�'l`j � �.... � : " . t �° `�1� � STRUCTURE AND WELL \� / \ 1 / f / { {.\ ' pO WORKING BARN \ \ �:-x.,t' ,� j r. / t` �i ) ...." �'r" �'xt "`.~_� t't/ ...-a Es.r Y . \:Irk•Ai O 9 \ \—� !l 1�/• t «_ \ �' ` `� --�1"j1t �a � -'a�` /. v.,, a;,r <{ ..l\k 0(J = \ \ v WORKING \t i r BARN m f!" b`h, w S'J 1 �� ��t \ (�V� \ u x ' r° ,j' I A --i '� , _ - _ s ... I/� :''�� ��. d`� \ -0/ NA to (n \ \ a 111 - N p \. \ \ 1\ `� REMOVE EXIST / / € ► \• s d it �,/ .. CESS POOL }I ( \ f,\ r I 1 d/. 1 v �t" t�� y // _ } \,, . WIN a\ .`\ rr>a ���v., \ "\ "'"`"'_ •-- "at \ ��:<.' •`°. o- § \ — — --— — —— — — — —— — — / / / / x�x �>,,,'� •x( "" / E .x .> ` -...� L"a tal 1 t1 , J� E m {€ N * O n / Iu`•� 1 E � �t. , [�� - Q — \ \/ � � ��v`` �" � A L BENCHMARK: / x x� C m i C) m O Y ,, r. - � i __w j — — — -x--� — " � - O \' _ ! �� E I� % v 0 -0 -� --a # . ' A� t t.. _.�; \ s �j ,f,/- CONCRETE BOUND _ / wp f ems` Z Z \ ! L ! i � , �c _ — / ld O / i a) Q ➢ C m ? � N \ i, t °t �\ �I` i ELEVATION= 12.64 -\ N /r \ { j� r 1 I ZONE � / }� O - # V -� —� "� •• vi` f 14 1 -- , ~`t. 1 ,� i``"� -•.... si''.r-- '�"'� --�� �°r.'' •� �'"`�� / �.J"'L3'" - lI l I a� C j �� \, �:'/ > I G Zm r i k. `:S Vt, � l `s v — �+�' � J�.� • C E D m '�,1 \ .. ;., ;• \- III I , ZONE rTl w ` -€ z I \ Y . ,, �, � � �,- / t - g �� ` : ERVATI ON t � \ m R �} .t T. CONS ; . m o ;� \. :,; � N JURISDICTION \ /I \ ISSID' ,., (4 Z \ ✓ ,,;.;� 0 � I ����/✓1\ °� �����Y����-��4 ,� � �` t ��"'"...J�' t !`�j t.�l°`��t.� `xtl-�� �',, t���`�y�t�.�`�-.jl CDIYIIYI �c J(I ° � r- �\ ��• \,� __ _ � f v _ � e- ���, e �s j� �: A Fri ° Cl — — 7 f- ��/ \ \f \ `-�3,1� t,ti-. — t �,.!"`+_ t t., !}t 1 1 '=.t\ , � ;y�_ •`. Irk'.. ~p, t" t���Er�; �':\ =r \ l Q° \` m o X z v \ ;: ,� ; �. h�;� / v � � LEGEND \ S l L < \ �. _ �� \= � NOTES , / f 8� \f !/.` y fr d i LI/f 1 \` X / �' f '/E' j` '" ., ��q< €t ( l ;, \ J - - PROPERTY LINE 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD29) y �''? f ,,, '✓ �� / EASEMENT 2. COORDINATES IN FEET REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM e f ' , \ � `� / MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) Q 1\ €..� / a �t}S , :._� ! s t E ao x- A � A � �� El STONE BOUND ✓i t: M 1 r ' \ `mom ti ��� I ♦ „€} t � d \ \ �� 1` - j \ / - -- -17---- CONTOURS 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. \ �0 1 B �r�i� _ \ly ttt '� '' f �� d tom - €- j =t /� �� \ x 4.60 SPOT GRADEv � cco o ._. Qk t , l O w WETLAND L N N (6 c~n \ \� , s � �i � .' Y ? l W-14 A WETLAND FLAG > � CU WETLAND SYMBOL E O Zl� j A � , t ° \ \ '�€ � f �" X ! O O GRAVEL ROAD V h E CU o \ x—x—x—x FENCE U- GATE U) TREE LINE uj TREE N In W Q � 1' ��,���: �` t /'� / —�— SIGN , UTILITY POLE o f Y OVERHEAD WIRE Lo �Cltl HYDRANT CY) \ `� \ �/ wv ` WATER VALVE f.- A /I_ A\\ � \ / D \ eta l G NATURAL GAS LINE Project No.. 143-89057-14003 ,.s °r: \ z ran \ ' 1 y Designed B MWM a ` \ \\ / ABANDONED WATERLINE zo� \ �,��,� DRAIN LINE 9 r-d r\ m o TRANSPLANT TREE N Drawn By: MWM O � \ Checked By: SPR N \\ �� REMOVE TREE °' COMPOST FILTER TUBE 0 15' 30 60' 0 , \ ZE C_ 1 L) (,.) , SCALE: 1" =30' mmomml Bar Measures 1 inch f 1 2 3 4 5 6 7 8 ... LU d \ :� ~ o �w �..- - Cc q \ G \ \ \ \-r} # N ► \�I f, M W 00 t< ., OF amass-1 r Af S� G 9 SEAN CRICK v'0 R pON ENTRY ROAD WITH HIGH USE TURF o w \ jT 3'WIDE WHEEL STRIPS o aj 2 CO 3'WIDE MIDDLE STRIP �FfiGIstE���j� 4 SEATS 2.5'WIDE EDGE STRIPS SSioNA�� 15 GPD/SEAT (TYP) F DESIGN FLOW= 750 GPD PROPERTY LINE v \ (TYP) GRANITE WALL REINFORCED TURF ' ) 0 OVERFLOW PARKING AREA °. Cc) Q RETAINING WALL _ p -- '-'" ^-'." • `,, t� • � 3 ''• • ' y{/J ?j j.'i�• ' "`.', " • ;a.'.;,x^ » °�}1}t, ffs-"'/ a.: ,•m' g+a' • ` » • e ° " 0 \S f + + +€ + + + OO a • Y *,`, """" {fJ +' { { £ �//' t rl fJ f y. {Jj �: ° ° °f ``>. {` .»„"a" • « o- • Y� "`""."--.----•--'—• t + + + + + N " 1 "( l .. > Fa,. s .✓ i rgr'' �y' „r'".• ffjjV".''f Z„., �pt, s T•( l// 9 # }}•f.,l» •r< pi COW BARN r O[]ORCHARD GARDENS ��r e + + r GRAVEL " { � ✓ / z > + r+ + + r PARKING AREA ' —A FtH Ed LIMIT OF WETLAND BOUNDARY (TYP) � p < �u •.. N , i CP r j( r , . `x�jl +l • ° 5v � a?<.Y „ P {v4 ,".i k {F:....,":. ;.P ��': �...... ^*^r`3'i" jj y*-`-~^'4 •+d'f / ��\@•, 'y S� Ia '{� r�'Fd� 1 \ ', s"' • • •4 t{''A t .✓"" kR J�� Y; "i .g85a' '_:;p�°aa .p \ „✓ ,/..$..: s-'w.""`_ f -$ ."� • • « "^"-,„^ a �;^\. I L. ""»' '- .af( 'f i i f`• 1 Y � i;x..+ .r"' w° f jj1 v`•r �8 .�'•"r { /6 F j[� .`,�,. a f'l+\ j\ *, 1 } w„ • s } r x ..:::\".:............ s ....,...,... .. :..*: t 'a :.:,. � ..t../' s X. .. x:..• yy,D ^.�� � ..,.-w. ?F r" `"w <............, ,..,.. r \2., ..... �Ei./ r ,Z .. e,,..^^ � t \y. r � P° � �( F '@ :�a*�` 2.,. jj ✓ j 3 1 \ ".I rAlr{j < ::v � ..° ,rF� ',h`1y'°"tiw ...� : .. ��:.•,„.r'" .. ..... �,� �.a"> .emu � � \ +.!�.}r ,� � r..4(1 ! 1 k °". d ,� # f L t l. I / .., 1 9 .. - y� ,. ! 4.. x✓'sav t / h. <...._. s s... :. r^ .t \ , ? ..�,:,.,.>a. ..°.o+n .. .. ;T.... "`,,.,:.I• ` �' :�. �S �"-^-,w ,. RETAININ//''f1' � �.,.. 41 w ml < 1 �' .,•wF � ^`"a b.z- � t ..� -� d'" � 5 `l w's'y3.. �z t•. s. ' 1,,.. • ° ', ^ � i '• ,. �F.v-.. yea /' -n. -""` :.::� .',..-C r .' G" ..-, r., f .,^^`r % u u W • p p ) / ../�, .+ U S t`• ,.I S..i..t,.d 1 ' :".,w",. ..^•'•.. F J ,:, i�t:.' '.` fj _,'2' x. 3 pp{{ jj y � t= d £ 's5.^`� ^, bz , ryF G J � ENTRY ROAD WITH HIGH E T , • � ,�ii �< { , � � -. . .,� .. < .. .� ;.. G USE TURF , , : • • _x,. ,,<; ..,,:-,; r� 1' a v. ;� tom, � �` t 3 WIDE WHEEL STRIPS 3 WIDE MIDDLE STRIP D TRAIL �. rf FARM OFFICE DLA1 >." .r t I r � D 5.5 WIDE EDGE STRIPS 1,190 SF if v 75 GPD/1,000 SF DESIGN FLOW=90 ` � ''a r� .c��3l`E,+ff` R• 1 � 4v l�a�s§ w*^�'�, ,{ � ~„�` {� �M mT;_". __ y+ ,, t•� 'i k- ,, \�.. rp'`,. ....✓'.. tea.\ : '{l.•,...- 'K->;'-< _ .dK , 4m 2 f ,3 } GREENHOUSE yds.• ..", .«^�.;� 1 ''§: � '�. ': sue':M! � � � ''�- �.-;ff � 1 BEDROOM EQUIVALENT . F lbw , y .. t _ f. >F 110 GPD/BEDROOM .... �? I p ` r. s` 8 �'� # DESIGN FLOW= 110 GPD m §. 1.. tq � � f� \� ° ,f - ..•f' °`yy: , y, , ,�„ \ w ,.,3 ::' t t u. �..f'' " P '? f , P' F = .'.. WORKING BARN `' 1-N It v fa m » ' v m „ :•t d.y r:„i^„.« • { . .;,,„<_ " --' .7 f f i. Ct yy, (j z J rz i �• ♦ -n \ 1 4 _. - s.: { Cf{' � • ��� �j � �' ;� l#, .► — � �`�_' "`ww �s�1'„.�- � '::,x.♦. f' �`4,b x .w„, j 4 � ..,., \S�t�!' , A� � i •`.w":. � e� ^ . ❑ .•�""-•`'I '�`����R<� ."°,w,w. +-• I }`! . ?. ~r� ( v< f r p' � E am.,x•�_.w,. ' . "�'`"". ; ,�: ^�? "'l can a. ' v t t ,. _ t (p " y < t }} h. UJ I i .�1 :., o ` k }q ¢�" ,°✓ \ ����� ► A� l�„f d1 1 „tea Q m , � u r ,o r, Z ld� ? �' ��� i �.i.f ICU aA? { F- , — £, r r fv'}y .„ ( � F,; ` I RETAINING WALL ;w w ` C {(�;}� �.. .,•^ \ F4 s i� �' . � h. (�.^" v'� �� 1 fMp t i {t �i�{y��`�. "`.�+ � i�� 000 Ma r ZONE Z 1 '7 •✓ '.' L.-''", ! 'a.:, rf,.ra ..�.. } f„� t • x, tad w.t'`. a Sr/^`' T lS;f .,.;........,.. ...... ", t.4'z \ ...x._. .-.., ('€.: .«, f \ ..% z < f '� - GRAVEL , _" t f ,5�..."ww. "z ,r-,. %z. a -�:...�, ,vr^•w„ ! •k:t, '�X<9 .,c? ;. �.», r t 1\ r" 6« ! �. ^�,^"` O ® V "f {e �;- '�., �d'E. % I piV PARKING AREA o 1 0 r?j rb 1 1 w Ar1V9v .. ...'x 8 ,j•. , 3 ��i.t(. � a _ PROPOSED LOCATION o gj EXPANDED WORKING BARN _ L \ :1./,x" 3 .,f" w j t y.yi:. t"f •fir, x{�€ • ff,,{ t;= ("' ' C _ � {• �,. , ISDICTION OF SOIL ABSORPTION SYSTEM $ �� z E ICU 4 STALLS 1 E SEE SHEETS C-4 TO C-6 O /STALL ( )CONCRETE PADS FOR 50 GPD # <I DESIGN FLOW *��,, ' 1_s �{ � � x. v "\;' 1 . MECHANICAL EQUIPMENT; O 200 GPD o ^�f 4 1 k b ;-°`"` '9 ,E €,'a. 'vim.._. / (6 l q aaZ rr / � A` FINAL LOCATION TO BE COORDINATED VCQ � Q N r'.. 3 °� / PRIOR TO INSTALLATION Lu " �\ f (TYP) o cn UJ p W f M, w...r' .,+!'✓•' f :t :yam f • ° ♦ it ��5 b R 1 f S 11. F ,J ?f° k. `` \• .. t3 ti. re TURF DRIVE o Ln - f \ w in "^,wc'``.•`.. ^.h<tiK ..d".C2:.. • ("+' �\� G A �� 4 "/'..' � ,,} F >� Z ( f` � ii �! S ( F Rk A I! t t i t t tf � _ �6r ., z� "� it\ \{P I Q r� , e >✓� _ fe _ °>.. pFf�^°x''�. •,••�I,F' ,..•;�` •-,.- { °'-" ' ' N ';p \",. �. E \E F "•w... r" t y `.'� f^ 05 -- L..d"' `• I-.. L„ Imo.•'.✓ ,1 a . f Qt1dlf� IL �4FM.,...........- � \ tJ � ,^ 4J L J t I > ���\ '>l CO d B / ` �f f / rtt � `S afj#� ® 1gv f �\ q ' Lu z E C CD_J J ry , � !1 �. P ,� s ��� t, a. E �. C6 cn r i f ref \ can E U o l' \ urn`£11; '�; / ° u_ 1 ca cU _ f�Lu U) w44, (n '< \ \ aCO rn � r•`j��'-�`•.v�(' •`^. `\. �'`w,a .w^" ' �v � 3• � h�d• `�.'(�v^c, mow_ z„.},,.V ,rp , co rn \\ ,` � / Project No.: 143-89057-14003 .� , \ � � # DESIGN FLOW LEGEND NOTES Designed By: MWM f FARM OFFICE 90 GPD P 1. THE FACILITY BUILDINGS TO BE SERVED BY THE PROPOSED SEPTIC SYSTEM ARE THE FARM N Drawn B f a "�w� ! z E� DRY LAID COBBLE INFILL Y� MWM a- GREENHOUSE 110 GPD OFFICE, GREENHOUSE, COW BARN AND WORKING BARN. Checked By: N \ WORKING BARN 200 GPD GRAVEL COW BARN 750 GPD 2. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. 'r \ GRANITE PAVING ON CONCRETE TOTAL= 1,150 GPD 0 15' 30' 60' .2) Ik" N r a CONCRETE C-2 a 0 M SCALE: 1" = 30' U Bar Measures 1 inch i -- I I I - � - � - -- - I — -- � - --, I I - - - 11 -'.- - �------ --.--"-----.—-,--.-- -- , --,-"----- ------ - - ,, ---- -.— -, — �------ - -- - ---,--------—- -.,---- - -- -,-- - - -- -,- ----------.- --- - . . - I— I- . � I I - I I . � - - I I � - I . � . � 1 1 2 1 � 3 1 4 1 5 1 6 1 7 1 8 1 ,.-"" I I � " I,- I I �. I \ � � �: i -----� i -1 \ -- i - � . "I / t -- -- - - - - - -- - -11, '7�i n -� 1-11-, - - i --�S, �, 1-1 I I I I 1% -- I -� I ,,��- C�, / I ,\ � I ---� " I I - i ---4-- �-, 1% -- \ z -- \ , / , / , -- \/- -- I I ��`� . I -1 -- 4 % i , . -%-I'— — --- / - . ,� 3 -L� - i - � — 1� / � ------� * , * '�-< I . � - \ I � - - - 1�1 . -- -.---, . . I :`-�I �� 0 — 1-1 I \ I " * -/ ---�- / I A, -� --— E - � � . /\ - , :::::..:::�� - 'l/ i . \ - - - ,- I / LTI -- _j 4�- -�- 0 C) C) . \ , ), . :--�---Z��-�_. - 0 2 1 1% -- ,- \ 11 . I � . / / \ . 0 21-- p . 1< \ . - � - 3 . ---Iq� - I -- \ . . . .11�, - ,- - - - - -,-- /11 / 1 6 " I co U .C� ro ;S C� � / ,�� ::- - --, i \ i -- �, % ,- i I \� K ,\ // --�--- / - I 1 5 . 1�1 00 - I 1� i "I, // I , . \. . ,�., (D - -----il� () - \ \ . OQU /-- . . . — -- -- --------' I I . . I . � ------ -- . - -- �- / )� . . - — -, 1// I \ 6 ,fr- 0) z < �� " ,\ \ . . 'IN'�, 000 / . I �--- \ 3:1 SLOPE i -�; % � i \ . �- --� -1 / -�4 1 1 - LU E2 1� .-z ,�� I ov , *\� . \ - 000 -- I , 111-i -- � � \ \ \ 000 I I�- . \ I . . -- -.-,, / �], / I \ (D ff 00 -��-- -=�=-= --� "\ / . I � \ i -11 i .-� \ i \ � .\11�1 - I \ �,J a) - . . I �� --l-, --� . 0" / C) (14 7 - .- -- \ \ \ �'N�l 1-11 11 0- . % I i \\ -"'t * . -�- --- -- - �" \ I (1) Co LO . )00 / . . - - � C = - I �I I \ \ \ . 0 - -- - - / I C+ \ I �"I �, 0 0) 5� . ------� . . I \ I -� --1 ? � " , . -- -- 1\1 1-1 11.1 / 1 1 \ I IIIIIIIIII i - co .� I �00 I "I"ll -Ij / I I \ I �\ :-�/ q -TI , N. / I I \ I .0 , I I . V, \ \ , I � \ i ,�� I �, - �1, I "', . I/ 1 6.5 \ I E LL ,���,- 10'WIDE SPILLWAY \ i , BIOFILTER SWALE -h 174 1 -�j I . '\ ," ""' � \ i . "I-- ,-- -- / I \\\ To I , I \ \\ \ ELEV=2.25 N) I 1-4 \ i " . ", --- - --, 0') -./ -� . , I�--,-- %,,"" . I . �- I \ I LL c) , \ . , 1; ''",I - BOT ELEV=2.0 V.) I \ i \ � 1� '_1 \ 9 C) I -- I "\\ I � \\\ Y \\��\\ \ 11 �",, - . . M ,, ,� �, i -1 1-� "I "\ 6" PERFORATED HDPE I C� G . \ \ 1,- E n . \ 1 , I \&I, '1z IIIIIIIIII \(,A \ "- . 00 0 � cr) \ , \ \ I 00 -n I-n N,o I ?I \ 1 �11?-� 1\1 1-� 1-1 // \\ FIELD UNDERDRA1,N, -P�.�--- C) ') 1 , , 15.8 + `�- 1�1 �- 1-1 X I .\ � \ TOPBERM 0 V-In 11 ,� � Iii k, -P LU 0) I 1,\ \ \ \ 9 z 1 �-' " \, 1 X "I 1-1 .11/ 0"-� 1 * \ 262' @ 0.6% �0 - \\ \ ELEV=3.0 0 0 119 x I ---1 I" " - --- - --- .", Cn \ bo 00 � � 0 1 , '[-,�,-6" PERFORATED HDPE -- / 11 IIIIIIIIII 0 \ ov. � z I i '�, I 4�- \\\ � IS') , , 0 I I `� FIELD UNDERDRAIN "I � I \' . , "I i 1, 0% �, \ b5 \ \ \ I -�/-� 0 0 1 �-, I -1 11 I �, �1, ", cyl \ C I ;I 11 I i DMH-1 , I , . 0 \60' @ 1.0% � . \ \ \- 11;11�," I �"'-I",I 0 111� I I I'll ", �, 1-1 / \ 0 " / , I �N I"' HW- . I I", '1� � ,1- \ I ,,�, 1 1 ED HDPE 11 \ � � \ .r_ "I _� " (BURY`-CQVER I : � �,, I I 1b CT -15" PERFORATE \ I "���-,-- \ * \ 11 \ \ \ 11", I � . I 1 JE2 "' i § ) -�,� -�'11-1 /11 I �1\ 2-1�" PERFORATED HDPE \ a- , . ,",- �,,::'- L=390' 1/� ! UNDER 9"TOPSOIL.�- - // 61 " . \ \ \ 1,I I'll, I i 1-1 i I \-,��i �� \ I -\-�, ��50' \\ I I . 1, I � (A . \ \ � I � 1. � \ # .\ I 11 ; I I---- \ \ � . \ \1\ / it ; � ; 11, --�-,. � x \ + \ I � 1/" � 1 6 !i U-1 6.5 . \\ ,--1 � '�\ . . t DMH-2 i " TS 9.8 1-� . \ \ I \ - \ I p- � -I- - i TS 9.9 /11 --�/ N 03 \ \\\ -1 \ \ \\ / I (BURY COVER I 11'y BS 8.8 " \ I I I I " .- I 11 � , --,,�- \ , � �.� " - / BS 8.8 0 / / \ �-Tl \ ,)�-, \ \\ 2-15" PERFOKTED HDPE I UNDER qi�TOPSOIL) i ,101 I ,,,,, 7 \ IN11\ 1�1 I 1, I . I I I w-,".- I I \ -r- I \ 0 P,G"USEF , I �'", - , 1, L=38' i ,"I" S11.0 \ I Q-) S , \ \ 11 . CY) I I -/ TS 1 1.0 �/, � I \ I \ - " �, . '\ \ . 6--�--6" PERFORATED PE D HDPE----� BS 10.0 I-/' BS 1 0.0 I---- - / . \1, - '� \ / fs- - . \ \ 1q" / "'I VIELD UNDERDR4 N / cy) --- \ 6" PERVORATED HDPE \ d:, \O> �, \ \ \ \ . . ��N FIELD UNDERDRAIN 1 �/ . -", --� 1�5 - -�� \ � \ \ / I/ I 10 , -TS 12.2 . \ FIELD UNDERDRAIN \ 'T , I- �Z- 1- � I � \ I 11 . 11 C) \ \ / 4 1�1 I � 1 114' @ 1.0% 1 140- @ 0.5% (MIN) i TW 150 I 11�" BS I 1.1 X 00 \ \ � ----, -A � ir it !� . \ . � A i (A LA - ---- \ 140'@ 0.75% . \� -1 \ �k \ ,-/ \ ! r5o� � � [N1- , TP 16.08---- \ \ I 0, L-0 Z'Ie/" , -1�1 \ ,;�;f " \ �-L� \ �11 I,I I \ x I'll Cn, ---� - >11 \ / \\\\ 1, r, , . I I �- -411 450 BEND TP 16.08 \ \ ("),\ \. ,\\ \ %,,"'I"'11--11 .. I 07 I -------- I . \\\ (-n \ i \ I - - - I \ \ "I I I-- / \ \,o,\- N \ \ "\;-,,'- I �,�,- -"--.t ff TW 15.0 �0 \ p A � '10--, � . 5--- \\ I \\ A \ \ I k',,,--- ,I, � --I 1 \ 1 � ��, -- \ � ," I \ =--rzr�l� -TW 1 1.0 \ \ -\ I \ \ \ I- - . 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I -, A-kv','U-�', ri-�,,<,i_ �- , " -�-�, � �'1� < 1 12 12.5 L- , ,,��\�Ij/�/ �,wll ,< r. U) \ I � . ? -, ,� 4i -4 r - - -��� , , I ,,,, - l, ,�', I I\I/1,11 r - ,1'2i,1�/�-.V.:_ � i�'kl,"Y'-',5�,,,�,,' ��, ,�,`-,,,� i2 L- \ _�� 1\ I "I", ��, -� 2 A4;� , 1- ,,,�I � , / 1�',X', I ,,, r�-­ I E 0 0 1 /1 , �� -�� ", r-, - , , -1-7 /, -�,, , �,�,f, -,,� � ,, 13 12.5 0 - � � x"',', � tz ��- �� ,�,��,- �� � ,� ,l, cc co I \ / - � IL I - 1. -Tj��4 -1.1 :��AW� "�� �,� �", U) �1, 1007-13DFFg, '�-- -, 1, ) � , ,,,��7 tn V\ 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) (1) I ,Lr- r-1 A�,,�2�-,,�,--��*v-��",4:�,� / BW BOTTOM OF WALL 2 U- � �, 16�1 1'�, '.. r,�, �1��k,!i�,-,-,-L�cl �- . 14 16.5 a) 0 / / '��� - I - �e� lzi�,,�,�,,,,A "', I - 6,�-,� - O� 0 / -0 �,,�v `Z-- / � , ,,,, ;�,r / I � i 1'� \1/ I !, " � I I � -. � I �, 0, -�,� 1�� �,,�, -,1� / 0 �:, = ,�p C: , U) I I \ "I-�� > ,�-)�,-, 15 14.0 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, (n U) w . \, , L� -7. / BS BOTTOM OF STEP ID .r- " (10 I I 1-1 �', "' ,� ,,�, \ �-r�,P>, -::�:��,�*,m,,,,,,,K�-- ,- '111" t NO. OF CHAMBERS 16 12.0 (n CU r , - - I// -.=� - N - �- ",,�' I" I - 1. — ,� " ,4- �� / ,M/� =3 2 -- , I-- 4 , , � 1, "I - .0> MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) � LL �� 71-� - 11 I �0 � -,� ,//i\\, r, -17, - ARC-1 2 co C)) I \ ..,- ,�-� �,,,, ,,�4_ ,,� � I � 'l, -� �, , - , -�s � V_l,,�1, 17 11 ,:"---- , ,-- - ��--Z�, I -116V " , �- r� ,---,, �, z / 11,�,"i,�, 'L - �,, � I /",7��'�,A"� 4 , -, 17 15.8 w N , n > .;-;:I w ,)� ,,,, /-----,� " I I / ARC-2 4 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. = C: - I -- -�l ,� I I �: co , - I - - � w , '1�11 I -. , 18 15.8 11 . � I ,_,""'' 'Amp� 1;� - -r kpl-rrFA --, � � -------, .11 .... 0, , -< r " 4,�,. AK(;-3 1 4 (1) :3 "Cl- -0 ,.- '--, / r�, �, , - V ... " I":,`lz �_,, -,�� C/) & @ DMH DRAIN MANHOLE I ,�, v�>i � / - ,-/' -1>11< , ,�� I/ -1 � I , I �,� - � � ,,,,-- li'6�% --,, , \!I 19 12.0 z w U) - , , r,�,,�-^t �� j --, ',�, --a -'1-1, I � \ \ ,� , .. 1 1--$1- 1� - " 0 , , I - , - � , -L Irl- m (1) " I " ../b,� / - ";, ,�� ,>, I ,�, 1, -k \ "-�- '! - >, , �)z-� ARC-4 2 �7-1 � d', 1�111, F5 ,-----11� - 11, 1,"' 7-\11"Xii"��,I��-,,", �51��,,�,�,-'i z el-1. FFE FINISH FLOOR ELEVATION 1 20 14.0 L- " I . - - ,I��/,, �, 'p,�- , - - MZ'le I - 11 -- " G'� �, ,��,: ... lil�-- �,- ,,-,�1-�, I', rT1 < , ,�P g, �'T / '� "�-1-1� \ �\ ",-i-�1�4411'11,1��'- t, I �' ,, , , , ""-" .- I u,", , ��--,,� -- - ARC-5 2 .11. I C� 11 r-11 �-, \ � -- - , , , , C) �� "I ,� �Z- 1,e, - -1 L I r- I / 21 12.5 1 /. 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""., ,,-�� I , LO � ,---� � " f', �'- �, -, � I f �"! ,�, �- 24 ) 10.8 " , 11, ,\"\, '-��- , ,�-:��, \�, ,I'll f, mr - / , CLEANOUT Cr - -- , ��`,-Y'� /-- ----,-- , ., 0) / 111--- I -��,;"'�',� , i� ,\ 1.0% SLOPE I I � ? 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ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) = 6) � 1, \ . *\ I . . , , . . . . .............�- \ V. - , *. . . '. 0 \ . . � � . . * U � 1 5�,,� �,,,,,--,,,-,�,,i, "." . . ! % � � - 2 2 �� � ,�,,, , � I Q z < cc) , I- ; - " - -�-� I � . , - --, I -, - � -,,' ""',1, . �-� \ i t � . . . -( 1 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, LU :z � - , . . . . . ---� . z -..% I 0 ff Co � � � -- . �,,�,,�,'r,�,",�,��, . a) . - "',`� "', , . . % ; : . . . - 1-� C) . .. il�lwl`,",`��""� I I : . . . MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) a) Co Lo , , . 0 �00 � \- , I ./ �m C = - i I I -----� . , I * 0 0) �� . 0 -% I , 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. .G CU , --,:�,' I I ll,' - * .I * I . . . . . � � . \ �" " I ,/ � ; � � . -1 11 I ,� "" � -�l I-.A I I %�,: E U- , I I \ \ . \ I'll, -.1 \ .;A � � cu I I . ��J. &Z C) �1,111 � . � . � 11�""- , . I I I 9 U- c) I I , � 1 4. POWER AND CONTROLS TO SEWER PUMP STATION. COORDINATE LOCATION OF CONTROL 0 � � Co �!E � . G \ \ v',-'�-- . ", - . , - _-,,'-, I'll � . I PANEL AND ALARMS WITH WORKING BARN LAYOUT AND MECHANICAL SYSTEMS. C� ,� ­­- ' . �'- ,�,-�-' �c I �m . LL�', �� I I ,�, I -In � . �,,� m I 'A I-n . -��-,,!,,�� I I . - �,- , - I - ��"I I � , " 0 ", � I .� �� � . I I """" I \ , L � -n I � �1111,I Uj � �1>",,��"n , 9 1 ;. W I �= L 0) , '1�11,� . I \ I �J�:� �,,"I I � . " Ill 5. ALL DI WATER MAIN BENDS SHOWN SHALL BE 450 UNLESS OTHERWISE NOTED. 1 9 � I , , Co I I """ i I "'; 1, CD ' I �-�,- � I 1"� �, , * - 9:� I � � , ", I I "��11, \ " . v � I , , , I '-1 � ��, --, -- / , I I I �- , I I I � ��L"" 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THRUST RESTRAINT AT ALL BENDS AND . I �� '11-- t . i , 4i - , I/ "Ill "', . f, ! . 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'1_11,/- C�� - ; I I I I - - \,\ - Z� - - - - - ,-A � - L � � , . , E -/ '\\ - x6i"o-o-wo mm"'o—mam "I'll, . . . \ � LLLLLL I 5% -f I I- 1 -6" DI F 00-9m �'111,\,�\� - I , . . "',-- I � I \ I ,???, . . . , w I � . . 0 � L -1 I . Ot4 p A (F , , � I . - . . I I -�- I I I ! L -. \,\ 1 -3" GAS . 7 I 1�111- rl)�,-* In , :::::: ;;:; - . *4� 7" � 1 1 1� , �/�,.- \ + + , I I v I/ I -I : i 1\ v?�,� `�\ -- - I L I - , � . . I — ��-Itl\\,�,- . r \ I I I ; I I \,\ ' z 41�� i �-N I .� . \ I - V-1 1,1- . \ 6" PVC - * .-� / -11 o-�� - . . * f I 1� 11, * AIIEP-�1",-"�,��-, . I 11 I - , � . \ \ I I-- 11 -\ ..----," oj,E7�� 1111� -�,- :�-�A\'e .......-­�--1 - . - , ,,� . . . r i I 1 40' @ 1.0% GT- '�"� -11) I* I 6 M L : � - * '- "'­" � . . ' . . � ----__ 1, I I � -� - " "' `�',�'­-��- I - " yi '�d . / 4 - , ", L '\\ 2-4" PVC ELEC (1 OVER 1 .. 4%%� / . 7� j, "" � % , , , ,\\ + , 1+ + � 11 ', - 03 \ 11 I 51 L \ I \ I � 1\ 1 ) ) ,� . . I / �1 . 't" _�_ , ,�> ,�� I'll" : I'll--.- ,� ---- 11 I f� a " PVC TEL/DATA(2 OVE Rio,il"I'll"'117 / . 1.7ij I - 'I . . 5% :�--` 1� �. 4-3 , �- , 1W -�k6 � � 7- \ \ \ . \ I I", 1� + + + + + 1+ 1 3/4" BLACK POLY- \ " "----* - R 2) \ ml-� - - �"L , - ` ­­ , \ f-/ -- ,-- -111z�,.-,�, ,j 1 (200 PSI)WATER I I ::��4� Hi h I , , ,J�� � \ \ - \ 4 L /��- L 4" PVC-e!!!�; \ -- --� �,-l- - - - .", E . ­L L I I � . 7-) "I I I � � .Q,--L- -6" PVC I I . ,\m r�,- I.I.- -.----.-.----j[- I 11 ,/* v * - - - . . + : L..-.--. , �, VENT PIPE 1\ 2-4" PVCELEC (CONC ETEEIJ----/ . I . I ---`�Ps� LIMIT OF WETLAND BOUNDARY T � 23'@ �.0% . fZ7 --....-.- I \\ � I . . . I / 0 , " . � - . . 'a \ ",,L­-,'­ (TYP) �L =-FF-- - �, � 2-3" PVC TEL/DATA(1 OVER 1) - . . . - I �' - 1; ii . . - . I .1.11 �A \ \ I'll I ­ V��, \ ez I MAIN \ I �, - 11 - ""I'll, ­ 11 7 . . . . - -, . -- � � �1- \ : - I -�� - "' , , "-----w I I . ;- � . I * ,� , . . I _ � ----, . . , . - -. 0 -/0 I \ \. \ \L/"'L + I GAS METER - v� --- i 1 -6 %g ,j �I i I . 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'/,e ,A�- 4,"IL I W >,:> , , ill _ _­- , \,�, " , N =8.85 WORKING BARN) ?�: = W ,��--v C�l 1-1 I I ,,, I ��- , I�\\ -� , , - (Typ) ), I �'P,N,L-;�, Cn T- � , -� ^ L, '� " � �6 Fe 0 0 GT e��, '�* !-i 7 / , /, GATE VALVE , .1 /!\\' lc�-- C� , I �,�, , � ",�-,§��,,�,� "I , 4,�o -��P?,, /:��-- -,--\\, f N; "t,4 GAS METER 1: �f� --,/"' @ W -41 I ) / �1\ I- 01 - -��11 1, ';L INV OUT=7.02 (SEP-1) :3 'Rt � ��mp�"'i", , -11 ,�z I . '\�' , i , . ,�jlg-`05R , - a) &,?� 11 1-1- �--11 '1�1 1�-�11;I�'\�, � % � ,, ,I , k, " ,, k,�, - � 0 ',I ,� - ,po,�,--, , / � -- � z W U-) �I I cs') 1-1 --l-1- ,­ <Z, 1'*�,t, < L"��.b-� �,'>"Ji-'1�11 9� � "-� ��- \',',V.,,,', - 1�\ Z5 ��,,,,,_�,-, , -,�I,�,/, � -r-,�-'m,P,qk--, z HDPE HIGH DENSITY POLYETHYLENE r,,,Al ",I , ,,;;.,�­ , - -- -,�,>,, )��- 1�1� GT-1 12.0± INV IN = 10.02 (COW BARN) T- '-� -� I ,\ 1 -�-7,---', -� - , - ,', () / I/ 111��, -, ,� \ \ \ , -,L-""-. "A--- / FT I I , , A411 I m 11�1'Xl 'L�"IZ,,�" ", , I t,N1 , �'­- L ,,,,,�, �', u m. I �k,P,11� 7-,. 11 / ---i I � pl '� ,U�, I 111�1 INV OUT=9.77 (SMH-6) Co LL � 1, "" \ �,', 'a��/i�\ , I�� jl� HYD HYDRANT - � 4\" � "'I \ \ � I� --%" F / , -� I - L 0 1, qi�', 'r , �, ---.1 --,- -� . - ,�� , \\!/ N 0 - � L, I ,\, ,, -I' 1�1 \ " I,g, -� I,- 11 """", " . 1 -1 1�` --���L�,L"�_ ALP, -\U , L, '�,'I I--/ -1) C) �/ 1)n \\&I , �, I �L,� / ., / "'-�, ��, /1�1 I . 1-� "I I I ,%�\,I,/ SMI-16 11.4± INV IN = 9.54 (GT ... " J'%,�-�:--- -- - - " . � "� 1� I ,,,, ,�, ,�, 1.11", LL I 91 - It 1-� "-� \ �.;_ --�6 / "I 1--� 1--` � I e n�;,i,,\ - ',',��-��-"," ", � � ',,��pg'l I . et-" LEACH FIELD , � 11� �Ik, -1�� I '1� 1-1 �-,, 1, �� ., 1� \ \�"11' It, ,,-`)� x r�m p",,,,.� ---& INV OUT= 9.44 (SMH-7) -,,, �, I , I \ , ,:,LLI- I", L - - _ , - -11" _ , "�, , I I C) 1-1 "-� 1-�--, \�, CONNECT TO EXISTING WATER (��"4"I", ,1,�`-,� //W" �.� - Lo I I 1� "--" �,,;,�A "k I � I L 1, -� -------- " "-� I ,1 ,," L" SMH-7 11.7± INV IN =8.80(SMH-6) L,"\,,,_­'SL�'.-A -t ---, -- t,�� . , ,\\.I � 0) / �, /---, - - '1� 1�1'1-� � ��\ P PUMP CHAMBER C? -� - - MAIN AT GATE VALVE INSTALLED �, ' � � , -, 1-11 1-1 " ' L I j �, i "I X�'1111 -< ,--jj��.��'L�111 - � . INV IN =8.80(COW BARN) Co IKA, 1� 1� BY COTUIT WATER DEPARTMENT , - \' 111- I / I -, It I-, I "\�--,' �I / ,-i�,���u3-, k �-/�fv�'x' � , SEP SEPTIC TANK INV OUT=8.70 (SMH-3) � k N '_1 ---,,� ------- \\ \ L> I N, L. -q;-,,�,, ��7\ \ I I ,_.�',- \ I W , ,;,L' "I / /---,---- It \ 5,f--,kji,�, I " F� A I _::�--X� I I I \ -_, f�� AL�' I / Lo <4�\ 1 1 / - , - 0 �\ \ r_1 �_'��-'_ SEP-1 11.6± INV IN =6.95 (SMH-5) 0 ""I i � :�,,,i ��11��\ �, �' "I 1.3- ", 1)4 " i ��> > \ ���11, I I �-, INV OUT= 6.70 (P-1) Project No.: 143-89057-14003 0) " I �, I I �� / / @) SMH SEWER MANHOLE . 00 \ ,f )` I z'- ;�Ii �, , , .. ,." 1� 11 ----1.-------- 11 I'll � , U -11� -- i -.---,.----,..-...- - ---�- I - I I \ � -3 0 HANDHOLE P-1 11.6± INV IN =6.67 (SEP-1) Designed By: mWM 0- n "I - � I � i �E 7TI I , \ - 'A I E R U N E , � ,---, ,- "T'J, -C , � , 1� / ABANDONED W I -,--_, 1� "-�� �, , U \ \� `_1 1�1 F- INV OUT= 6.42 (SMH-8) - I IL 1, / -,---- I F,T- I @ WATER METER SMH-8 12.5± INV IN =9.50 (SEP-2) N Drawn By: mwm �Q) � � . '11, 1--�4---,---------- 'I-, 11 �� ",�� I Checked By: SPR 2 CY) - ---,t�, ; I I i , . I � 1, --- �,,� -1) � 7: \ 1, 11*.,--,----11-------,- , 0) ,- --_ ---- ,L\ I �� " GATE VALVE INV IN =9.50(P 0 11 ---, , " 411�� ...// -- I . � , 7: '� �----- - ) INV OUT=9.40 (P-2) L .. to 1-1 I I/ I N- . I . \ \ , ----- I I 1 � i 1�, = In -1/ / ... \ / WATER/SEWER CROSSING P-2 14.5± INV IN =9.25 (SMH-8) 0 15' 30' 60' .2) I . " % -- \ I >1 0 *1 ----- -----_I'__,_\ � , / � � I IN�j()I ! � C14 \ % - .. 1, / 1\ - PVC POLYVINYL CHLORIDE I IT=9.00 (SOIL ABSORBTION SYSTEM) m C-4 0� 0 \ \ \ I . ( I I I I I I I I I 0 \ \/- �-�jj �- 3/4"'BLACK PO,LY--N I I * \ t9nn p I WAT :lz I \-*`iki� � \ 1---, —1 . Q � , "" ----j SCALE: Ill =30' 'IT \ ----------- --�------ / I / "-­- \\ � C') � L m I - --- - -- - ------- - --- - � ---- -- -- - - . mmomomi Bar Measures 1 inch I . - - - - - I : I I � : I � i i- � I I 1 2 3 4 5 6 7 g T E i o moo CV TEST PIT LOGS BUOYANCY CALCULATIONS (� L (A p LU 2 2 C5Q8 density of water= 62.4 Ibs/cf °' u, f � TEST PIT 1 density of concrete = 150 Ibs/cf o DEPTH ELEV. SOIL SOIL TEXTURE SOIL COLOR SOIL density of soil = 100 Ibs/cf 12 E u- NOTES ti o G GREASE TRAP (GT-1) (INCHES) (FEET) HORIZON (USDA) (MUNSELL) MOTTLING 0 1,000 GAL.TANK Buoyant Force = Fb=(volume of water displaced) x(density of water) C. ^' 0 12.2 Normal Force =Fn=(volume of concrete) x (density of concrete) +(volume of soil) x (desnsity of soil) W rn COW BARN ' ` o FFE=14.0 0-3 12.0 A LOAM 10 YR 3/2 NONE 50 SEATS Septic Pump Pump ai (750 GPD) 3-6 11.7 B LOAMY SAND 10 YR 4/6 NONE Grease Trap Tank 1 Chamber 1 Chamber 2 C 4" PVC VENT PIPE 6-65 6.8 C1 MEDIUM SAND 10 YR 6/6 NONE SINGLE GRAIN, LOOSE Finish Grade (ft) = 12.40 12.30 12.30 15.00 °- Flood Plain Elev. (ft) = 11.00 11.00 11.00 11.00 TO COW BARN 65-89 4.8 C2 FINE SAND 10 YR 5/4 NONE SINGLE GRAIN, FRIABLE Top of Tank Elev. (ft) = 11.27 8.36 8.00 10.50 89-100 2.2 C3 MEDIUM SAND 10 YR 5/6 NONE SINGLE GRAIN, LOOSE Bottom of Tank Elev. (ft) = 5.27 0.53 1.92 4.67 / * GROUNDWATER WAS OBSERVED AT 98 INCHES Tank Exterior Dimensions Length (ft) = 10.00 14.00 14.W 10.50 a OF �c TEST PIT 2 Width (ft) = 5.00 8.00 8.00 • 5.67 s°a scnNPA icK yN R 'j WATER SEWER CROSSING Height(ft) = 6.00 7.83 6.08 5.83 o m IL N f ENCASE WATER SERVICE IN CONCRETE SMH-6 DEPTH ELEV. SOIL SOIL TEXTURE SOIL COLOR SOIL .41o6z n: (TYP) NOTES � isTER`�°.�``4�� (INCHES) (FEET) HORIZON (USDA) (MUNSELL) MOTTLING Tank Wall Thickness top (ft) = 0.50 0.67 0.58 0.50 �S��ONAL 0 12.2 bottom (ft) = 0.50 0.50 0.50 0.33 ® 0-8 11.3 A LOAM 10 YR 3/2 NONE side (ft) = 0.50 0.50 0.50 0.25 F SMH-7 8- 12 11.0 B LOAMY SAND 10 YR 4/6 NONE Tank Interior Dimensions 12-67 6.4 C1 MEDIUM SAND 10 YR 6/6 NONE SINGLE GRAIN, LOOSE Length (ft) = 9.00 13.00 13.00 10.00 67-86 4.8 C2 FINE SAND 10 YR 5/4 NONE SINGLE GRAIN, FRIABLE Tank Interior Width (ft) = 4.00 7.00 7.00 5.17 SMH-2 Tank Interior Height(ft) = 5.00 6.66 5.00 5.00 86- 120 2.0 C3 MEDIUM SAND 10 YR 5/6 NONE SINGLE GRAIN, LOOSE THRUST BLOCK 3" FORCEMAIN * GROUNDWATER WAS OBSERVED AT 116 INCHES Depth of Soil Above Tank(ft) = 1.13 3.94 4.30 4.50 (TYP) SLOPES CONTINUOUSLY UPWARD SMH-1 PUMP STATION CONTROL PANEL Buoyant Force a (LOCATION TO BE DETERMINED IN FIELD) TEST PIT 3 Tank Fb (Ibs) = 18,720 54,746 42,492 21,658 a SMH-3 Factor of Saftey= 1.25 1.25 1.25 1.25 - - - - - - - - - - - - DEPTH ELEV. SOIL SOIL TEXTURE SOIL COLOR SOIL (INCHES) (FEET) HORIZON (USDA) (MUNSELL) MOTTLING NOTES Fb(Ibs) = 23,400 68,432 53,115 27,073 SMH-8 6 GREENHOUSE I ® PUMP CHAMBER 2 0 12.5 Normal Force FFE=14.0 m DOSING CHAMBER(P-2) = 0-8 11.8 A LOAM 10 YR 3/2 NONE Tank Top Slab (Ibs) = 3,750 11,256 9,744 4,465 OFFICE 1 BEDROOM i m i WORKING BARN 1" PVC ELEC ° 1,500 GAL.TANK Tank Bottom Slab (Ibs) = 3,750 8,400 8,400 2,947 (110 GPD) A 8- 12 11.5 B LOAMY SAND 10 YR 4/6 NONE FFE=19.83 -� m ► 4 STALLS ` Tank Side Walls (Ibs) = 6,750 12,994 9,750 3,750 1,190 SF 0 -� (200 GPD) A� 12-72 6.5 C1 MEDIUM SAND 10 YR 6/6 NONE SINGLE GRAIN, LOOSE Tank End Walls(Ibs) = 3,750 7,996 6,000 2,126 (90 GPD) 6 -.-_. �' � � � , i SOIL EXPLORATORY TEST PITS Soil Above Tank(Ibs) = 5,650 44,091 48,160 26 791 ' (SEE TEST PIT LOGS hr Fn(Ibs)= 23,650 84,736 82,054 40,079 SMH-4e ON THIS SHEET) 94- 122 2.3 C3 MEDIUM SAND 10 YR 5/6 NONE SINGLE GRAIN, LOOSE SMH-5 *SOIL ABSORPTION SYSTEM GROUNDWATER WAS OBSERVED AT 122 INCHES Resulting Force Fb- Fn(Ibs) _ -250 -16,304 28,939 -13,006 7-LEACHING TRENCHES 2'WIDE BY 44' LONG BY 2' DEEP �k TEST PIT 4 DESIGN CRITERIA 1" PVC ELEC SEPTIC TANK 1 (SEP-1) NOTES: PUMP CHAMBER 1 DEPTH ELEV. SOIL SOIL TEXTURE SOIL COLOR SOIL WORK BARN, NUMBER OF STALLS =4 50 GPD/STALL =200 GPD LIFT STATION (P-1) (INCHES), (FEET) HORIZON (USDA) (MUNSELL) MOTTLING NOTES GREEN HOUSE NUMBER OF BEDROOMS = 1 110 GPD/BEDROOM = 110 GPD 1. REFER TO SHEET CU-1 FOR RIM AND INVERT INFORMATION. 2,500 GAL. TANK _ OFFICE = 1,190 SF 75 GPD/1,000 SF= 90 GPD 2. REFER TO SHEET CU-1 FOR PIPE LENGTHS AND SLOPES. SEPTIC TANK 1 (SEP-1) 0 12.0 COW BARN, FUNCTION HALL SEATS =50 15 GPD/SEAT= 750 GPD 3,500 GAL. TANK 3. ALL SEWER LATERALS 6" PVC UNLESS OTHERWISE INDICATED. 0-8 11.3 A LOAM 10 YR 3/2 NONE TOTAL DESIGN FLOW= 1,150 GPD 8- 14 10.8 B LOAMY SAND 10 YR 4/6 NONE TWO COMPARTMENT TANK OR TANK IN SERIES REQUIRED SEPTIC SYSTEM LAYOUT 14-62 6.8 C1 MEDIUM SAND 10 YR 6/6 NONE SINGLE GRAIN, LOOSE COMPARTMENT 1 (MIN.48 HR DETENTION TIME) =2,300 GAL 1 _30� COMPARTMENT 2(MIN. 24 HR DETENTION TIME)= 1,150 GAL 62-80 5.3 C2 FINE SAND 10 YR 5/4 NONE SINGLE GRAIN, FRIABLE REQUIRED SIZE=3,450 GALLONS 80- 120 2.0 C3 MEDIUM SAND 10 YR 5/6 NONE SINGLE GRAIN, LOOSE PROVIDED SIZE = 3,500 GALLONS POWER/CONTROLS 6" PVC GREASE TRAP: D PUMP CHAMBER 2 COW BARN (50 SEATS)= 750 GPD DOSING CHAMBER (P-2) REQUIRED SIZE, MINIMUM SIZE= 1,000 GALLONS ________ f (1,500 GALLONS) 3" PVC MANIFOLD SOIL TEST (P#1 3899): PROVIDED SIZE = 1,000 GALLONS I P P ❑I - � 1. DATE OF SOIL TEST: FEBRUARY 28, 2013. IO F I 3 PVC ENDCAP SOIL ABSORPTION SYSTEM: L_________I 2. PERCOLATION TEST TAKEN BY RAUL LIZARD[-RIVERA(SE#2758), HOMES AND MCGRATH, INC. TOTAL DESIGN FLOW= 1,150 GPD 3. PERCOLATION TEST RESULTS WITNESSED BY D. DESMARAIS EFFLUENT LOADING RATE = 0.74 GPD/SF 4. PERCOLATION RATE: 2 MIN/INCH." '- - "1• � � � � ) LEACHING AREA REQUIRED= 1,150 GPD /0.74 GPD/SF= 1,555 SF 5. ADJUSTED GROUNDWATER ELEVATION 78 INCHES IN TP-1, ELEVATION 5.7. LEACHING AREA PROVIDED =(2 x 2 FT)+ (1 x 2 FT) =6 SF/LF TRENCH x 308 LF TRENCH = 1,848 SF 6' NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. TYP 4 Of m a- IL r ; CO (1) 2' TYP ' '2^ , t: CU r, s INSPECTION PORT a f° 44' SEE DETAIL ON SHEET CD-5 O.C. (TYP a I- , c �$: PUMP CALCULATIONS PUMP NOTES: U o .� E 14" PERFORATED PVC a LI ILATERAL, INV=12.7 1. PUMP CHAMBERS SHALL BE MANUFACTURED BY SHEA CONCRETE OR c00 'a } ' ° .F Al,. TYP Pump Chamber 1-Lift Station Pump Chamber 2-Dosing Chambe APPROVED EQUAL. PUMP CHAMBERS SHALL BE RATED FOR H-20 LOADING. E r zcc , a ( ) O E rn t 4, of IT �n (D k Total Dynamic Head: Required Dose Volume: 2. INLET ACCESS OPENINGS SHALL BE EXTENDED TO FINISH GRADE AND a o o `; 3/4"TO 12" DOUBLE Force Main Invert at Discharge = 6.42 ft 1350 GPD/7 doses per day= 193 gal EQUIPPED WITH HEAVY DUTY CAST IRON FRAME AND COVER. U o ' � 4. - WASHED STONE TYP 0 3 Pumps Off Elevation= 2.92 ft w 3. PROVIDE VERTICAL SUPPORTS FOR GUIDE RAILS AT 5-0 MAX. SPACING. 0 0 Q ?; >. Static Head Hs= 3.50 ft Pump R ate: SUPPORTS TO BE 316 STAINLESS STEEL WITH 316 STAINLESS STEEL LO w Ar �~ Friction Losses= 4.83 ft Lateral Length= 44 ft HARDWARE. W LO o Q z Total Dynamic Head,TDH = 8.33 ft Number of Laterals, N = 7 0 O 50' END CLEANOUT INSIDE Number of Perforations per Lateral, n= 9 4. CONTRACTOR IS TO COORDINATE LOCATIONS OF ELECTRIC HAND HOLES IN IRRIGATION BOX Hydraulic Power: Lateral Hole Diameter, h= 0.25 in ACCORDANCE WITH OWNER. (TYP; SEE DETAIL ON SHEET CD-5) ¢ T Discharge Rate= 80 gpm In-Line Distal Pressure (desired min. at end), hd= 2.5 ft 5. CONTRACTOR SHALL SUPPLY ALL CONTROLS REQUIRED FOR A z TDH= 8.33 ft g ,q= ( z °5)= gpm COMPLETELY AUTOMATIC SYSTEM INCLUDING PUMPS, FLOATS SWITCHES, z Perforation Discharge Rate 11.79 x h x hd 1.165 m Hydraulic Power=Q(Ibs) * P/33,000= 0.17 Hp Lateral Discharge Rate (q x n)= 10.49 gpm VISUAL AND AUDIBLE HIGH WATER ALARM,AND DUPLEX CONTROL PANEL �? Pump Efficiency= 65% Required Pump Discharge Rate,Q= (N x q x n)= 73.40 gpm WITH CIRCUIT BREAKERS, OVERLOAD PROTECTION, MAGNETIC STARTER, SOIL ABSORPTION SYSTEM Contingency Factor= 105% Hp Provided Discharge Rate= 80 gpm AND RESET AND ELAPSED TIME METERS. Z 1"=1 0' Required Pump Power= 1 Hp Q 6. CONTRACTOR SHALL CONNECT PROPOSED PUMPS TO POWER SOURCE IN a Total Dynamic Head: BUILDING AS DIRECTED BY THE OWNER. PUMPS AND ALARMS SHALL BE Pump Recommendation: Lateral Invert Elevation= 12.70 ft WIRED TO SEPARATE CIRCUITS. ALL WIRING SHALL BE PERFORMED IN WB Goulds Model 3887BF, 1 Hp,or approved equal Pumps Off Elevation= 5.20 ft ACCORDANCE WITH LOCAL BUILDING AND WIRING CODES. JUNCTION �, LO }, IL Static Head, Hs= 7.50 ft DISCONNECTS SHALL BE MOUNTED IN A WEATHERPROOF ENCLOSURE � CO SEPTIC SYSTEM NOTES: ADJACENT TO THE PUMP STATION. CONTRACTOR SHALL OBTAIN ALL Friction Losses= 43.9 ft PERMITS NECESSARY FOR ELECTRICAL CONNECTION. ~ E o >. C Total Dynamic Head,TDH = 51.40 ft +�' > Q (� 1. ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY UNDER AND 5 BEYOND THE PROPOSED p 0 U) DISPOSAL AREA. THIS AREA MUST BE BACKFILLED TO ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON-SITE 7. PIPE PENETRATIONS TO BE LOCATED 18" MIN. FROM VERTICAL JOINTS IN N Q 4_; -� 4-a Q OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM Hydraulic Power: WET WELL, ALL PENETRATIONS IN WET WELL SHALL BE GAS TIGHT. E ,� OORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL Provided Discharge Rate= 80 gpm N E V U) MATERIAL SHALL MEET THE REQUIREMENTS OF TITLE 5, SECTION 15.255 (3). 8. PUMPS TO BE CAPABLE OF OPERATING WITHIN SPECIFIED OPERATING � I- (� TDH= 51.40 ft CU Ca p RANGE WITHOUT VIBRATION, CAVITATION OR OVERHEATING. LL a) Hydraulic Power=Q(Ibs) * P/33 000= 1.04 Hp W 2. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS �, -'` _' THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE. Pump Efficiency= 65% 9. ALL PIPING AND VALVES IN PUMP CHAMBER SHALL BE SCH 80 PVC. C U Contingency Factor= 105% Hp U 0 3. ALL PIPING TO CONSIST OF POLYVINYL CHLORIDE PIPE (P.V.C.)SCHEDULE 40, UNLESS OTHERWISE NOTED. Required Pump Power= 3 Hp Q CU cn Z N I Q 4. THE LOCATIONS OF ALL SEPTIC SYSTEM COMPONENTS SHALL BE STAKED IN THE FIELD BY A REGISTERED LAND Pump Recommendation: U) U SURVEYOR. Goulds Model 3887BHF,3 Hp,or approved equal i 0 0 5. THE CONTRACTOR SHALL COORDINATE INSPECTION OF SEPTIC SYSTEM INSTALLATION WITH DESIGN ENGINEER AND T LOCAL BOARD OF HEALTH PRIOR TO BACKFILLING. LO 0) 6. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION,THE DESIGN ENGINEER SHALL PREPARE AN AS-BUILT PLAN OF co THE SYSTEM FOR SUBMISSION TO THE LOCAL BOARD OF HEALTH. THE CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO THE DESIGN ENGINEER PRIOR TO BACKFILLING ANY COMPONENTS. F A m rn 7. EXISTING UTILITY LOCATIONS HAVE NOT BEEN VERIFIED. PRIOR TO THE START OF EXCAVATION ACTIVITIES THE Project No.: 143-89057-14003 °-° CONTRACTOR IS TO CALL DIG-SAFE AT 1-888-344-7233. Designed By: MWM = 8. NO CHANGES ARE TO BE MADE TO THE PLAN DURING CONSTRUCTION UNLESS APPROVED BY THE DESIGN ENGINEER Drawn By: MWM aoi AND BOARD OF HEALTH. M Checked By: SPR 2 0 9. SEPTIC SYSTEM SHALL BE INSPECTED IN ACCORDANCE WITH 310 CMR 15.254 (2)(d). m ;= N10. RESERVE AREA LOCATED BETWEEN TRENCHES. C-5a o fI (h V lommomommmmil I � Bar Measures 1 inch i - _ I ___ _. ._ -- _ ----- ------ - _... --- - i 1 2 3 1 4 1 5 6 1 7 8 f 20 E � � �__ -__--____ __.______.___ T.__.-______ __ __.___ _-_.__.__ -.__-_ _ -__ _.__- . _ _ _______-___ _ ___._________ .__._._...._..._ _.- . __- _.._.._ _._._....._._ i O POWER AND CONTROLS TO SEWER PUMP STATION. V a REMOVABLE COVERS SHALL BE SET COORDINATE LOCATION OF PANEL AND ALARM WITH W 2 cT - AT A MINIMUM 4"AND MAXIMUM 6" SMH-6 WORKING BARN LAYOUT AND MECHANICAL SYSTEMS. � Co DEPTH BELOW FINISHED GRADE RIM = 11.4± SMH-7 O M 15 FINISH GRADE UNLESS OTHERWISE NOTED INV IN = 9.54 (GT-1) - tm E- x RIM 11.7± SMH-3 r ......... ..... ..................... ... ................. INV OUT= 9.44 SMH-7 IN - - SMH-4 SMH-5 •E � _......... .................._.... .. ................................................. � ) V IN =8.80 SMH RIM 6 11.5± -)._.._.._....................................__...._..._.............._.................. RIM 11.5± RIM 11.6± 15 ................_..._............._...........................................................-........_..................._.....__........__.................._....._...................._..-..._. 0 INV IN = 8.80 (COW BARN) INV IN - 8.47 (SMH-2) INV IN = 8.70 GREENHOUSE INV IN =7.12 SMH-4 _..............._........._....................._..__....._...................................._...................................................._........................:.................._........................._.__.................._......._.................._..........................__.-....._ u_ o G E-14.0 ( ) ( ) ACCESS HATCH SHALL BE SET 9 N INV OUT= 8.70 (SMH-3) INV IN =8.12 (SMH-7) INV IN = 7.69 (SMH-3) INV IN = 8.85 (WORKING BARN) AT FINISHED GRADE (SEE PUMP o INV OUT=8.02 (SMH-4) INV OUT= 7.59(SMH-5) INV OUT= 7.02 (SEP-1) CHAMBER 1 DETAIL ON SHEET CD-6) W rn o 10 I _.. P_RO FOUNDATION-_ �___ __ __.____ ......... / / , / (COW BARN) -_.___ 10 1,000 GALLON r r ' 11 �' FOR CONTINUATION I GREASE TRAP INV=9.77I I i 62 LF 6 PVC / - TO LEACHFIELD 40 LF 6" PVC @1.0% (GT-1) 23 LF 6" PVC @1 0% ) SEE PROFILE BELOW .....> 774 / I - 5 _ - I ,/ ADJUSTED GROUNDWATER ELEV. = 5.7 - - - - - - - - - @1.0% �;` ... I..... , - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - -� _ - - - - - - - ._ _� �::..... . ..... , - -- - - - - - - - - - - - - - - - - - - - -� - - - -- - - - - - - - .I....................................-.1................................................. ...... . ....... . . .. ..... a.,..<., > - - - - - - - ..._..... r t .. .. _...... ._................_ ... ................... ............. .............. ...._ ..... .. �.. .. - - - . < a >;7 ........... ._........... ........._..._...... ....... - M .. .. ......... .-. ... ....... .. . ... .. _..._.............. .._ = - - 1­11.1INV- 6.67 I OBSERVED GROUNDWATER ELEV. -4.0 6" PVC - - - - - - - - INV= 6.70 �d��tTH _p. - -6"-I' - - - - - - - - - -- - 2500GALLON ` , INV- 10.02 6"COMPACTED GRAVEL BASE FROM COW BARN -- - - - 6'� PVC - - - - -- - - -- - - - - - 7LF6" PVC - - -- - - - - - - - - -- -3LF6"�'�- - - - - - - - - - - - -- - - -- �r°� Mrs 42 LF 6" PVC FROM WORKING BARN PUMP TANK s < MassDOT-M1.03.0 TYPE B (TYP) FROM SMH-2 0 47 LF 6" PVC @1.0% 3,500 GALLON @1.0% P_1 185 LF-3" FORCE MAIN S� I 72 LF 6" PVC @1.0/° ° SEPTIC TANK ( ) SLOPED CONTINUOUSLY U R Ro R/cK c @1.0% INV= 6.95 UPWARD TO SMH-8 -v c/Vi��� m @ 0.8% 6„ PVC (SEP-1) _ _: .._,,. � .. ��� ._� r °4/ __ INV=6.42 n �'�+ °sa °,'' FROM GREENHOUSE w-_.__.__ _- -__---- ______ __._.__.______. ___._ ___ _ ___-____._.__.__.____ _ _�-__.-__._._ _.______...__ _ __ - __._.________....._.._.____ .__ __-. __.__ -_.__ _____ _.._.__ ___ _._____ _____ _...._.---_.__..____ _ _____..._.______._____ __ ______.__.._ __ _...__.____-- ---__ __ ____._.___...__ . t k _.__. -----'- ---_.-...-� ERE NO � Q� 0 sso�� - __ __ F _5 SEPTIC SYSTEM PROFILE 1 1"=4' 20 20 SMH 8 RIM = 12.3± RETAINING WALL 3" MANIFOLD FINISH GRADE E INV IN = 9.50(SEP-2) FINISH GRADE INV. = 11.0 15 INV IN =9.50 (P-1) ACCESS HATCH SHALL BE SET AT FINISHED GRADE 14" LATERAL INV OUT= 9.40 (P-2) (SEE PUMP CHAMBER 2 DETAIL ON SHEET CD-6) INV. = 12.7 15 /�� I -Z I 7- ri; Y$, t -� _1 1 ff 1 e. I{ N 1 c, I:T7 _�`. ,�`"` y)'f'. 'l '. Y"5 6� .��� `� 2, .r 'ti kl�, , , `1 TY 4 r 1 0 _----------- ------------- --- 1� -- _____-- ----------_-- - 11 -- ----------- a ________ ___ ------ _.___ _.____.--- _ _.._______r _.._____ _ ________ > � � � ,�,,, ,. ELEV 10 7 _.__ _.____. _____ _ -_._._ _.______ ______ ___.___,.__ �__ _ _._. ___ _.______-_._ ___ ______._____-_________.__- __ ___________�____ _ , 10 _ _______ _ _ _____ z_ __ -____ _-_.--� _._-_-__ - _. ___ ------- _____._ __. - _ [I / Y, ..�, - 1,500 GALLON _ 5' MIN. „ 1„ INV-9.25 INV= 9.00 2 FT. LAYER OF 3/4 TO 12 15 LF 6" PVC PUMP TANK 3" FORCEMAIN @1 0% (P-2) DOUBLE WASHED STONE (TYP) ADJUSTED GROUNDWATER ELEV. = 5.7 FROM P-1 ADJUSTED GROUNDWATER ELEV. =5.7 - - ..........................................................--............................................................. _ mmm 5 OBSERVED GROUNDWATER ELEV. 4.0 -- - - - - - - - - -- - - - - - - - - - - - - - .._...Y..�'- -s _ _ `, -t .._.�._. m..._- - -- - - - - - - - - - OBSERVED GROUNDWATER ELEV._4_0- - 6"COMPACTED GRAVEL BASE MassDOT-M1.03.0 TYPE B (TYP) D 0 -5 .:..........................................................................................................._.............._.._..-............................................................._.mmmmm..............................._..-_ -......._-................mmmm..................................................................................._..__.... _.........._._..._..............._....... ..............._........................................._....._.mmmm........................................................................................_..................................................__............._......._-................................................................................................_.._......_................................_............................ -5 mmm SEPTIC SYSTEM PROFILE 2 1,/4" LATERALS 8'O.C.TYP. 0.1 1„_4, >_ a o_ m cn co FINISH GRADE REDUCER BUSHINGS 6" LOAM AND SEED-\ AS NEEDED a E E N ca 3" LATERAL MANIFOLD E m w 0 110­ I__ () FILTER FABRIC TO PREVENT o o p°� p°� p�0� q E H MIGRATION OF FINES p.0 0°000.080 14" MIN. °o°0000�0 0°°°00� - _ C MANIFOLD TYPICAL ELEVATION ° ° ° °° ° ° 14" DIA. PERFORATED PVC LATERAL ppp�0°°0°�o°°vo 36" MAX. 000°Oo°Oo Op O°°°°o°0p o o . o,.o 00 0 . o,.o 14 (SCH 40) PVC . U O w N.T.S. 2" MIN. 1/8"TO 1/2" PIPE E p DOUBLE WASHED STONE 1500 ° o 150 U NATURAL SOIL 24" EFFECTIVE FREE OF IRON, FINES, z E a O 2 m C� r DEPTH AND DUST IN PLACE � E 0 ELEV. = 10.7 IZ cn q 6 SEPARATION �, TEE 24„ DISTANCE PRESSURE DISTRIBUTION NOTES: U) 0 °' W rn a3) J 3/4"TO 1 1/2" DOUBLE WASHED STONE o o m EFFECTIVE w FORCE MAIN FREE OF IRON, FINES, AND DUST IN PLACE WIDTH 1. 1�" DIA. SCH 40 LATERALS 44' LONG 0 4 (7 REQUIRED) ,n w r O - - NOTES: 2. 1/4" ORIFICES SHALL BE DRILLED IN THE LATERALS AT 5' ON >\�t� 7/ , Qp Lo Ulill/ .° CENTER ALTERNATING BETWEEN THE 5 O'CLOCK& 7 O'CLOCK O�� y 4 D . � ° . . . - 1. SOIL STABILIZATION FABRIC, AMOCO PROPEX 2002 OR EQUAL POSITIONS. (9 ORIFICES PER LATERAL) Y4 OAF � ►o . .° SHALL BE INSTALLED DIRECTLY ABOVE THE "PEASTONE". FABRIC Q T- e ° ° - SHALL EXTEND A MINIMUM OF 5' BEYOND THE LIMITS OF STONE 3. END ORIFICES SHALL BE DRILLED AT CROWN OF LATERAL. z > ° V. v . 0 ° 45° AND SHALL OVERLAP A MINIMUM OF 3'AT JOINTS. 1/4" PERFORATIONS ALTERNATING CONCRETE AGAINST 45° MAX 2" PVC ELBOW 4. ALL ORIFICES SHALL BE DRILLED&SHAVINGS SHALL BE UNDISTURBED MATERIAL MAX � W/REDUCER LEACHING TRENCH FLUSHED FROM MANIFOLD & LATERALS PRIOR TO BETWEEN 5&7 O'CLOCK POSITIONS z PLAN BUSHINGS N.T.S. INSTALLATION OF END CAPS. @ 5 FEET ON CENTER. ONE ORIFICE a _ TO BE DRILLED EVERY 5 FEET D ° B L �45° MAX °' ° LATERAL PIPE PERFORATION a N.T.S. Lo w ! j. _ _ CONCRETE AGAINST M o E SECTION UNDISTURBED MATERIAL FINISH GRADE E O C0 . o IRRIGATION BOX F- o N _. N Q L_ A o fn cn TO FINISH GRADE > MAIN o o CONCRETE AGAINST THREADED CAP W/ N Q- O.O ' ' O UNDISTURBED MATERIAL 2 SCH W E "s E m CL PVC RISER END CLEANOUT FINISH GRADE 4" ORIFICE _ __ __ - __. - �_ _ . p E _ 3" MAX. _. (...-.__ _ i U cn 1 n n . 1 _ __.i , _ ; _._� __. I i 12 BALL VALVE W/2 € jm___! . L _.___� {_.._ ._.._ !-_.__ a) 0 0 O SQUARE/T-STYLE' ..:. - = ,L _0 ^ e �. Co O OPERATOR NUT CLEANOUT WITH �, N _c w PLAN r 4 SOLID PVC RISER V CU w PVC REDUCER _ 14 O SCH 40 PVC 14" LATERAL SCREW-IN CAP 2 .- :f..+ cn NOTES: LATERAL WITH Of >,2 Q Q PVC TEE `' > 1/4"ORIFICES 0 0 N = Co PERFORATIONS TO EXTEND Z W L (n U 1. ALL ELBOWS, BENDS,AND CAPS SHALL BE BRACED WITH 3" SCH 40 PVC sIli ---- M BEARING AREA FOR VARIOUS DIAMETERS CONCRETE THRUST BLOCKS. JOINTS SHALL NOT BE ENCASED - __.. MANIFOLD PIPE _ _ 3/4"TO 1 1/2" DOUBLE WASHED FULLY INTO STONE LAYER TO 4" PERFORATED PVC RISER STONE/SOIL INTERFACE WRAP o IN CONCRETE. - STONE WRAP WITH FILTER FABRIC o '','< WITH FILTER FABRIC � FITTING 4„ 6„ 8„ 10„ 12„ 16„ z a . f � ,y 0 1/32 BEND (11 1/4°) 2 S.F. 2 S.F. 2 S.F. 2 S.F. 3 S.F. 5 S.F. 2. BEARING AREA IS AREA OF CONCRETE BEARING AREA SHOWN > , ., °' IN THE TABLE W/ H APPROX. 112 L. IN CONTACT WITH WALL OF "L `* . NOTES: `. : a s M 1/16 BEND (22 1/2°) 2 S.F. 2 S.F. 3 S.F. 3 S.F. 4 S.F. 5 S.F. TRENCH (H X L). z = , �111 , I t ... d q 1/8 BEND (45°) 2 S.F. 2 S.F. 3 S.F. 5 S.F. 7 S.F. 12 S.F. 1. ALL JOINTS SHALL BE PRESSURE FITTED IN ACCORDANCE WITH THE o 12'90° SWEEP 0 w `�, .- r' _ i,b` ,o 0 0 ?" i' . ' `t,� 3. HEIGHT AND LENGTH AS REQUIRED TO OBTAIN. Q :t ; � $,>. i t , "4t r rYry i 1/4 BEND (90°) 3 S.F. 3 S.F. 6 S.F. 9 S.F. 12 S.F. 21 S.F. MANUFACTURER'S REQUIREMENTS. 008 J F'� " ., a / 0 0 0 �� x _ o� 4 VENT HOLE ,,ti -;.-�-� t �;.. o 0 0 " 1 r r .%„ Project No.: 143-89057-14003 4. THRUST BLOCK SIZING BASED ON 150 PSI WATER PRESSURE o a < r B TT- OF STONE" o 0 0 > �'' �.t F, ° a 2. THE PRESSURE DISTRIBUTION SYSTEM SHALL BE TESTED PRIOR TO TEE/PLUG 2 S.F. 3 S.F. 4 S.F. 6 S.F. 9 S.F. 16 S.F. AND 2000 PSI SOIL BEARING CAPACITY. d°Oap 6 INCHES OF 3/4"TO 1 1/2" DOUBLE WASHED STONE .... I i .._ E ,.- i .: a Designed By: MWM a BACKFILLING TO ASSURE A MINIMUM DISTAL PRESSURE HEAD OF 2.5'AT FREE OF IRON, FINES, AND DUST IN PLACE -_ 1_.___ -_-I i 1 -- = M THE LATERAL ENDS. CONCRETE BLOCK .- - Drawn By: MWM Co Checked By: SPR 2 FORCE MAIN THRUST BLOCK it � TEE TO LATERAL/MANIFOLD CONSTRUCTION � N.T.S. END CLEANOUT DETAIL INSPECTION PORT �: N.T.S. I N N.T.S. N.T.S. C-60 o >, M a o U I� mor Bar Measures 1 inch _ _ _ LI _- _ _ - _ i 1 2 3 4 5 6 7 8 14'-0" = o o 0 U r N O 13'-0" m W o C LLO 10'-6" O X 10'-0" E u � o u_ o -- - - - - -- - - - - - - - - - - - - ---- - - - G I I I I M 24" DIA CLEANOUT COVER 2 PLACES I I 20" DIA CLEANOUT COVER I o 2 PLACES i o 2' -- I O I I I I 20" bA" 1 I I T-0" 8'-0" 5'-2" 5'-8" - - a .4 n - - 6a An L „ - - - - - - - LIQUID 5-0 I I R Npar �s 6" 6"3 36"X36"ACCESS HATCH (H-20) LEVEL 36"X36"ACCESS HATCH (H-20) 4'-3" -- - (HATCH SHALL BE SECURED WITH KEY) I (HATCH SHALL BE SECURED WITH KEY) 5-0" 5-10" 4 �62 -n �o L - LEVEL 3�� 3"fl S� TERED 4'-3�� '��c Ers;�c� a I I L - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - -J FORM ACCESS COVER OVER PUMPS. PLAN VIEW ACCESS COVER SHALL BE LARGE ENOUGH F TO ALLOW REMOVAL OF THE PUMPS FOR SERVICING PLAN VIEW AND CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. 5'-211 END SECTION ACCESS COVER SHALL BE SET AT FINISHED GRADE. 5'-8" FORM ACCESS COVER OVER PUMPS. ACCESS COVER SHALL BE LARGE ENOUGH 3" MIN. CLEARANCE (TYP.) END SECTION TO ALLOW REMOVAL OF THE PUMPS FOR SERVICING LIQUID LEVEL AND CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. 30" MIN. ACCESS COVER SHALL BE SET AT FINISHED GRADE. 6�� d Ja , a 6" DIA INLET 3" MIN. CLEARANCE (TYP.) - - - - - - -711 30" MIN. ALARM LIGHT A OUTLET ELEV. =9.00 10" MIN. 6" DIA INLET EMERGENCY - - - - _ - _ _ - CONTROL PANEL 5'-10" CAPACITY OUTLET ELEV. = 6.42 INSTALL IN READILY 4'-3" VOLUME ACCESSIBLE LOCATION 4'-7" ti 10" LAG PUMP AND ALARM ON ELEV. =6.25 MIN. LIQUID LEVEL LEAD PUMP ON ELEV. =6.00 4 EMERGENCY DOSE 6'-1" E CAPACITY VOLUME 4'-311 VOLUME �� 6" DEAD STORAGE ALL PUMPS OFF ELEV. =5.50 4'-9" a n BOTTOM OF PUMP CHAMBER ELEV. = 5.0 { LAG PUMP AND ALARM ON ELEV. = 3.45 a 4 5 L f " .> •�., 1 �...%�- '.. -' �.lT .,,./.� t { _�. 1 i�.< /'��./,,d l.. /'� 7 L i„ `.. /l i '�7\...a;� `.. 1,,..,,(�. LEAD PUMP ON ELEV. = 3.20 PUMP VOLUME b ALL PUMPS OFF ELEV. =2.92 6"COMPACTED GRAVEL BORROW 6" DEAD STORAGE SECTION VIEW MASSDOT SPEC M1.03.0 TYPE C O OF PUMP CHAMBER ELEV -2 42 BOTTOM NOTES: STORAGE CAPACITY: b " 1. CONCRETE:4,000 PSI MINIMUM AFTER 28 DAYS, DENSITY 140 PCF. DEAD STORAGE = 10'x 5.17'x 0.5' =26 CF= 193 GAL " b ,b NOTES: COMPACTED SUBGRADE DOSE VOLUME= 10'x 5.1T x 0.5' = 26 CF= 193 GAL --� � ,y. �:,�. _��':-.�_.,;- - -�_� ,�,, _nt_,-.-'` :-:�.?,�=%� •_-��r.-�....1��,t_1��:.,1�-��.���L-ti ,.`.,..� --�...�. �._. � \-'.��,,-_,t_--,-.> 1 .�t_>,���.: R METER RE IRED FOR EA H PUMP. ;� ,� Q _ �r _� 1. HOU S QU C 2. ALL REINFORCEMENT PER ASTM A615 FOR WIRE FABRIC. - ' _ < ......z ..1<x '< _ .. z ? .....z .,... .<. .z (`<...:... .... .. z� a'..;K ......? �<x.....,..•,-„ EMERGENCY VOLUME - 10 x 5.17 x 3.25 168 CF = 1,257 GAL 2. ALARM AND PUMPS SHALL BE ON SEPARATE CIRCUITS. 3. DESIGNED FOR H-20 LOADING. SECTION VIEW 6"COMPACTED GRAVEL BORROW 3. COUNTERS REQUIRED FOR EACH PUMP NOTES: MASSDOT SPEC M1.03.0 TYPE C 4. TONGUE& GROOVE JOINT SEALED WITH BUTYL RESIN. 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS, DENSITY 140 PCF. COMPACTED SUBGRADE PUMP CONTROL PANEL 5. ALL PIPING AND VALVES IN PUMP CHAMBER SHALL BE SCH 80 PVC 2. ALL REINFORCEMENT PER ASTM A615 FOR WIRE FABRIC. STORAGE CAPACITY: N.T.S. 6. FLOATS SHALL BE HUNG FROM STAINLESS STEEL BARS MOUNTED WITHIN 18 INCHES OF THE 3. DESIGNED FOR H-20 LOADING. DEAD STORAGE= 13'x Tx 0.5' =45.5 CF = 340 GAL HATCH. DOSE VOLUME = 13'x 7'x 0.28'=25.5 CF= 191 GAL PUMP CHAMBER 2 (P-2) 1 ,500 GALLONS 4. TONGUE& GROOVE JOINT SEALED WITH BUTYL RESIN. EMERGENCY VOLUME = 13'x 7'x 3.47' = 316 CF =2,362 GAL D N.T.S. 5. ALL PIPING AND VALVES IN PUMP CHAMBER SHALL BE SCH 80 PVC 6. FLOATS SHALL BE HUNG FROM STAINLESS STEEL BARS MOUNTED WITHIN 18 INCHES OF THE HATCH. PUMP CHAMBER 1 (P-1) (2,500 GALLONS) 10'-0" N.T.S. 9'-0" - - - a- -- s-.- _.-.--.- -� �4� -- -..-. - - Lj PRECAST REINFORCED 1 24" DIA I .p4 PRECAST 14'-0" CONCRETE TANK VER REINFORCED 13'-0" CLEANOUT PLACES) I z m a � CONCRETE TANK a..j 24" DIA I .'` CLEANOUT COVER I i i I i i I i i I 4�_p" 5�_p" a (3 PLACES) Le a'I E l j ( m _ I I I I T-o" 8'-0" Q o E, - - - - - - - - - -- - -- - - - - L �N�/ ,b - b _f d a C 1.E n n O w U Z F m I� t PLAN VIEW O REMOVABLE COVERS SHALL BE SET FRAME AND COVER d cn o AT A MINIMUM 4 AND MAXIMUM 6 E (3 PLACES) DEPTH BELOW FINISHED GRADE U) a 3 4 b a UNLESS OTHERWISE NOTED 4" PVC VENT ADJUST RIM ELEV WITH A o o PLAN VIEW MINIMUM 2 AND MAXIMUM 5 FRAME AND COVER TO COW BARN � LO W 4"VENT PIPE AS COURSES OF RADIALLY z REMOVABLE COVERS SHALL BE SET (3 PLACES) NECESSARY PER PLACED RED BRICK p L BUILDING CODE O AT A MINIMUM 4"AND MAXIMUM 6" ADJUST RIM ELEV WITH A U MINIMUM 2 AND MAXIMUM 5 REQUIREMENT 2' �-2' 2' 2' DEPTH BELOW FINISHED GRADE UNLESS OTHERWISE NOTED COURSES OF RADIALLY - - �® a - - g" c� PLACED RED BRICK �. _ z - -3" MIN. CLEARANCE (TYP.) J♦ 2' 21 2' 2' INLET _ OUTLET U a ba 8" 8�� b - - - - - - - - - - - - - - - - - - - - - - - b - b - - - - - - 3" J� 3vl� . J INLET 3" MIN. CLEARANCE (TYP.) 6� . .p LIQUID LEVEL 6-0 n- 4 11 6'-0" LIQUID 5'-0" ~ - - -� - - - - - - - OUTLET - - - - - - - 4�_ LEVEL Q 02 B 1 p 10„ 4'-9" bF 0 4-6 4'-0" -►-) , M W MIN. 3" - MIN. STORAGE CAPACITY: c (0 Co 22" 7'-10„ 2'-0" 9 x4'x4=144 CF= 1,077 GAL F_ E p W 7'-10" LIQUID LEVEL l BAFFLE LIQUID `�" 6 8 12" U) 5'-81' 1 WALL 6 LEVEL 5�_8� 6 6 o Q >- 6'_5" ba " n a L COMPARTMENT 1 6-2 6 b 6 n N Q COMPARTMENT 2 .. _t L z P 1 1._ .; . . E 2 Li G 8'-0" 4': 4'-8" 4'-0" can U O U) 5'-0" co c`a i.+ p 9 6 6" COMPACTED GRAVEL BORROW > W 6 J C: c ' `_x ,' x c ?� X: \-iEL FILTER MASSDOT SPEC M1.03.0 TYPE C END SECTION MODEL A100 8x18 T-0" E U w OR APPROVED EQUAL 81-0" COMPACTED SUBGRADE Q 6I a: " PVC SUPPORT PIPE N d N Q STORAGE CAPACITY: 6" COMPACTED GRAVEL BORROW END SECTION SECTION VIEW z U-) U) U COMPARTMENT 1 8'x 7'x 5.67' = 317.5 CF = 2,375 GAL MASSDOT SPEC M1.03.0 TYPE C M COMPARTMENT 2 =4.67'x Tx 5.67' = 185 CF = 1,384 GAL NOTES: 0 T COMPACTED SUBGRADE 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS, DENSITY 140 PCF. LO SECTION VIEW 2. ALL REINFORCEMENT PER ASTM A615 FOR WIRE FABRIC. w NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS, DENSITY 140 PCF. 3. DESIGNED FOR H-20 LOADING. A 0 2. ALL REINFORCEMENT PER ASTM A615 FOR WIRE FABRIC. 4. TONGUE&GROOVE JOINT SEALED WITH BUTYL RESIN. Project No.: 143-89057-14003 rn 00 Designed By: MWM d 3. DESIGNED FOR H-20 LOADING. 5. INLET AND OUTLET TEES SHALL BE SCHEDULE 40 PVC. c Drawn By: MWM a 4. TONGUE &GROOVE JOINT SEALED WITH BUTYL RESIN. Checked B SPR y: 5. INLET AND OUTLET TEES SHALL BE SCHEDULE 40 PVC. 1 ,000 GALLON GREASE TRAP (GT-1 ) SEPTIC TANK 1 (SEP-1) 3,500 GALLONS N.T.S. OC-7 N N.T.S. 7 U M i Bar Measures 1 inch j l 1 2 3 4 5 6 7 8 �. E a) ■` o 000 V Lr-- O O N W ;= Qo FINISHED GRADE ` c L CRUSHED STONE, GRAVEL BORROW O E m OR ORDINARY BORROW AS DIRECTED DRAIN OR UTILITY E U 2 o G 1 SQUARE INCH WOODEN STAKE TO N MARK STUB LOCATION VALVE BOX&COVERLABELED WATER 2-3/4"TIE RODS (1 EACH SIDE) W 0 FASTEN TO SOCKET FULL PIPE CURB BOX FINISH GRADE FINISHED GRADE CLAMP AT BELL(TYP) 450 BEND LENGTH 0 ROADWAY (TYP) c o j 18" MIN a 45°-60° 5' MIN TEMPORARY STUB `�?; ;�� ���, TIE ROD TO EXIST �,;�� ADJUSTABLE SLIDING VALVE BOX .. BELL (TYP) 1- #4 REINFORCEMENT(TYP) EXISTING MAIN 5011 MIN. PROPOSED DI f ,\ 6" '\ #3 REINFORCEMENT(TYP) WATER MAIN CLASS 52 PLACE CONCRETE AGAINST WATER TAPPING SLEEVE UNDISTURBED EARTH TYP 8'-0" MIN �+THoF MAIN TYPE K COPPER SERVICE TUBING (TYP) o�� SIZES 3/4"TO 2" INCLUSIVE CURB STOP k �' ��QrR�G� �e _ o NOTES: c/ ro Cn ci Cj CORPORATION STOP Hp V0 m 1. SEE THRUST BLOCK DETAIL FOR BEARING AREAS. reRa F` EiyCtfit� F NOTES: GRANULAR FILL OR COMPACTED TEE AND GATE VALVE UNDISTURBED SUBGRADE WATER MAIN CROSSING 1. TUBING, CORPORATION STOP& CURB STOP SHALL BE PER TOWN FLAT STONE N.T.S. C SPECIFICATIONS. 2. BACKFILL TUBING WITH 8"SAND,TOP, BOTTOM AND SIDES. NOTE: 3. SEE TOWN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1. COORDINATE CONNECTION AND INSTALLATION WITH WATER DEPARTMENT. 4. PROVIDE SADDLE FOR ALL AC AND PVC MAINS AND ALL 2"OR LARGER STOPS. 2. TAPPING SLEEVE AND GATE VALVE SHALL BE PER TOWN SPECIFICATIONS. SEWER PIPE WATER SERVICE DETAIL TYPICAL WATER MAIN CONNECTION 6,1 3000 PSI CONCRETE N.T.S. N.T.S. WATER MAIN COMPACTED COMMON FILL h 12" ELEVATION 12" f 6" SEWER PIPE E 6" 3000 PSI CONCRETE WATER MAIN COMPACTED COMMON FILL CROSS COUNTRY ROADWAY TRENCH WIDTH HYDRANT PER MUNICIPAL STANDARD FINISHED GRADE SURFACE TREATMENT VALVE BOX&COVER FINISH GRADE TURF SOIL AS REQUIRED SECTION AS INDICATED TURF SOIL SUBBASE AS REQUIRED ROAD SURFACE „ 6 .f NOTES: ANCHORING TEE W/6" SUITABLE COMPACTED �� 1. ONE FULL LENGTH OF SEWER LATERAL SHALL BE PLACED OVER THE WATER PIPE SO EXISTING GROUND THAT BOTH JOINTS ARE AS FAR AWAY FROM THE WATER CROSSING AS POSSIBLE. TEE (RESTRAINED MJ) BACKFILL SURFACE SINGLE PLY ROOFING APPROVED ON-SITE BORROW D.I PIPE TO MATCH COMPACTED IN V LIFTS 2. WATER PIPE SHALL BE PLACED SO THAT BOTH JOINTS ARE AS FAR AWAY FROM THE STREET MAIN 5'-0"± FELT ,, APPROVED ON-SITE BORROW � SEWER CROSSING AS POSSIBLE. CRUSHED STONE OR TO BE COMPACTED IN 2'LIFTS STREET MAIN 1/2"SCREENED GRAVEL T-0" MIN, DIA, ; WATER MAIN CROSSING AT SEWER AT LEAST 6"ABOVE SEWER ,. • HYDRANT DRAIN RING N.T.S. D , CLASS C CONCRETE 6" MIN ! THRUST BLOCK GATE VALVE CLASS C n ADJUST TO RIM ELEV WITH A MIN 6 CF OF CRUSHED �, fro° FOR PVC SEWER PIPE CRUSHED MINIMUM 2 AND MAXIMUM 5 CONCRETE STONE OR SCREENED p ^`x` A° STONE SHALL BE PLACED AGAINST FRAME AND COVER THRUST BLOCK - =a =! TO BE LEBARON TYPE A MASS STANDARD COURSES OF RADIALLY PLACED UNDISTURBED GRAVEL AROUND BASE OF UNDISTURBED SIDES AND BOTTOM SET IN A FULL BED OF MORTAR. RED BRICK(MHD SPEC M4.05.2). EARTH HYDRANT OF TRENCH TO 6"ABOVE THE CROWN COVER TO READ "SEWER" IN 3" LETTERS. (MORTAR TO BE PER MDPW SPEC M4.02.15) CONCRETE BLOCK SET ON UNDISTURBED EARTH COMPACTED SUBGRADE REMOVABLE COVERS SHALL BE SET IN PAVEMENT AREAS INSTALL HIGH EARLY STRENGTH AT A MINIMUM 4"AND MAXIMUM 6" 3/"-4,000 PSI CONCRETE COLLAR SURFACED WITH A DEPTH BELOW FINISHED GRADE MINIMUM 1.5" BITUMINOUS TOP COURSE OVER THE COLLAR UNLESS OTHERWISE NOTED >- HYDRANT CONNECTION SEWER TRENCH SECTION 12° ALTERNATE TOP SLAB TO m `� `� N.T.S. N.T.S. MEET OR EXCEED H-20 LOADING a 9" a CONE SECTION IN 2'-4' HEIGHTS. _ PIPES NOT TO PIERCE CONE E a 24 8 SECTION-USE TOP SLAP E E BUTYL RUBBER SECTION JOINTS Q w PER ASTM C-990 AND AASHTO M-198 RISER SECTIONS IN a 46 o 1'-4' HEIGHTS Q C o Z N E O C) g STEPS 12" O.C.AND z E c COAT ALL EXTERIOR O a? rn AS SPECIFIED 48„ CONCRETE SURFACES WITH 2 a 5. COATS OF FACTORY APPLIED U �° SLOPE BRICK SHELF BITUMINOUS WATERPROOFING U) 0- 3 Q 1/4"/FT. WITH o o cn w HEADERS LAID FLAT w LO LO O_ BASE SECTION IN FLEXIBLE SLEEVE WITH r o � � U 2'-5' HEIGHTS ——— — ———— STAINLESS STEEL CLAMP ~ CROSS COUNTRY ROADWAY z FINISHED GRADE SURFACE TREATMENT TURF SOIL AS REQUIRED a V U SUBBASE AS REQUIRED a Q 6<` !1 a d :. C EXISTING GROUND U w B SURFACE UNDISTURBED EARTH ' a BRICK CHIPS AND MORTAR +-, N L g OR CEMENT CONCRETE INVERTED ARCH WITH CD CLASS - w SHEETING, IF REQUIRED, TO BE CUT CLASS "A" BRICKS LAID ON EDGE N N APPROVED ON-SITE BORROW OFF AT LEAST 2' BELOW STREET AND USING FULL MORTAR JOINTS f— E Co o2 � >- TO BE COMPACTED IN 2' LIFTS A MINIMUM OF V ABOVE TOP OF PIPE. 12" COMPACTED GRAVEL BORROW L _ -+-+ SHEETING DRIVEN BELOW MassDOT- M1.03.0 TYPE B k p WATER MID-DIAMETER OF THE PIPE SHALL ALL SIDES E BE LEFT IN PLACE. NOTES: U -C U n co w 6" MIN V� ° 1. MANHOLES SHALL BE 48 INSIDE DIAMETER(LD.) UNLESS OTHERWISE INDICATED ON PLANS. tL E � `' APPROVED ON-SITE BORROW -` LL 2. EXCAVATION TO ALLOW FOR FREE TRAVEL OF COMPACTION EQUIPMENT. U) J w K TO BE COMPACTED IN V LIFTS. � Cn R � C .Fu 3. ALL COMPACTION TO A MINIMUM 95 PERCENT DRY DENSITY DETERMINED BY ASTM D1557.SEECn >, F' SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Q PLACE SAND AGAINST UNDISTURBED N U (a Z U DE & BOTTOM OF TRENCH TO 4. ALL PRECAST TO MEET OR EXCEED ASTM C-478 AND AASHTO M 199 SPECIFICATIONS. . Q 0 12"ABOVE TOP (MIN) NOTES: COMPACTED SUBGRADE 5. REINFORCED STEEL TO MEET OR EXCEED ASTM A185 AND H-20 LOADING REQUIREMENTS. � 1. 5'-0" MIN COVER(TYP) 6. ALL PRECAST CONCRETE TO BE 4,000 PSI MINIMUM AND MEET ASTM C-478 (6.1). rn 0 7. IF NO STEPS ARE SPECIFIED THAN AS THE LOCAL MUNICIPALITY REQUIRES OR IF NO 2. CONNECTION AND INSTALLATION R WATER MAIN TO BE MUNICIPALITY REQUIREMENTS THEN COPOLYMER POLYPROPYLENE COATED REINFORCED PER � A COORDINATED WITH TOWN OF BARNSTABLE WATER DEPARTMENT. 0 ASTM C-478 AND OSHA(STD 1-1.9). rn Project No.: 143-89057-14003 w WATER MAIN TRENCH SECTION 8. CONTRACTOR TO CONFIRM WITH CITY OR TOWN DPW THAT BRICK INVERTS ARE NOT A Designed By: MWM a REQUIREMENT. N.T.S. Drawn By: MWM a 9. FILL ALL INTERNAL AND EXTERNAL HOLES WITH NON-SHRINK GROUT. r Checked By: SPR 0 0 I "' PRECAST SEWER MANHOLE L C) N.T.S. C-8 a N cM O i U womi Bar Measures 1 inch ______ ___ ----"- - _­­ __ ____ ­_ , - - - - - - ­ I I I "I __ - � ji - I � - I � I - 1 1 � - _'.11� __ L t �.- - - I I � � I � � I I I I �- � ­ � - I � . � , � I I . I I I � . I . . I I I I I I I . I I I . � . I . . � � I I . I I I . � I .I I . . . � . I � I . I � � . I . . I , - . . I . .. I I . . I . . � � .. I � � . I � . I . I . I . . . . - I � . I � , . I . . I . I I� . � I � . - I . . . . . . .. I I � I I . . . I I . . : . . I I . . . . . I I I . . I I I I I . .I. . I . .I . I I . I I . I . .. .1. . . 1. . .I . . . � . . � . . I � I . . I . . . . I I I I . .I ,. . I . .. I . I � . . . . . I I . . I I . . I � ,. I I � I . I � . I I . I I I . I � . . - I . I . I . . . . I . . . . 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I . 1 . . ­ � . 1 . . . .� . . 1 . . . . .1 ­ I I I I .. . 1. I . , I. . . I I � . .1 I � � _ - 0 0 . . . . . I I . I � I . � I . I . . � . . I . . . I I � . . I � . I 1 � ­ . . , . . I � . I . . 40 I I . . . - - -- � . I . 1 � � I I . � . . . 11 , I 1. 1 . I . 1 . � . ­ . I . I 0 0 0*0 a 1% 0 : I I I = �� wl�_ __11111111111=� I I1IIIIIIIIIIIIIIIIIIII11III11IIIIIIIII11 W��� �' _1_1m� — I � . I I 0 0 0 0 0 a * . . ­ I . . . I � . � EMGNNG� -_ I - - * . � . . . I I . I . .. � � . � . . I . I I � . . � dL— �! _..A. — I I I � I . I � I . . � � . . . I � .. . . I . I I L I I . . . I � I . I . I . I . I . ; . I . . . I . . . 11 . I . ., I. . . . . . . .1 I . . . L ' . I . . . L . I I . . . . L . . I I I I I . I . I . . I ___ - L . - I - I I . . I . � PROJECT LOCATION: . I CLIENT INFORMATION.. . L I I L I 1. L I . . ! I � I . I . , I I I . I . . . I I . I I L . I . . . . . I � . I . . .I . . I . / L .S03*47'08"E I . ,________� . . . I . . . . I L . . 1541 Main Street , I . I I New R.ushy Marsh Realty Trust . . . I 'L . . . I I . . I . . I . L . L I � . . 60.00 . . I . , I I I . . I . SHEET NO., . L SHEET.1ITLE: . . L . . I I I . . L . . . L . L 1. . I I . . I , . . , I I "___.� I . .1 I I . . I . I Cotuit, MA 02635 L � � . I I I . I — L I __�'? NID �� . . . I . One Boston Place,, 37th Floor IL I I . . . . I I . "I __ U— .---_. , �_ 'O .Ll I I . I . I I I . . . .1 . . . . . � I L . I . I L " — . . . I I . I . . I . I . . I . . I I . . . . . I . . I . .. I I — . 0 ( . F LL� -----------�-� , . . . . L � I . .. I Boston, MA 02108 .­.............. ­LL . L .­1:....1".. j"'' 'L' ". ".......... ­11.."'LL''�­­,", ­­­­­­­.........­­ ­­­­...'' ­­11.11".."L, ­ I.......L. ­­­.­­­­­1............I.........,"�L I........I.. . 11 .1.... ­ I....."...I...L L...I ... ......._­­­ L ­­111,11.11.­1. ­­­­..­.........­­­­ ­ 1.111.11 ­­L".. LL.....­11. L.:­­­ ­­...............­­ ­ , 111. Is, .-1­111­­.. ..."".., 11 11 RS � I L L L L . L . . . L I � I ­ . I I I .. L I I , ........;;��­­ LL "�'""'""''""�-"'"',�'"','. L�,L­­­I.I.. �� �......1. ..­I....I.....'.....'- 'L L...­­ ­­­­ ­11_ ­..­.­­LL -­111 1.111.1 ­­­­L I. .,....'',....,..................I­..­­­­,................C_.�.0­L­LL­..... ''.-"-'',- .L'"',--"'-L�'',"1.11 I., L . . 1 . I . L 11 I . , . - Cover Subject Parcel and KeYLL Plan -'.L-L-.�"-��,'"',''LL.-L' --L'''-"'-" ......................­L_L ­.�__...''.........:..........­" ­1­­­....�......­LL 1.­­111 ­...­ ­........L L L,L.........­­­.­,­­­­­ .....­­­­1: ­'j­L ­­­­......:......,­­I L I..­­I—.�.......L""'' -...­1...........�"'""'L" ­ ­ '' ­­­11.111 I .- ­­­­111. . I '..­­....... � .Ii__w MARSH ­­­­.­I——L"L.,­""L""',"..".-.............L, . """"'LL'r.............­�­­�­ ­­­.''.."..." .........­­­­­­­­'­ L I I . y . . . I I . I L . � I . L I � I I . . . , . I .1 I . I . I I I . � . . . . . I . I . '00 ,Z I . . . . I . . . L . I . � I . I I . . . � I . . I I . -_ � /_11 11 I I I I \ L L I C-1 Existing Conditions and Demolition Plan . . . . I I I . . . I I I I I I .1 L I . . � . I L L . � . I \ . . . I . I . . . L . � I . I . � . L � . I / I L 000� I . . � I — _\ . . I I I I . . .1� I \ . . L . . . -"----- 1. . - L . . . . L . . I L . I . . . �_, I it -_ ,� I \ C 2 Site Plan . . - . . I L 11 I . IL I I L . I . I I� 7095- ''I . �_' L I S67*36 W - T, L \ , I . . . . ' .. . 1 . I . I . I Tt .PROJECT No., . . . 1 . I . L . I I . . I . � I I . Al " 60.00- r )L \ . C-3 Grad.ing and Drainage Plan L I . L I I I � __1 , __,::�� I , . L L I I L I . . L I . . . I ,..�__ ____-::::� � , . , 11 \ \ . . I � . L I 1 143-89057-14003 . . I . I I L . . --- . lwl . . . . L I . L . . . L I . I —, ", -_��_ _� . P. I I L I . I . . . . I . I � . .I . ___-�_ __' 11 I I . . . . . I . . I I � LL . — _ ,. . -�_____ . L L .\ \ . I '01- I 1 C4 Utility Plan . . . I . . . . I — � , --,,-:::- , _,____� I!-- \ . . I . . . .. I . I . I . L . L . . ;�,N I . I . � I I I . I . . . � . . I . L . I . I � . . . / L . --- If, — . I . (P �, I \ C-5 . Septic System Layout and Calculations L I . I L I I I � . I I� . . . . . I .11 L� � I I _� I - %\ I I I I . . I I � . I .. I . L I I � I - _::��,��� L I 11 . ILII . \ G) I . . L . . . I . . . . I L ­ ::� \ . . L . L . L I L I I . . L I I e�__ ��-_ (//" V. . L ,_� . \\ I k�\\ L I � C-6 Septic System Profile and Details � ENGINEER: L L -, I . . I I L . I . . L LANDSCAPE ARCHITECT. L , L . I I I . L . I I I... , / I I . V I I . X___� I \ -P . . . L, . . I I I . L .1 . L \ 0\ I I L . I . . I I . I I I I .. I I L � . I . . "" . >----*, , I I . . I . . I I—, ,-,\ I '�o\ L L . . C-71 11 Septic.-System Details I . . . Tetra Tech I I Morgan Wheelock Inc. L I I I / . I . I .0� \ ,�\ L . . L . . . . I . I . � I . . . I . . . I . L . / �( L 1. L \ C-8 Septic System, Water Service and Trench Details . I One Grant Street . . L . . 1625 Mount Auburn�Street I . � � L I . . I . . . I L . I L I . I I . I I I I I . . I . 9 A 01701 1 1 1 Cambridge, MA 02138 . . . . I I . . � /L .I \ ' --\\ \ L I I I . I I I I . " 1� I . . . L . . L\ ,,, " I . I I L I I Framin ham, M L I . I L I I I I . . I . . I I . I I I . I . L . I I I . . 1. I I . ,.,.I � I . L L L I � I . . L . I � I � ­. I . .. . . .. I 1. .. 1­ I I """ I L I L . � . . . L L ; . I I L . . . . .1 11 11/ . I I . . L 0 \ I .I- 1� L L . . : I . . . I . . . . . I . I � . � r L I . . 11 �� I . I . . I I- . I ,----\ I . 1. I . I . I L I . . . L I . . � . I. I . I . 'L./ I I I . . . 1-1 L \ \,�,� \ I 1. I . ASSESSOR'S TAX MAP AND LOTNUMBERS: .. . I . I . I I � I . I . � � . I I I 1. L . . I . I i '� I . I I I -_ . I I I �� I . L . . . I . . . , TELEPH , E AND ECTRIC I . I . ARCHITECT: � . .. I . . L I .. . . . S67* 16'33" 1 . . ,. I I I . . I . . . .1 . I I SURVEYOR: . . . . 11 I � EASEME'Uj -20' IDE I . I I I I . I . . . . I I I I I I . i i f BOOK 3 1�p PA 197 . .. . . . . I . I I I 114.75 . . . I I MAP 01 7 / BLOCK 007 - 1541 MAIN STREET I I Shope Reno Warton 1. . I � . . .. I I I . I L I L .. L. . I . L L : I . . I � . . � . \ L L . . . ' . I Precision Land Surveyors : I . I I I N23` 14'47"W I ; . L . . I I . ; . I I I . L . . . I . . I I . . . I . � L I _ I . : I L MAP018 / 13LOCK106 0WAQUOITROAD � 18 Marshall Street, Suite 114 1 . . L I I 1 51.82 . I � \ . I 11 . I I . I . .32 TurnpikeRoad . . . i I I . . I L . I . . . � I I . . I I . . . . . � . . L I . . . L I . . . I — _ . I . . MAP 018 / BLOCK 107 - 255 RUSHY MARSH ROAD I I South Norwalk, CT, 06854 . I I � I L, I I . Southborough, MA 01 772 ' . , . L I 1i . . L . L I I . . . I . . . I . . ; . . I . I I I L . . . . . I . I L . . .1 . I . . . . � I . I / � . � I . I .. L I I L . L I . — — I . I I I I I ' I I � MAP 01 8 / BLOCK 108 - 0 RUSHY MARSH ROAD I I . I I I L . . . / L I , . L � . I . . I I I . ­ .1 I . .I. . I .. . I . I I I 11 I . I . I L . 'L . , . . . L I . . I I . L . , , � I . i . . . . I L \ MAP 018 / BLOCK 120 - 0 RUSHY MARSH ROADL I ISSUED; . 11 L I . . .. I I I L . . I � � - . I �, . I S� I I � I I . I - L ; . . I I . . . . . L I 0 L . I . . L I . 11 . I L I . . L ' I . . . . I t . L I L . � \ . . . . I L . � � I L I . . I I L I I . / 11 . . . L � MAP 018 / BLOCK121 - 0 MAIN . 1 1/14/2015 - Disposal System Construction Permit Amendment - � . . . . . � . L . . . . I I I . z .. L I . . . . . I I . I I I I I I � . I I I . I . I I I I . . . I I � ) I I I . . I . I I I I . I . I . . . . . � I . . . . . I . . . LL . . I . / ! I L . I I L I I .1 � . I I I I I . L I I ! I L 1 1 . I I . I . � . � . . � . . . . L . I . . / I I . ff 1 1­4 1 1 . I . I . I I . . . . I . I I L L I . . I . . . I . � , V, j I I . "_-� I . L I I \ L I . ' L I . . I I I . I I . � - I \ . I � I I . . L . . L . . � I L I I I I I . I . . � . , , / I . . I L . . S230 14'47"E L I _� GENERAL ,NOTES: L I . I . . LL . . L . . I . � I . . . I I . 1 . I . . I . . I . . I - . I . L / � / I I L . � I �. 19.98 I- I 1�1 I I . I . . . � . I I . I .I . I . .. . . L L � . I t I I I . . . . I . . �' I / � I . I . . .1 . L I L I � I 1 . STREET NUMBER: 1541 MAIN STREET L I I . . . � . I I L I I I I I. I I . I . L . . . I . . I . L I . Lr I L I I . � . � / . ' i . I I I . . . 11 L . I . L . . �_, � . I I . .. L 1 . ­ . I I . . . . . I . . . I . . I . . . I . 1 . . I I . . .. I I I L . . - L . I . I i L L�, I L I 1_'1 I . . I . I L I I . I., .. I . I . L . . . L I I I I. . . I I L . J-1 ; I I I L . . I . . . I . to . I L I I 1 2. ' ELEVATIONS, IN FEET REFER TO NATIONAL GEODETIC VERTICAL . I . 0) I I \ . I I I . 1-1 CD . I . . LL . . . I . I . . . I . I . . . . . � N��� /\ . C111 � I I I . \ I DATUM OF 1929 (NGVD29). L I . I . . '\ I i I . L . . I . � . . . I . . . ­ L . I . I I i � i . '1� I I I . . . . . . I I I I / I . I . I I . . . 1. - I I � . . . I \ I ,,, I I ".-� I I . . . .1-1 . I � . I . . I I I I � . . L L L I/ "I I L I � I . I , - . 1-1 . . 3. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE I . I I - I � I I . . I I I . . I I I � / �,�, j 5,z�.fjf3--,..o � L LLL PLANE COORDINATE SYSTEM, MAINLAND ZONE, REFERENCED TO . � . I I � I � L ��r7,�,e I'D . � L L I 1 *3 1 - . I �_, I I L I . . I X . I 1-1 . . . I I L I I N . . . . I V I--���i� - -_ THE NORTH AMERICAN DATUM OF 1983 (NAD83). I . I I I � 5 -,— I(,,� , .. I . I L I . I . . I . . I . 11 L L L 0 1 . I 1-1 I . . I I I I I I . / I � � . I � . . I . I . . I . L . L I L . . I . I . . L I . . I I - I I . I . I I . . . . . L . I I L 1. . . I C . I .L L . I L I \ L � . . . . , L . I I . . � I IL L . . I � I . I I L L . I . . L, I L . I . . I L. I I I . . I TOTAL AREA I I I . \ � 4. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE L I . I I . 1� .. . . . . . I ,� I . . .111 I C, S120 22'32"E . i 4" . �� 92.5± ACRES I I I I I I . L I I I I I I � . I . . I . . L I . � �1_ I I � L I . � L I � . I I . I , .1 I . . I 7PC, / 6.83 ... I . I I . . I . I ORIGINAL APPLICATION. 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REMOVE EXIST f F, / / r • — \ _ s _ y 1 ... " � f ..-�.. �� fi�� \` .' ,�. -- °, STRUCTURE AND WELL -- \. �> \ \ � � $: J • t --``� . > � �`\, ��..- -- PROTECT EXIST „ �''�� =--,.._�.-�--=---— �-:-�' f WORKING BAR % - ollvS � \ 101 -_.�j�/- �. �. \ Y�t TER ..>`'="^^ .. G� •f J .7 1\ �\ o `�.� / \®jam..,...... \ ice•. _ " / x , 1 \ \ \ \ REMOVE EXIST t �,�„. CESS POOL ,R 1 ! / / \ 1• a\ • :_ .n \ w.,. r- -•--.— — ` _- --- . -- / r X''" f� / � / E h`! ,� `.-..�//%• e+, , •\' .� w,•Y �':(' �� \ Owl � .• '_ / % / I BENCHMARK: o r _ �� \ o O -U � � � CONCRETE BOUND .,,,. ►. r'/� € z c m /r- PA a w ,.... ELEVATION- 12.64 ../ `"'`.. �,,. t i^ �. s —+ - t ZONEAll ' / C z \ } ~ ✓ ✓ z i 11 ATIO \ 0 —, ° 00 RV ,� \ f ,. CON I o .. \ / DICTION / r m \.c a /f 9 i �; N JURIS \ \ O r". J r .r� x, � �. ..T .y, /": :,:. ail 2 , \ , 4 . �1�>�._,` l� .. ice,, t, t4/�O D �t � .� ��� } t ^' i�`\ fir. e� 4� 't 7 c`;� � _ � ❑ \ �, ;, _ -� '\ wJ�{De f I s\ \ 1 r G ate '�f �u kll M ❑ \ ♦ C2-- 71 / �. o LL 4 / \ fZZ LEGEND NOTES Cn PROPERTY LINEELEVATIONS,1. IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD29) t .. "' . �� ��, ",`• /jI� .ice ,✓�' ., ��.. �� ��,�• y` ♦ t � \'�� -.``,\�� Lp EASEMENT 2. , COORDINATES IN FEET REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM MAINLAND ZONE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 NAD8 \ \ ,,. ! ❑ STONE BOUND ..'~ ,� >}1 'i , t`� ,' --�;� l� _`�, ?� i � \ .�,.�' � � -- : �. .,.. - r 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. � IB .t�s� ��I,C-��� j" �;-�-; t �'�,-�� \� � '`� \ ——— -17- ——-- CONTOURS _ g I(r \ �� ., E t /y- - , ' k _. ,.. x 4,60 SPOT GRADE LO 17/ w 9 7 f� ( WETLAND o O V i i!,.3 l W-14 A WETLAND FLAG > cn WETLAND SYMBOL ��//�// E .R �i' h 71."� J O Q GRAVEL ROAD cn E V 0 cu 0 100'`R�R ' ` mo t �.{ / f l'n ( x—x—x—x FENCE U_ cD _ �► / �-- GATE .0 L cn ,� N UL 10 TREE LINEUl TREE � ��y W ,� SIGN '`- rn 1L / / \ ,: �Q� UTILITY POLE �n 5� \ � tti^'; ''\ .✓ O H W OVERHEAD WIRE /`., I HYDRANT wv •a W r: WATER VALVE r A 1 \\ O CD \ / ! l / G NATURAL GAS LINE Project No.: 143-89057-14003 =rn Designed By: SPR / ABANDONED WATERLINE O DRAIN LINE ` ~ r- N Drawn By: MWM ¢ \ m o TRANSPLANT TREE o � � \\ Checked By: SPR / REMOVE TREE C�COMPOST FILTER TUBE 0 15' 30' 60' m o _ 1 0 N ` \ U SCALE: V'=30' r Bar Measures 1 inch l _ - 2 3 4 5 6 :7 8 ,,--~ i ; / o moo r e: ' • , • , M V U 00 Lo / o _ � .,.. 110 t EAN PATRICK N REAR ON mi ENTRY ROAD WITH HIGH USE TURF 4a 3 WIDE WHEEL STRIPS /STE � COW BARN T WIDE MIDDLE STRIP �SS�otvAt �NG\� .... �.."" 50 SEATS 1.5'WIDE EDGE STRIPS REINFORCED TURF ' 15 GPD/SEAT (TYP) OVERFLOW PARKING AREA x DESIGN FLOW=750 GPD PROPERTY LINE \ GRANITE WALL (TYP) L RETAINING WALL PADDOCK FENCE C - P COTA NK. + + + + + t ' �E • r . • r- - � , . ��,.' .{;~_•w. . �,�� .. . • . . . .� -: .-.-. . . . . . .off f` �.. • , . w ` 1 COW BAR • _ • J ' I "�^.. '•' - a•r„t.w,"A:a F`��a� 1 �JJ t 6 t{jffff �// - \ G VEI .�-. � FOf 1 PARKING A EA ; _ l PADDOCK i . ORCHARD PADDOCK GARDENS O LOW P C + PADDOCK �� LIMIT OF WETLAND BOUNDARY I, i (TYP) C �, • s /`"' :t..,.. f PADDOCK 13 Co ➢ i / - S n-t j/ i« Y 2 - � i! , ' ' , •.1 „'....,�7..� .Sr° �'""""_" I � �'ri � l Sri � 'C\.,....-- .>.l �.'1 r"„yw - , VLSI ./' gvp 'aiyr... \ •P � ` P �••Yr � i } 4 :� -- 'Y` �"N f l�,i V� Y ;t ANIMAL f k- RYA s • • , `✓ tih '� by � t � �l k Q / �� ��-. . � i __ U _�• ANIMAL AL BARN BARN, a STALLS r `W I ° 50 GPD/STALL r / { DESIGN FLOW-200 GPD j)j F a y : .. N ENTRY ROAD WITH HIGH USE TURF A'D�AW� _t 1 3 WIDE WHEEL STRIPS , • �-: � ,/` ` - , . ° "•- . (/ �}5"",,." l� f/ 3 WIDE MIDDLE STRIPI _ f / FARM OFFICE ° ' TRAIL -�. J CE N kt-- jj J/ D 5.5 WIDE EDGE STRIPS ,m • . , . �_ `�, � �n_ { �� ��� • �<< > :-� 75 GPD/1,000 SF j. 5, DESIGN FLOW-90 GPD. r F , '+: ,,✓ ti ,,,-" . eg ...-.— .w.• � ,"• y ;�;.,...i'i-�t -;�^ .ice r-� �i,f' , • "� '� , � 'gip ✓.�. ;' i t •..:�'•! GREENHOUSE �>�~•�~ , "..� • • 1 BEDROOM EQ• -, ,, ,.' DIVALENT ,. 11 - •0 GPD/BEDROOM rn - _ ` DESIGN FLOW= 110 GPD rn EXIST WORKING x< w { _ K NG BARN / - j rn WORKING BARN ri lop - - ADDITION 3' 1 m \ 1� -n d1 ,.. _.---_.,5.. >' '+, � , •' 31 t r •w x• yp 1r _ .r",• '"t•,' a.,. ter. _ .•.. (l ,,,,,.. _.,.""�.` E IV a a l 1 _ r b f E fit O Z q~ �4' Z x f j E I r t r ti1{iF�(�'1,f/t tl •f }� t•.. Y , • ` w • w i . -- s:. GRAVEL 1 ' - 1 r . r r . CONSERVATION PARKING AREA s N 1 l �aa � //Jjjyy11/{F'[ _ , • ,• • - "`.• . . =>'`, " � r EXPANDS PROPOSED LOCATION t� • ^' • .� /�``�`' - � -- �,SR:��D�CaTI� D WORKING BARN ,. C)MSIC� OF SOIL ABSORPTION SYSTEM II z 4 STALLS E � � ��� -~ .> ,;,.- ,�• � ;f _ •w,w �..,- �,.. � SEE SHEETS C-4 TO C 6 `'t,�,�.� O � z ., 50 GPD/STALL 1 W >• �� ! j;l� MECHANICAL EQUIPMENT, DESIGN FLOW-200 GPD CONCRETE LINED _ art . ` Q'/ FINAL LOCATION TO BE COORDINATED // � � . '` /'-� ° ° / COMPOST BINS PRIOR TO INSTALLATION 0 CD Uj t j TURF DRIVE p ,{T ✓ (`,~'." f't fY .+ � e r1 d .l�+ ry o \ � � r , r \ � M zU) / � �``''�S>, (!��`' 7 1J.'F� ff /''•� 'tl R `k": -• f(c'+,ti r° Y'y, l,..E',4�, E,S' `• F �gCo i N N uj co Qlk100 cc cc 1.i.. uj ril `0 �� f \ SIGN FLOW LEGEND Project No.: 143-89057-14003 \ DE NOTES Designed By: SPR a t a FARM OFFICE 90 GPD 1. THE FACILITY BUILDINGS TO BE SERVED BY THE PROPOSED SEPTIC SYSTEM ARE THE FARM DRY LAID COBBLE INFILL Drawn By: MWM f GREENHOUSE 110 GPD OFFICE,GREENHOUSE,COW BARN,WORKING BARN AND ANIMAL BARN. 2 WORKING BARN 200 GPD ` soon= GRAVEL Checked By: SPR 12 Y / _ 2. WETLAND _ 6 ANIMAL BARN 200 GPD N RESOURCE AREAS SHOWN AREAS PROVIDED IN THE ORIGINAL APPLICATION. r \ GRANITE PAVING ON CONCRETE \. ( \ I COW BARN 750 GPD 0 15 3 1 tilt = ,350 GPD 0 60' TOTAL 1 •, �. •:4 v� ., CONCRETE• '�� Q / o f SCALE: 1"=30' v Bar Measures 1 inch ___ - � 1 - - - i __ ___ ___ __ - -1- I - I -­._­I I . - __ - -I __ I - I I I I 11 11 ­11-- - - � I - l' ��jl � i-1 ill I I - I --- I - I ! I I I I � I I I I - . - ,- - I � - -- 11- - I ____ . - I I � _ __ _ � ------- ____ . ------'------- ____1_1 I --- ---- -------- - --- _____ __ I � I I � I . I I I I I I I I I � I � . I � I I . � ' - . . . I I I I . I I . � � � I . I I . 11 . . . � . I I I .I . I I I ... . .1 . I . .. . I .� . I � I . I I . . � I . I I . I . . .1 . I I . . . I I . I I . . I . �. . . . . . I 1. I I ... I I . . � . I I . . . I . . . . I - I . . . � I .I . . . 1, . I . I . . . . I.. . I . ­. �' � . I .I . I I � I. � . .I . I � I I . . . I I . . I . I. I I I I . .1 I . .� .I I I � I I I I I. I I ... 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I ICU Co .6.7 . . � I L . _13DIFF-ETTI'��_-_- N�1; I ,� I 100 I . . . L � . 0 � . . L 4-r/v / . . I . . . . I . U_ (D ' -a � 6 L L � I L . I �. �%,_ I I . . . . . I � . . .. I . . I 2 . a) . . I I . . \ �. I -�_yuo ,q,- ,,,, F / 11 0 I . . .= I— . ui : I � L ,\ ';'- � .L ./ . I BS L BOTTOM OF STEP 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, I . . I>% *_ . I . I __� �, I *y . � . � W co . . . 1 =4 - L . I I I I I I I I I 1-11, I . I __ I", . , ,-A , ,- I I I . I L I . I I MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(NAD83) J_ f_ C: I U_ I L I I I 10 __1� � /, . 14 /" ,I z I//,- . 10�� L I . I . I L I U) cu W r,c�rl,i " I . I . I I i� C� � ,_\, . I . I L I I I .1. = C . . �_ �L I . ­1 . I I L __,_ _', �\�,*/, - 1 17 . I I I I . . M .- . I . ui ^,- I . L "" �� � . .m � ui .... V, /7g� �, / � I I . 3 >� . 0) C� ,.� . - I ,� . WETLAND I RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. . I 1: - � /I 1-1 ---" V11 I ". �, , , , I @ DMH DRAIN MANHOLE . . . . . . L . . .. �: I .C= C I . � ", I I . I I . I I I I I . V) ,_ - I 1 !9 � / 1-1 __0 -1 I . I (D -q -0 > A�p� 1-1 � I - - �_ I / . I . I . I z � I I . L -) L %11 - - I . Z W U) (10 I 0 I&I -1 / 1�1 C ""","",", - 11, I . 6 � ") I I 11� Al//, M1111 DRAIN PIPE I , . G') � I ,,,,_�\�W ��­­__Iv jt'll!�- .11� . . . I . .4 / � I k. , �,_ . �, I Itp I / I L . . . . I %_ . . L . . r7l \ 1, � _'. -- I/ 'I--- m L . I L . L_ . I � :�5 U, - _�, " , - - L . 6 . L ,-----' , I I . . - . (D I L , . ­ F'A k-"j / I ­4 � -1 \1 � I� I I r / . FFE FINISH FLOOR ELEVATION I L I I I �. . . . . NT I , I '�, .�� I ,ju� <\ , - - . I . . I . I . . . L I I - . I . C) , 6 1 ��"_� I I I----- I k k_10, �_\,\Lf � __)� . I I . 0 I -1 � , / I V_ L 11""�, �1111 � - . L = HW HEADWALL L . .. � . I 1 . I I . 11� . 1� L I L .I �, I IRk 1-1 I L & I I . . . I � . L .1 . . � I L L . L : LO _� I � I . �_ I "`�_� -,---" �� I �?11 � 3 ill ��/ r.I��I 1__�I I . I I . . I I I . L � L I I . 1. I 0) I '__ . \\ 11 p�" 11 I I 1\ L ' I � I . LG . LEACHING GALLEY . . . � . � I I I . I . I 11 ., . 1. L 1. C:, L � I L , /-'_ __',�7--­­�' \ ,�', ,4�� I�, . 0 . � . I . I 1�,\ �, I '��� '1� 1­1 I , _� `� ,"! L . C? I< 1-1 , I tc, ". � �_ , I co �, I .�__, _ L I L I � I . L 1 7� I/ 1-1 "___� � ./e, I ',�� / 11 I z � �� 1, � v 0 - . . I I I . L I It . '_�, I 1�11 t,3 9- � L 1 0-07-c>,'-,-)--7(-)�-- R -RAP . I L I I I . . I . , _-, / I -", . .. - - '\1 � , I I I (>01010 0,0 � IP . I L L v1_ k N �_ '� ,,,--- --� -,---- . -6 14�1 -SI-Ir I I/ � / L . . 10 0(10 . . . . I . . I . . ..I . 5: A . I . . Lo I CT �) I I L L . I I L 0 / . 4, - . L -1.0% SLOPE . I I I 0) ')�,, > I I I �, I #L. I . L . I I I - I . . _.1: I .L % "I . I -----------,- L . �11� 11 . . . I . � . I . I I . . 1 I I P I roject No.: 143-89057-14003 CL . \ %� 0 - �, __ � '-?-' I I ; " . \ 1 + 12.00 SPOT GRADE . I . I . I , , ,�\ I , _7��� - . 0 L � - I I _-i�'. L 00 � I 1�1 '�, _� I L . I 1-1 ANDONED WATERLINE ,il L I . . Designed By: SPR / AB �5 .....�� I I �_ . I . . . I I I 1. I I . . L L I" I - I I I � . = I L . . I 0 � .- L "� F_­ . . TOP OF PIER I . Drawn BY: L ' L 2 I I N . -11, . -.-/------- . , I "I",,.., L� 11.11 . . I %4k, . I TP . . I L . I . . I N . JYC g � I 0. I I 11 . -.---,--.-,-- L I - . i T_ \ L I/ I , � � L N. . . L . . I . Checked By: ISPR I g I? . .1----, . L N . I \ 4,444w, , . . I TS TOP OF STEP � . I . I �, _� L _V"-------- I L I . L L .L -_ � In I . -I 1_.� I L j L .40" V'wj/ I L � . I . I . I . I � L I I . . . . . I � � . .. . I I " . . \ \ . . 1`1 . �� __ I / "I . L I . TW . TOP OF WALL L . I . . I . I I . . . 4� U*) I L . I __1/ � --_�__-�___ I . I I /I . . . . I / . IL I . . I- . \ . L CD T 1 014, L I I I I � I I . . I . I . 0 16, 30' 60' .r- I . . . . . I I . . 0 ( C C 0 C C C - : I I I 0 : U. ) - � 4 ) ) I ,\ � i I - i I � -__- - __� p ) � ��`,_�_ �� Ir , ) � -- X C' U 0 0 0 " m C 01:), I C . % . -"---------- 0 YD YARD DRAIN L I . . 11i 6i . � I >1 Q \ . L I I '_1 1, . , I I I L . I I . IN" a !!� I . aL � I . __ I . I . . m C 3 1 U") I . . _'_�_ I . IL / \� .1 ' ' . L I I I I . . I . I . 0 � L V_ . \ � __4� , . ­_ . . L I L . � I , . - . I I I I .1 . . I I . I I SCALE: I"=30' . L . L 0 � . I - : / // I � .. L . . %_ = I I � . I I � K7-1-L ii� �__.__ ______ __ / � L . , . . . I L . . I . L I . I . I . . . . I � . I . I I .� I I I . I L . I I . . I I I . . I . I I . I I I I . I I I . I I I I I . . I I I . L I . . � L . I L . . . L I . . L . L Bar Measures 1 inch , I � I -1 - - I I I . I L i i � l 1 l I l� iT I : I ill :, L L . . I � : I i i i : i I I ! i I ii 2 3 4 6 7 NOTES E ia) 0 C1 C� A , v. 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD29) ............ '23 Lu 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, co MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(NAD83) 0) ICU U) 0 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. tu E LL V­ U_ 0 OF CONTROL 0 G 4. POWER ANDC. ONTROLS TO SEWER Pump STATION, COORDINATE LOCATION PANEL AND ALARMS WITH BARN AND STABLE LAYOUT AND MECHANICAL SYSTEMS. C� c:: Uj 5. ALL DI WATER MAIN BENDS SHOWN SHALL BE 45- UNLESS OTHERWISE NOTED. CID LID 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THRUST RESTRAINT AT ALL BENDS AND FITTINGS IN WATER DISTRIBUTION SYSTEM. 0- 8" DI'WATER LOOP TO CONNECTION ........... E AT PIN QUICKSET COVE CIRCL H OF4f ICK N 50 -0 1/ .41 62 Q;SrE L F <1 PROPERTY LINE (TYP) Q Z_ Ile co -7 - ------ -7: - -777-- 0 EP CO 7 ' A§TA AN�: t .3"TEUDATA + + COW BAR I Offl; 6" PVC 6" DI FIRE SERVICE 8" PVC WITH GATE VALVE 9'@ 1.0% 10'@ 1.0% SMH 6 . 6" PVC 03 2" HDPE WATER 27'@ 1.0% PVC + 0 7 WITH CURB STOP 100'@ 1.0% E v I IATER/SEWER C LIMIT OF WETLAND BOUNDARY + + + + --------- qCASE WATER S RVICE I (TYP) "I- H SIDES) AIN GAS METER -x) 2"HDPE WATER WITH CURB STOP TEUDATA&PRIMARY ELECTRIC DUCT BANK EMH�3 AF-3"FLEGIRIG 2-4'.' PRIMARY ELECTRIC CONC ENCASED F w 2-3"TEL/DATA(I OVER 1) 2 3"TE EMH4 CP 2-3"VENDOR COMM (1 OVER 1) A LLECTRIC MANHOLE (Typ) R 5­ ANIMAL 4 B/ ZN SEE NOTE 4 '�;//�OtILITITzS TO BE ABOVE/A, JACENT GAS SERVICE 8"DI# SMH-9 (SIZE BY GAS COMPANY) 52 TE31 2" A 6" PVC S WATE I F SEP-2 "19'@ 1-0 E N: ENCA 01,;. . : -Q I I�\ -Tf Am,\ TRIC' I'X/ A ER D UUM 6" PVC S IA"W1 @ 1.0% SMH-3 % MH-2 1.0 NX I ffZ- / PVC SEWER ........... 5 1.0 0 C2 P-1 @ SEE NOTE 4 -x G)\ 0 L 3" PVC FORCE MAIN -2 I r-v%a 183' rn va @ 1.0% 'GAS 0 L SEP-1 6" PVC EXIST WORKING BARN C EMH2 CO'j S'MH-4[-[64'@ 1.0 4'@ 1.0% WOR I KI IG BARN M lx� vi 0 11 1 1 < CONNE TO EX NERATOR *PVC < r1i 0 > FAW v M. ET 14'@ 1.0% EMH1 0 _0 -.1 ___� "'\�I - --- M P 2' > C: M 3" ELECTRIC TO BAR 14ZONE B # C 11) ELECTRIC 2 21 __NE C Cn L-loo FT. )N U BSORPTION SYSTEM SMH-7 SOIL A LU r- uRisf)ICT N TO is 6" PVC Z E I COMM 0 T 6'@ 1.0% F- LfOX 8IR ELECTRIC IN SAME DUCT BANK < JE TA&PR7 6" PVC 4'@ 1.0% SMH-5 CIS 2/,A" PRIMARY CONC ENCASED 2� All ;vi 2/-/3"TEL/�A -TRANSFORMER 0 Uj 01 co < 2-3"�ENDOR QMM (1 OVER 1)CONC ENCASED Q\ jA(1 OVER 1)CONC ENCASED r/311 BENCHMARK: CONCRETE BOUND LO TELIDAT HANDHOLE LU LE ELEVATION= 12.64 (TYP) z PRIMARY ELECTRIC, k�l L 2-4" PRIMARY CONC ENCASED -.7-3"ELECTRIC (I -GENERATOR, 2-SECONDARY, <; 3-SERVICES, I SPARE) SEWER STRUCTURES SCHEDULE M D ELECTRIC TO DISTRIBUTION STRUCTURE RIM INVERTS z SMH I (DROP) 14.6± INV IN .14.65 (OFFICE) _77k\� SECONDARY FROM CD 4- P�_ GENERATOR INV OUT 9.65 (SMH-2) V Q, % TRANSFORMER AND SMH2 INV IN 9.37 (SMH-1) 01 Alsll/ 2" HDPE WATER INV OUT 9.27 (SMH-3) B 'A) WITH CURB STOP SMH3 11.51 INV IN 8.65(SMH-2) Co w ";7f, U) j & C: (0 INV OUT 8.55(SMH-4) 2"HDPE WATER 0) IN LEGEND F- E C:) Uj SMH4 11.5± INV IN =8.1 3 (GREEN H DUSE) > 3"TEL/DATA(1 OVER 1) WITH CURB STOP INV IN = 8.13(SMH-3) IiY -e 'R CU 2 CONCRETEENCASEMENT INV OUT=8.03(SMH-5) T4 GTA 12.0± INV IN -9.53(COW BARN) 3 _"k� E 21 CURBSTbp 0 0 Al��M DI ER MAIN M 8" DI INV OUT 9.28(SMH-6) E-0 DI DUCTILE IRON X (INSTA�LED IN EXISTING UTILITY CORRIDOR) SMH5 11.4± INV IN 7.39(SMH-4) ICU U) 15'0�UFFt I\ U e-��LP EMH ELECTRIC MANHOLE INV IN 7.25(SMH-9) w 'A� Un '+' _j 1- 1 INV OUT=7.15(SMH-7) UE: r C;� GT GREASETRAP CQ Co =3 :2 SMH6 12.0± INV IN =9.19(GT-1) LU cr_ >' INV IN =9.19(COW BARN) GAS METER C0 INV OUT=9.09(SMH-9) =3 "Cl" P, HDPE HIGH DENSITY POLYETHYLENE INV IN 7.09(SMH-5) W U.) jl� HYD HYDRANT INV IN 7.09(WORK BARN) C, tV \&11 0 INV OUT 6.99(SEP-1) LEACH FIELD SEP-1 11.6± INV IN =6.95 JSMH-7) LO 0 P INV OUT=6.70,(P-1) 0) PUMP CHAMBER i 0? P-1 11.6± INV IN =6.67(SEP-1) co POLYVINYL CHLORIDE INV OUT=6.42(SMH-8) fz� A SEP SEPTIC TANK SEP-2 12.4± INV IN =9.86 (STABLE) C) WATER MAI Project No.: 143-89057-14003 LO %A' H 811 C NNF�7 TO EXIST N W 450 BENDS INV OUT=9�61 (SMH-8) 791 E AND VALVE CO N EA SMH SEWER MANHOLE TAPPIN& ORDI (SEE NOTE 5;TYP)`\ SMH-8 12.3± INV IN 9.50(SEP-2) Designed By: SPR WO:_ fj I N tE ED WAIERi K�,Wf H COTUIT WATER DEP Ef4T TELECOMMUNICATION DATA BANDON 0 INV IN 9.50(P-1) c3 TEL/DATA HANDHOLE Drawn By: J.YC CL INV OUT=9.40 (P-2) TRANSFORMER INV IN =9 25(SMH-8) Checked By: SPR 2_ El P-2 , 13.6± WATER METER INV OUT 9.00(LEACHFIELD) SMH-9 12.1 0 15' of V INV IN 8.09(SMH-6) 3 60' 0 G WATER VALVE 21! INV OUT 7.99 (SMH-5) SCALE: 1 30' Bar Measures 1 inch t : G ' 1 4 2 3 5 6 7 $ - FINISHED GRADE E Z Z 8 cr, o CRUSHED STONE, GRAVEL BORROW S N OR ORDINARY BORROW AS DIRECTED DRAIN OR UTILITY V Uj co 2-3/4"TIE RODS (1 EACH SIDE) FULL PIPE x FASTEN TO SOCKET E ti CLAMP AT BELL(TYP) 45° BEND LENGTH c�a a (TYP) u- a G 1 SQUARE INCH WOODEN STAKE TO VALVE BOX&COVER :, M MARK STUB LOCATION 'LABELED"WATER" � � , 1$"MIN . . , �r o CURB BOX FINISH GRADE FINISHED GRADE • �° TIE ROD TO EXIST �. BELL TYP ROADWAY -, , — o #4 REINFORCEMENT(TYP) a 6"�,: .... #3 REINFORCEMENT(TYP) PLACE CONCRETE AGAINST 1 ( 45°-60° 5' MIN TEMPORARY STUB UNDISTURBED EARTH ( )TYP 8-0 MIN -` ADJUSTABLE SLIDING VALVE BOX I _ 5'-0" MIN. PR P ED DI O OS 1 _. _. _...._... . EXIST NG MAIN .. WATER MAIN CLASS 52 NOTES: WATER TAPPING SLEEVE LTH of MAIN TYPE K COPPER SERVICE TUBING 1'. SEE THRUST BLOCK DETAIL FOR BEARING AREAS. SIZES 3/4"TO 2" INCLUSIVE s sp - CURB STOP �,� ���t �. -•�.,� :� R Rgr��c � N � WATER MAIN CROSSING o �, • o ` y CORPORATION STOP N.T.S. c' ERE q� ENG`N. NOTES: GRANULAR FILL OR COMPACTED F UNDISTURBED SUBGRADE TEE AND GATE VALVE 1. TUBING, CORPORATION STOP&CURB STOP SHALL BE PER TOWN FLAT STONE SPECIFICATIONS. t, NOTE: 5'4' 5'-0" 2. BACKFILL TUBING WITH 8 SAND,TOP, BOTTOM AND SIDES. 3. SEE TOWN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1. COORDINATE CONNECTION AND INSTALLATION WITH WATER DEPARTMENT. SEWER PIPE 2. TAPPING SLEEVE AND GATE VALVE SHALL BE PER TOWN SPECIFICATIONS. 611 3000 PSI CONCRETE 4. PROVIDE SADDLE FOR ALL AC AND PVC MAINS AND ALL 2"OR LARGER STOPS. - WATER MAIN TYPICAL WATER MAIN CONNECTION 6 WATER SERVICE DETAILS',, ;:' ;• ...:.., ;.',:y:. COMPACTED COMMON FILL N.T.S. N.T.S. 12" ELEVATION 12" 6" SEWER PIPE 6" 3000 PSI CONCRETE WATER MAIN E COMPACTED COMMON FILL 4� �c 9 TRENCH WIDTH CROSS COUNTRY ROADWAY, SECTION HYDRANT PER MUNICIPAL STANDARD FINISHED GRADE C I SURFACE TREATMENT VALVE BOX&COVER FINISH GRADE�X � TURF SOIL AS REQUIRED NOTES: AS INDICATED TURF SOIL SUBBASE AS REQUIRED ROAD SURFACE 1. ONE FULL LENGTH OF SEWER LATERAL SHALL BE PLACED OVER THE WATER PIPE SO (;i; THAT BOTH JOINTS ARE AS FAR AWAY FROM THE WATER CROSSING AS POSSIBLE. ANCHORING TEE W/6" ��' SUITABLE COMPACTED EXISTING GROUND 2. WATER PIPE SHALL BE PLACED SO THAT BOTH JOINTS ARE AS FAR AWAY FROM THE TEE (RESTRAINED MJ) ,�' BACKFILL SURFACE SEWER CROSSING AS POSSIBLE. SINGLE PLY ROOFING APPROVED ON-SITE BORROW D.1 PIPE TO MATCH COMPACTED IN V LIFTS STREET MAIN _ 5'-0"t FELT 1.1 APPROVED ON-SITE BORROW `i WATER MAIN CROSSING AT SEWER CRUSHED STONE OR TO BE COMPACTED IN 2'LIFTS STREET MAIN 1/2 SCREENED N.T.S. GRAVEL 3'-0" MIN, DIA, AT LEAST 6"ABOVE .... SEWER HYDRANT DRAIN RING D 6"MIN :; �� ,"G o�p f: CLASS C CONCRETE .i' r•s ,..., s� THRUST BLOCK 00.Ji v J. �.: ![C:2.° !:.,hs.,.�rri:. p•rr •e o,». ' (;.__... GATE VALVE ti CLASS C :..... F CONCRETE MIN, 6 CF, OF CRUSHED °• .. FOR PVC SEWER PIPE CRUSHED STONE OR SCREENED to r THRUST BLOCK STONE SHALL BE PLACED AGAINST �" ��� •?ram r -:i ADJUST TO RIM ELEV WITH A UNDISTURBED GRAVEL AROUND BASE OF UNDISTURBED SIDES AND BOTTOM MINIMUM 2 AND MAXIMUM 5 HYDRANT OF TRENCH TO 6 ABOVE THE CROWN CASTING TO BE AS SPECIFIED; EARTH IF NOT SPECIFIED THEN FRAME AND COVER COURSES OF RADIALLY PLACED CONCRETE BLOCK SET TO BE LEBARON TYPE A MASS STANDARD RED BRICK(MHD SPEC M4.05.2). ON UNDISTURBED EARTH COMPACTED SUBGRADE SET IN A FULL BED OF MORTAR. (MORTAR TO BE PER MDPW SPEC M4.02.15) COVER TO READ "SEWER" IN 3" LETTERS. REMOVABLE COVERS SHALL BE SET _ tr IN PAVEMENT AREAS INSTALL HIGH EARLY STRENGTH AT A MINIMUM 4".AND MAXIMUM 6" %%4,000 PSI CONCRETE COLLAR SURFACED WITH A Co a HYDRANT CONNECTION SEWERTRENCH DEPTH BELOW FINISHED GRADE MINIMUM 1.5" BITUMINOUS TOP COURSE OVER THE COLLAR � R NCH 'SECTION • N.T.S. UNLESS OTHERWISE NOTED N.T.S. 12" ALTERNATE TOP SLAB TO MEET OR EXCEED H-20 LOADING a 911 CONE SECTION IN 2'-4' HEIGHTS. a. PIPES NOT TO PIERCE CONE a. 24 a •:; SECTION-USE TOP SLAP BUTYL RUBBER SECTION JOINTS Fl a 8" i PER ASTM C-990 AND AASHTO M-198 ——-- g C z • • RISER SECTIONS IN w . V-4' HEIGHTS o cc ; Z G co STEPS 12"O.C.AND a- p . AS SPECIFIED COAT ALL EXTERIOR N vi t, CONCRETE SURFACES WITH 2 w e 48 5.. COATS OF FACTORY APPLIED o 6 H SLOPE BRICK SHELF BITUMINOUS WATERPROOFING 0 1/4'7FT.WITH LO r ZO HEADERS LAID FLAT a.d Cl BASE SECTION IN FLEXIBLE SLEEVE WITH CROSS COUNTRY ROADWAY —_ ._._ _— 3'-5' HEIGHTS ` — STAINLESS STEEL CLAMP cn T <•. z FINISHED GRADE 12" MIN. OVER O SURFACE TREATMENT HIGHEST SEWER TURF SOIL AS REQUIRED v SUBBASE AS REQUIRED cn It a a -. "III(.. T d n`+t .° �• ,a a :° lJa EXISTING GROUND •V B SURFACE tl ' ?{� ,,., u7 N mi SHEETING, IF REQUIRED,TO BE CUT w .; BRICK CHIPS AND MORTAR-r;, -`' UNDISTURBED EARTH o •U t- APPROVED ON-SITE BORROW OFF AT LEAST 2 BELOW STREET AND E c� I OR CEMENT CONCRETE INVERTED ARCH WITH >, a) Q L_ � >- TO BE COMPACTED IN 2 LIFTS A MINIMUM OF 1 ABOVE TOP OF PIPE. CLASS"A" BRICKS LAID ON EDGE o -�-+ MID-DIAMETER OF THE PIPE SHALL USING FULL MORTAR JOINTS SHEETING DRIVEN BELOW Q �; -+--' � WATER 12 COMPACTED GRAVEL BORROW E BE LEFT IN PLACE. _ .0 a MassDOT-M1.03.0 TYPE B E U ALL SIDESCD R5 c`a c'n 6" MIN �4 NOTES: u. w � �F o� �: APPROVED ON-SITE BORROW �'' � L- • c �.u- TO BE COMPACTED IN 1'LIFTS. 1. MANHOLES SHALL BE 48" INSIDE DIAMETER(LD.) UNLESS OTHERWISE INDICATED ON PLANS.. '� U-�� c5 2. EXCAVATION TO ALLOW FOR FREE TRAVEL OF COMPACTION EQUIPMENT. w s� �` 3. ALL COMPACTION TO A MINIMUM 95 PERCENT DRY DENSITY DETERMINED BY ASTM D1557.SEE -� 7 r (> PLACE SAND AGAINST UNDISTURBED SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CU SIDES & BOTTOM OF TRENCH TO 4. ALL PRECAST TO MEET OR EXCEED ASTM C-478 AND AASHTO M.199 SPECIFICATIONS. z =�_+ U �. 12"ABOVE TOP (MIN) 5. . REINFORCED STEEL TO MEET OR EXCEED ASTM A185 AND H-20 LOADING REQUIREMENTS. � NOTES: COMPACTED SUBGRADE 6. ALL PRECAST CONCRETE TO BE 4,000 PS1 MINIMUM AND MEET ASTM C-478 (6.1). 7. IF NO STEPS ARE SPECIFIED THAN AS THE LOCAL MUNICIPALITY REQUIRES OR IF NO U) ti MUNICIPALITY REQUIREMENTS THEN COPOLYMER POLYPROPYLENE COATED REINFORCED PER Co 1 5'-0"MIN COVER(TYP) ASTM C-478 AND OSHA(STD 1-1.9). CO 8. CONTRACTOR TO CONFIRM WITH CITY'OR TOWN DPW THAT BRICK INVERTS ARE NOT A 2. CONNECTION AND INSTALLATION OF WATER MAIN TO BE � REQUIREMENT. COORDINATED WITH TOWN OF BARNSTABLE WATER DEPARTMENT. FZ A 9. FILL ALL INTERNAL AND EXTERNAL HOLES WITH NON-SHRINK GROUT. Project No.: 143-89057-14003 59 o WATER MAIN TRENCH SECTION PRECAST.SEWER MANHOLE Designed By: SPR i N.T.S. N.T.S. Drawn By: JYC a M Checked By: SPR ;a a, N pA ~� to Q U f����d Bar Measures 1 inch - . - - I___ -_ - - I - . - �-_ -_ - .- - � - I - � . I . ­ -- I -----.-----_ � - -_ ­ - - __ � I - I I . I � - I� : I I I I . I I � . : I I I I . � � I . . I . . . . � . . . . . . . .. . I I I I � . . I I . . I . . . . . . .I . . . I � . I . . . . . . � . . .. . . . . � .. �I. . . I I. . I . . I . I I . . .I . I . . . I I . .I . . . . . . .� . . . .. . . . .I I. . I . I �� . . .. . I . I . I . I . . I . I . . . I . . . . I . . . I . . . . I . . . . I . I � � . . � I . . . . . I . I . . � . . . . I . I . I . � ,� . . - � . . . I I I I . . . . , . I I I � , I I . I I . . . . I I . . I I I .. . . . . I . I . . . . . . . � - . . . . . I . - . . . . . I � . � . I I . I . . . I . I . I . I . . . . I. � o I . . I ,.. . . . .. . . . . . . � . . . . . . � . . . I I . . . I . . . . . . . I . � . . 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I I + . + .+ 1 . . . . . . . . .. + 1 I � .. . I . . : � ' . . 1+ + � I . . � . . . . . . . I ' I . I . + . . � � * . . I � , � I � I .. . . � I . . I I , . . . . - 11 - - � . . . . . I . . . . . I . � I . . . � . . I . . . , I . . . . . . " , PROJECT LOCATION. � � CLIENT INFORMATION: . I . . . � + + .. . . . . . . � . . . .1 I . __ - __ __ _ __________ ____ . . . . . _ _ � � � I . . . . . . . + . . . . / .I + �.S030 47'08"E I . I , - .. . . I . . I I. '. ain ree I . I I . . I . � + . . I I � . + . . I � - I ,. . . . . I . . � � I . __---- I . I I . I � + . 60.00 . . '' ' I � I SHEET NO.: I . . . SHEET.TITLE: . . � . . Cotuit, MA 02635 1 . . . One Boston Place, 37th Floor. � I . . ­ I � . . . . . I . . � . I . . _ _ ___ ­ . � . . . . . + � . . . + + . I . . . 11 - - � � . . .,o�o_(' . . . . . . I I � . � . I - , V,0t'_--\ . . . I . I � . . . .1. I � 1 . I .. . . I . 1. . I . . I . . . - .. . I . .. . Boston, MA 02108 1 ..... . . . I � . . � ­­1­11 . . . I . . . . . . --- ' �FULLERS -, . I.................. ­­ ­­­.......I I.......... ­1_­ ­....­.............. ... ---I.. ­­­1­..I-­�".... ­..... ­�.I——- .........-­_..- ... ......­­­...........11­­­."...I .-I�I-I——I­..11- ....-......­­.........'­......�.. .... ­1.1...._­...�........__­1...........�.........­­......................­................­­­_­­­­­.­.... � . I � I � . I I . . I . � . - . . . . I � I .... . . I . .­................I—' ­­­:� .............­1.,­11­­11­­+ I . . . , . I � ... ­ .:__... ­­­­ _..1.........­.­­­1­ ....I....."...... ��.11+ ­:.I�...�.......... 1­ ­1 I—-................I.......­..'',­­­­ . . � I ­ I � : I . ... . I..� .­�I.. _­....1...­.................I...1-1.I ­I I�.��..I I..."....I...'' I—. I­­­­-.1.­....'..I'll, ­­­ -11.;.��.I.. I I I I I+' - �- �... � MARSH �- ­ + . . ..­­­­ I....... . - Cover -Subj'ct P rce -Plan - ­- + � ­­ ' , , . I . - . . 1 .1­­­­­.­-_._­,­�­­......I— ..'..'.........1. �... ­­­..­­...... ­­­1­11. 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C-3 .Grading and Drainage Plan 11 . . I . . � . ;,,,.,o I ___ -�-� ��, V , ) \ \ - . . � . . . I . . 143-890517- � . . . . I 1. I.. .. � . � ..................I"", _, ___11 , . ._1 . . . I � . � . . . . . . � I . I I I I . I . . . 1. I . � I — 1-1 _____ _:5� � . . 1. 1_� . �\ \ *10 1 C4 Utility Plan . � . I . . . I . I . -_ I _____ I ',- I I . . . . � . . . . I . I . I . I I .. I . . �_ _. I � I . I IV\ . . . . � ... . I . . I . . . . . . . . . I . . . . . 1 . . I . . . + . . . . . . . � . . � . . . � + � - -�� . \ C-5 . Septic System Layout and Calculations . . � . �_5:�- ::: , - . . . . . . � I I . + I I . � . .. I . � + . . . . . . � . / - -- T, . . (P_ I . . 1-1 , %\ I .. . . . I . 1, . 11 . . . I . - � . . I _�5� (' . .A . . \ \ 0 C-6 Septic System P � EN � � . . . . � I . . I I � I . .1 I I . _:_� r � ;�N\ . rofile and Details . GINEER: LANDSCAPE ARCHITECT. I . . . . I . . . . � *-I . -10 \ . . I I . . I I p. . .. � — . I � . 1 � I I . � I �. . 11 . , . I . . . 6), I . __� . \ 10 � . I I . . . . . I . I I . I . .. � / . . . . - - . . I ,-,\ � "7 + C-71 Septic-Systern Details � . . . Tetra Tech . I . . Morgan Wheelock Inc. 1 . � I . . � I . I / I � �� - . . . � . 1-1 I \ , \ 10 . .. . , t L . . I . 0.ne Grant Street . . . . . . . I � . . . * . � .. i I . I "I / . . .11 \ 4, . . . . 625 Mount Auburn�Street : . C-8 Septic System, Wa er Service and Trench Details . . iI � I � . . \ . . . I I 1+ . I I / �� I . . . . Framin ham, MA 01701 : . I Ca rbridge, MA 02138 . I . I + — 11 � . 9 . . . I . . . 1, I . \ � . � � . I . � I . I � � � I , I � . . I . I � . . I I � . � . . . . .. I � .. I .. . I .1 I I . � . . I I - I . . . I . . . . I . I . I I + . I . " /. . . I I . \ "_�\ � , . I . I � . ­ . . . . ­ .. I . I . . I . . . . . � � I I . � I I � .. . . . . I I .. ",, , ",� i . I . + � .I �� I . *P0 �, �' , � , . I I . . I � : I . . . . . . � . I . . . � . I . . . . I 1. . . . . 1, + .. I I . . . � . . I . I . . . I . � I . . 11 I/ I i . + I TO\ + I . . . . . . I . I . . . . 1.� \ .� - ASSESSOR'S TAX MAP AND LOT NUMBERS: . .. . . I I I . . . � ' . . . . \ �� ! . I I . . I / I I � I . _� . ,�,� . \ I . I � - . � ARCHITECT: . I I I I . SURVEYOR: � � . . I H? E AND ECTRIC I ,1 . . . S67o 16'33" � . . . . . I I . . . I . . . . . . I + . . . . ­ + � . . . . . I . . � � I . . � . . . + � . I . . - . . � EASEM -20' IDE a � . 1 14.75 . . - � � . � Precision Land Sury . I I I � I . . . . . . . MAP017 / 13LOCK007 1541MAINSTREET . : . . . . I . . . . I Shope Reno Warton � . . . eyors I � . . I . I i I BOOK 3,, P PA 19 1 7 . . .. I .. 1. . . N23o 14'47"W . \ . . . . �� . . . � I I . + . I .+ I I I � . I . . I . + . . :. . I I . � . . MAP 018 / BLOCK 106 - 0 WAQUOIT ROAD . . 18 Marshall Street, Suite 114 . . � .32 TUrnpikeRoad .. . I . i I / 51.82 . \ .. . . . . . 1+ I. � . . � I . .. i + . . . . . . I I . . I . . . I . . I . . . . . I . . o Norwalk, CT, 06854 . .. . I . � I. . . . I Southborough, MA 017.72 1 . ; . . . - - . MAP 018 / BLOCK 107 - 255 RUSHY MARSH ROAD � . I . . . . . + I . . . . � I I . . . + . I I . . I . . 1 . . . I . . . .. . I .. . 1 . + 1 � : I ! 1, : . . i I . � I I . I I � + I I . I I ! . � . . � � � I . . 11 / i . . - - + MAP 01 8 / BLOCK 108 - 0 RUSHY MARSH ROAD . . . + . � I i � I . I � I I � . + I � . . I .. .. I ­ . . 1. . ­ ­ .. . I r . . I . . . . I . �. .. . . I . � I . . I., 1. ­ � I . / + . il , . I ISSUED: � . I . . . I . . . . � - I I i I � I . . MAP 01 8 / BLOCK 120 - 0 RUSHY MARSH ROAD . . � I I � ' + . . -1 , i . I ;1 . I , . + I I - . \ . . . I . . . I I � I . . I . � . . J . . I � . ' I . I . . . % I . I . . . . I � . I - Disposal System Construction Perm I I . I + .+ � . . � I . . � \ . - 0 MAIN I 1 1/14/2015 it Amendment . . I .. . � I . � . � . . I � I . il � � � . . � + I . MAP 0 1 8 / BLOCK 121 . . � . . I I I I . . . I I . I / . . . . . . . I . . � I . � . I . � . � I . . � I . . . . . I ! I . . . I . i - � . I . + . .. . . . � + .. . . + . 1 . . . . . � . � . . . I . . I I . I "I . . . . . I . . I + + � � . . . I . . . . I i . I . . . . � / I . . . . I I I . � . � I . . � . . . . f, I . I � 11 I I I � . . � I � . � I ; I I . . ! � . . I . . . . � � . - 1, � / . I . \ � . I . . . . . ! . . . I . ; j . I � . I I % I I \ I I I . I . + . I . . � . I I . I . . . I .. . + . : . + . I . I I � . �� " + . S23o 14'47"E I GENERAL NOTES: . . � . I . I . . . � - . . . / . I . . + 1-1 � . I . - .. . I . . . . I + . . 1. . . 11 . . .. .. .. . I . . / I / I I . . 19.98 . 1_� I . � .-.- - . I . . . I � I I . . . . I I . . � . , i � I . . .. . . . I I . . . . . . . . . I . � EET NUMBER: 1541 MAIN STREET . . I .1 �' I . 11 . . . 1 . STRt I . . I I . . . I . I . I I I . . . . � � . I . � . . I . I . . . � . . I. . � ,, . . . .1 . .. I I . . ..+ .. . I - � I . . I . I I . + . � . . � � .. . + .. . . . . ... . I I i . . . . � . . .. � / . . � . . � I . 1� 11 . .. . � . . . . . � I . � + . . I �_, . . . . .. . � . � . . . � .1 . I I . . . . . . . � . . . � , . � . I ��' / . I . . . . Jq� 41 � . . . I . . I . I in! 1 2. , ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL , I . . . I I \ � I . . � � I � I I . 0) I I I I . I I I . I . I � I : \ Of I I I . . \ DATUM OF 1929 (NGVD29). . . . . . . . . I . . � .. I . . . I : � I "`,� / ; � � . . . I . . . . i . ; I . . . . I . I . . I . . I � . � . � . \1 1\ I I I I . . . . . . . + . .. � - . � . 11 . 0 I. I . . . I . I . . i I . . � �_, . . . . . - I . I \ ii / I . . I � . . . . . I . I . I I . . . .�M . 3. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE .. . . I ; . � . + I . I I ,/ ,,!:/ . . --Iwao,-,�,,� I . I . . . I I . 0 . . "I . � PLANE COORDINATE SYSTEM, MAINLAND ZONE, REFERENCED TO . I : . . I . . I .:. - � . - // "I � 15,z�.rjo_, 11 � . . � . 1� . I . + . . . . . I I ��7%,e . . . I . � I � . . + . + . � 1 / 0..�.,;�%z . . _� I . . 1 .� . / " . THE NORTH AMERICAN DATUM OF 1983 (NAD83). � . . I . . 1 . � ..W�Aw-, SA7 -.--- 0 I -, . - I . . 1_� I . I . I . . . . . I . . . . . . . I . .. . � . . . . � . . . . . I .. . 11 , . . I 1. . .. . I . . . . �. � . . � I I I . . I I I I . � I 1. . � I . I . . � . . I . . I I . . \ � . . . . . . I � I I . . . I I . � ­ . . . � . . . i . . I I . . . . . . . I � . . . . 1 � . .. . . . . I � . . TOTAL AREA . . I \ 1 4. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE . I . . . . . . � . . . . + I 11 I . I . . . I . . I . I . . . . + I . � I . � I . . I I . � . . I I . . . I � .. 0, S12o 22'32"E . ) 1 92.5± ACRES ., . . . ORIGINAL APPLICATION. . .. . : . � . . I . I . . I . + . � � . . � +� I I . I I��_ / 6.83 � ... � I . . . � .. ,;;:5�, . . . . . . . I I . � . . . . -_� I . . .1 . � I 1 � � � . ... . I . � . I `�_ . � . I .....'- - I . � . � � � � . .. � . . . I . . I . � . � . I I . . . . � . . . �. � . . . ... . ... . . . . . . . I � . . . I 1. .. I .. . . . G III . I I + . . + I . " " . N I . . .. . I . . . . 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I :.:,�,��.� '. , . . . I . I '�//' i ;�,�., - ... �:.:-� �, �Z.,:,,,��.�a ��," ;�_11 . . .. � I I . � I . - . . . . . I . 'Al� I � - �.... ��.L j. . .,..:�1.�" ..... �;,,,,, I � . � . .9 � � ��I* � � �� 4 1, I I ., 11 , I 11� . . I i .� � : ­ � , p 11 :;,;. , � .11­�, `,i�, -:�� ::,: . � , ,� . � - - 11111� - - i I�������������!iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii - - __ - -- - __ W: �F. _�­�`.'_ ., .�r ': _1� "';%, �;."*, ,!.j,�:;::,'i", ,�...":.k 1 - - . . � 14 . . I - � - I I I . . I I . I . , I . I I I I - . I I �� . I I I I . - I i I I I I 1 2 3 4 5 g 8 7 ro C: Uj \. i I o Cl► N ` \ - / { 1 O ` \ .� . _ _ — / J� I .I (•E 0� o0 tso G \ W \ \ \ W `� N { W 'C N \ IN,\ 6' o \ N Co • \ \ --- DRAIN m U' � , / -� Uj cA► \ 00 Co N a. s J O R DON 501 cyl • \ , _ , U1 C) vIL y Cr SS. NAL E �' W F G , , W C,, J O PROPERTY \'t'1 � 4-CA 1y V" \ ./''i m TI / + / / . y,may -.. .w • .;.. =h`•R �"w •f • T t :..:• _� �.. 1i � , i G-) 00 �N\z KD rr nn �k[ 61 ells r � t cc- , REMOVE EXIST ---- ——-6'' / // '' // +2---_ �/ i , CESSPOOL / \ \ \ �' � , � / ,✓� x—x--x x--x~—x—X—x�,�,--�?�'� � '�� y \ \ \ { / f " - \ 1 . REMOVE EXIST / / ,,.••••'' UN� l ��'`� \Ii (� l: 6) -i r \ \ IWATER �. --- hzr .•,.• '` /: /• \ \ \ LIMIT OF WETLAND BOUNDARY 1 -'� / Da \ \ f \ \ 9 / c - _ FENCE / x----X x \ I \ \ �\ \- { I � .,,•/ / I x x—x----=.. ><—x-x_..,�x_.._-X \ { \ �- ,� �... �� �._— \/ `,,:..- Ay BIT C 0 N C DRIVE ,. „i �_` ( t .-.- - xq& (( 1 PROTECT EXIST CHICKEN COIt OP } 1 r � i• ,/ 1 1 O s riti J r � i f \ ,r'L;.S'. ' � `,,.~' I�• i r ��, �� � '\\-. . �-,.,`. / REMOVE CONCRETE 4 y COMPOST \ _ x i / \ � •>". • ./' / �• r'.•�...�:. � / REMOVE EXIST � /� 1 �;, �.. x J / BINS , r F � . \ 0 '..� `�-� , � 5 1 GREENHOUSE i \ .. r` 1 REMOVE EXIST / t / 1 A _ l \ - — 9g • _ - \ STRUCTURE AND WELL — PROTECT EXIST __. WORKING BARN ,✓,,,, Cn # o L \ > 0 . . W s 01 r. Noo ku, V. \ . \•\ \ 1 \ W \ LLJ REMOVE EXIST /j ;gip � -µ .. j CESS POOL / NAMMUMMUMON \\ p C� rn O D ;,% ` ti� 1 --�f,-`" BENCHMARK: ....""" x .- „•�- / t � � _ \ x '\ _ -- _- i O U -I -I CONCRETE BOUND -- •.. x%. y ; ;; cnl - .. ELEVATION � " m �► —� ONE B LU • 1 1 ON / o rn r f 3 RVATI r' S \ CONSE r r m \ 7 JURISDICTION�, ,� , . • �. . : • ,zr � �, � �� �� �� \ COMMISSION JURtSD o � / o � �y,�, r. �, v l a, �� // // ��� COMMI Z co .° a / / \ \ \ '� /'• / -3'� /T ti%,�" �,pi "1 k .'^,:1P'~ `'✓. • "`•.„ 1 `, �{ i , 8. hn ,,,' 'it -/ o W N Lo LEGEND r" I,-. ,r_r NOTES j - '*,� \ - PROPERTY LINE 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DAT M „�--`' \, -~' � `"- •��� � ^� \.2 � � UM OF 1929(NGVD29) }} EASEMENT 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, MAINLAND ZO \1. zi ~� !! Sf✓ l �I \ ' / STONE B NE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) CONTOURS 3. WETLAND RESOURCE AREAS SHOWN AREAS PROVIDED IN THE ORIGINAL APPLICATION. !� \ (/ � ,. , � -•_ � � •----17----— x 4.6 -\ "\ f \ � f -' • t° 0 SPOT GRADE M w ` 9 f j L� .r� ~` f k ( WETLAND � (n C ��Ir' r. C \\ �_ �` f' K f E O s- (� W-14 A WETLAND FLAG a� Q Q q \ kk 1 ;per WETLAND SYMBOL CU - Co 1� G�; n Q C r \ t 2 r �;� ,.-- .� : „ s O GRAVEL ROAD -- p �Q ••— 0" � 'L .._ ,- x X x FENCE CU O cn � C7 t \ ,> GATE >, u 1 r �1 uj ✓ - TREE LINE C) w lA e l >:> �•+5 � ;�'�i TREE � ( yyf� W fn 1 --a-- SIGN Z n! to � UTILITY POLE �I OVERHEAD WIRE \\ HYDRANT wv l ` WATER VALVE G NATURAL GAS LINE Project No.: 143-89057-14003 a \ / ABANDONED WATERLINE o 1 DRAIN LINE \ r- Designed By: SPR o N Drawn By: MWM Q m �o TRANSPLANT TREE U REMOVE TREE Checked By: SPR IT COMPOST FILTER TUBE f- 0 15' 30' 60' rn N j, SCALE: 1"=30' 0 1 inch Bar Measures 1 2 3 4 5 6 7 8 W 0) o do O G \ 1, -� (V Lu co It o a. �V VA OF 4f EAN PATRICK m REA ON � ® )1 ENTRY ROAD WITH HIGH USE TURF .41 3'WIDE WHEEL STRIPS FOisTEa`�°�, � t _ _..-- , —� 1.5'WIDE EDGE STRIPS \ COW BARNTWIDE MIDDLE 50 SEATS (TYP) OVERFLOW PARKING AREA 15 GPD/SEAT DESIGN FLOW=750 GPD F �, , � O PROPERTY LINE GRANITE WALL ® \ \ (TYP) .�� (NP) Q PADDOCK FENCE RETAINING WALL `� O (TYP) _ Frl \ EP CO T N.K. VIA- ® COW BAR -- = ; ( 1 l ,f Q + + j G VEL '�L. � I �� O � l , PARKING A EA ; \ : \.,• r� © ORCHARD GARDENS �,-"o """-� PADDOCK „'�.�.� PADDOCK O LOW P f PADDOCK ..,.,� CSC ` � \• �y '- .�: J ` LIMIT OF WETLAND BOUNDARY + + + + + + ® i PADDOCK ' / r cx�(JA 1e-lzl ANIMAL BAR ANIMAL BARN / , 1I� �'� � _ //``, : RETAININ ;� r�r` _ - ! I� 4 STALLS k �/ts. ��. 4 1� � °` , •-. � ,.- ' I I - � \ \ '.., �� �• , `/ .-.: � I/ �� �` •.n= �l � I �,�J .� SIGN FLOW 200 GPD ENTRY ROAD WITH HIGH USE TURF 3'WIDE WHEEL STRIPS t 3'WIDE MIDDLE STRIP ( '�. kArAU TRAIL -i-= �� ' FARM OFFICE D 5.5 WIDE EDGE STRIPS �. : \ �� �� 1,190 SF 44 \ 'y 75 GPD 11,000 SF �\ DESIGN FLOW=90 GPD ! \ � �f GREENHOUSE i e.•+''" �� ��,p t \� / = 1 BEDROOM EQUIVALENT p 110 GPD/BEDROOM /' _ \ O DESIGN FLOW- 110 GPD z EXIST WORKING BARN �i _ _ \ WORKING BARN / a } d \ / ADDITION G 0° v7 _ ,,.., �1, � �� � - � .\•.. ,ice Q tit LJ t f ONE B °- w C GRAVEL j, s _ RVAT{ON ZONE 0 PARKING AREA ��t I y l00 FT' CONS PROPOSED LOCATION �' c COMMISSION ��R{SDiCTION EXPANDED WORKING BARN COMMIS OF SOIL ABSORPTION SYSTEM �� ��� E 4 STALLS Z a�i SEE SHEETS C-4 TO C-6 `� --. � � �i•, '� `I i� % `'` MECHANICAL EQUIPMENT; 50 GPD/STALL � ' /'�/�~ \,AL'� ~ C• `-'' �` +� % l:, y` , DESIGN FLOW=200 GPD CONCRETE LINED °- �,� `� ' : �' � (�\ 'i `���rl`t �` FINAL LOCATION TO BE COORDINATED COMPOST BINS Vcu a \ I �' -- `=�/ `,1 J% : �, t1 , 1o� ` / PRIOR TO INSTALLATION W m J O \ \ _\� - _ //'\ �Vlw�i � `� �y� f� 1 1 `3 ` (TYP) 0 0 Q V i TURF DRIVE p f 1 a If KR- c Co z r \\ �. ` ��` i•/ , .!it/ ,Jt. a :tip \ '- > /, Q � i� L �t .✓ a huh; �.1 E co a. M J i V 1Ll .� � '"` I.T., / � Z , 0 �`^ \ r DESIGN FLOW LEGEND NOTES Project No.: 143-89057-14003 o-co FARM OFFICE 90 GPD 1. THE FACILI I Designed By: SPR DRY LAID COBBLE INFILL TY BU LDINGS TO BE SERVED BY THE PROPOSED SEPTIC SYSTEM ARE THE FARM A' a �� ` GREENHOUSE 110 GPD OFFICE, GREENHOUSE, COW BARN,WORKING BARN AND ANIMAL BARN. 'V Drawn By: MWM WORKING BARN 200 GPDNONE= GRAVEL Checked By: SPR T ..,••,0� ANIMAL BARN 200 GPD 2. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. COW BARN 750 GPD GRANITE PAVING ON CONCRETE 0 15' 30' _ so' TOTAL= 1,350 GPD CONCRETE C,­2 SCALE: 1"=30' �� Bar Measures 1 inch 1 2 3 4 5 6 7 8 _ _ r 1 0000 ♦ S / CX) .c !A 0 N 3:1 SLOP\ 't \ �\ ` ~, N ^� - '/ / W0 o 00 PROP BIOFILTER SWALE \ / LT PROP 10'WIDE SPILLWAY �, BOT ELEV=2.0 0 ° o Qy \ \ ` ` - - 'S 6) ✓ / o0 \ ` • \ ELEV=2.5 'G !`� G 1 1l ° ° CD -r ti r \ \ i� cN� \ TOP BERM ° o o ► ,l {a' \ \ .. \ r x / n -P W rn ELEV=3.0 HW-6 7m0 / \ \ \ _ 67 0D o 2-15" PERFORATED HDPE \ / X ul 1� 00 PERFORATED bo HDPE, - '' "� DMH-2 L57f (BURY COVER UNDER.6"TOPSOIL) / / j (MARK WITH STAKE) / , �- \-- U� r--. ��iH oFM,gq TS 9. cD \ �� SEAN PA (.r1 I N e / � 1 / � � / BS 8.� I `�.. / R R 062 BS 19.0 / S c/STE ® TS 12.2 `S��NAL ENG 4" PERFORATED HDPE BS 1 .2 F 1 i Cr! ; bi TW 1 .08 9 1 ' PROPERTY LINE / `nUl '' �! ,p TW 11.0 (TYP) , ,� - I � 4" PERFORATED � � , ...- ''" ` "4 - -.... - -- - ;� � 15.0 16.0---' '' BW 11.0 •4� ~t \ ,\ 1 I HDPE i 0 . �; TW 11.0 TW 10.0 / ; .-` - iI -------- _� BW 10.0 W 9.0O - (1NV=3.U) S1 FT-1 0f / _ T 5 � f � � /l,j T T T- T- "'b � I r D• .-: , . } / •'•."• / 117 12.1 -~ `ER-GBA�S� 14K:- � 5^-^•-.._ - - I - j• , +' p ''' s.- "�l` -" --"• - /. �`'^. ` ',` . .,,,...'" , /' �\ r TW 1 .08 I✓ ��/i ,_%r_ -,. --. L I/ _ + + + C° BS 12.44 TV17ARn � ! YD-10 r I T _ _ Cyl -i1.3% t 2.0%/8.0+ .5 �- 1.0% - 1.0% 10. + 1 12.3 - / o�rt i+ BS 12.44 \ \ f + / Imo- 10.82 14.58A IN i 1 I �_ _ - r ------ -- - _ .: 1 + + + ,;TW 13.5 �T \' \ PROP VEGETATED SWALE YD ! E � , 1 \' ,\ \ \� � / i� i i i i � oo -'' -� ram{ i YD-7 V / ' '_ TW 15.0 I YD BS .,. t, I JI 1 I 1TW 1 _........... '...! sTW 17.0 ` -- / \ 1 TIE RAIN .:- _ IN� 2,4� i W 11.5 - \-i UND pRAIN f -- " /� W ♦IL� BW 1 I ` �.Y' , \ i .�M='" ._ -+'-,.ram ......1 -� - ({"`i t,,. t ...._ ._....___.__... _.,... ...... . .._ _ ... ._/_...... _ . _ . - f CP YD LIMIT OF WETLAND BOUNDARY f ' �; / '\=p ,,? ;; 2.5+ - _ �If �' I + 11. _ 1 13.0 tN pr J 17.0 +'12.0 / 1 .5 - � ' °. _` 4 -Lf 7 ' - '' / , r lok F TI fAIN TYP Q ( \ ----------------------------------------�-- --------------- �/ / --� -- ��; L } \ t, ' /.4 � ::; ` YD-2216 , O ' ,1 \, / rcl 1• i (. f\. / j� / 1 D-1 r. �':i p` Y -34 :,. -" �, /I // . -` .\ � �...... // i.y� � } ♦ ' 4•} -3 1 -__- . • i � r ;`ll'.,'"a.'."'x:.,E, .. �� y; B }I t �,,, _._ .... ..._.. ..._.. ._..., _.... ...... W_ ..__ ..._. ._._ .__... _ _.__ .- .. _.-_.._._-._._ _"_ .___. _._ .._. ._-•-•..'"...r: Ce�. . •' f! G 1 t t� l �1 \ \ • ;: a- -- ' I i1`.-1 ,i ------------- , r. r 1 \ I I y �,,,,,•is ` C`� � / \ \ T -� ' l I iYD 2 ------ ----- :._1l......_.__. (TYP; SEE SHEET C-4) -A � � / / \ OfJN ��RAJN m WORK BARN (EXIST)13 f � m = ' ! >,\ 0 I3W 1 FFE en \ O _J � �` / � - 13.0 - 1 ;8W 12.0 D- I r . i' \\ z µ _ co c c� 0 Ii \ y `� \\ \> 0 m O 3y ; �� �( >' BENCHMARK: rLG-4 \` O T1 --i --t :TE BOUND c!) � �` L .,lfl f° `--/'.� \ ELEVATION= 12.64 ZONE B '"r/"' --YD 20 / / a wC t \i \ \ \ y Cp \. I• \ /r.\ J ------" ""...,° ...... ..,., ..® .......•• '® YD-21 / / / =``� \ z �, \ ' l ` `�� i J1 NSERVA¶4N ZONE C - J - g t� -rt m ( f"' I ` / '��� T. CO ON PROPOSED SOIL 1`'� / c c�l r- w ISDICTI " P J j �4 4 \ COMIC SION JUR ABSORPTION SYSTEM l E (SEE SHEETS C-4 TO C-fi) J O `e TIE ROOF DRAINS INTO PROP FOUNDATION DRAIN • \ { J / / /j f� G r^ v ��F� \ '�, ,�`/� ~ / S J VOa ul o. � ^ 0 ui CC I J / Cu Ir w B �`' •� v 'fir, A� , �� ;• J � _ t, }�S" j / M v � CL •• _- -_ _ � Cu LEGEND NOTES Cu 0 \\ � j - \ / C7 _ L a \ 17",10Q _ ''�' �Cd BW BOTTOM OF WALL 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD29) U Q Cl) I C"� BS BOTTOM OF STEP 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE = T3 _ 'Y SYSTEM, � .� rt,,, `' \ r 1 � '' / MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(NAD83) .c LL `� 1p '` ' /� \ 17 CONTOURS cn m Cu w -- 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE OR)GINAL APPLICATION. .c C/) >!4, Qo DMH DRAIN MANHOLE C: '0 DRAIN PIPE Z Of u7 rTl \ I Tl / \ �1 J FFE FINISH FLOOR ELEVATION ��nn c HW HEADWALL LG LEACHING GALLEY °o°oo°o°o°o°o°o° ce) Q �,` !��� �` ;J� 1 0°°°°O°000000000000 RIP-RAP -•-1.0% SLOPE rC A !/ \ ! r o ` J' Project No.: 143-89057-14003 M + 12.00 SPOT GRADE Designed By: SPR W 1` ` -_..._. ._.- rn �,NDONED Va'J,TERLlNE � C�� � 'f�� TP TOP OF PIER N Drawn B : � . _ (L \ TS TOP OF STEP Y JYC Checked By: SPR ! �`` TW TOP OF WALL 04 0 15' 30' 60' rn o YD YARD DRAIN c _ 0 - -'__` --_. _- I - SCALE: 1"=30' U 1 r Bar Measures 1 inch 1 2 3 4 5 6 7 8 NOTES %...-- ; ;x O 1 .� -µme` :•�" 1. ELEVATIONS, IN FEET, REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929(NGVD29) ' 2. COORDINATES, IN FEET, REFER TO MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, W 0 o \ ♦ .�.; ; , ,._ ; ; -- MAINLAND ZONE, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(NAD83) n:r C Lpy rT{ 3. WETLAND RESOURCE AREAS SHOWN ARE AS PROVIDED IN THE ORIGINAL APPLICATION. E U- 20 4. POWER AND CONTROLS TO SEWER PUMP STATION, COORDINATE LOCATION OF CONTROL w N G C i ~ ~-"� ,�~ ._."•-•:;�_.. PANEL AND ALARMS WITH BARN AND STABLE LAYOUT AND MECHANICAL SYSTEMS. A,_ ~ � -_- _ 5. ALL DI WATER MAIN BENDS SHOWN SHALL BE 450 UNLESS OTHERWISE NOTED. co 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING THRUST RESTRAINT AT ALL BENDS AND ai /✓ „ :' -� FITTINGS IN WATER DISTRIBUTION SYSTEM. 0 \N { { t ' t i 8" DI WATER LOOP TO CONNECTION t f AT PINQUICKSET COVE CIRCLE t S FO RICK tiN 50 4 1LN -{ ��/ems ! \ ..+•^" .rn'r 0 .4 5� ....s"{''"'" . O �G'/ �c� Ali STER I F o PROPERTY LINE { j` (TYP) a �� EP COAST .-- • r-- -� � + + + + + I + ;0 { 3"TEUDATA `��' " - ; �• �• ,, Q ® COW BAR / ~ v 6" DI FIRE SERVICE / 6 PVC o t WITH GATE VALVE 6" PVC 9' 1.0/o 10'@ 1.0% @ ( �\ t + E! + f , SMH-6 6" PVC ,,...r°'"' ,/ • \ \ + + + + " HDPE WATER 27' @ 1.0% 600'@ 1.0% -- f f -. 1 •=`� ITH CURB STOP \ �y 0 e WATER/SEWER C OSSIN LIMIT OF WETLAND BOUNDARY ® ENCASE WATERS RVICE I (TYP) C� \ G7NLCRETE(0' H SIDES) `J _.. - AIN GAS METER � ---------- ..'-_-`- 2 HDPE WATER ; ; ; • - 1+ + + + ( + WITH CURB STOP r , TEUDATA& PRIMARY ELECTRIC DUCT BANK EMH 3 3" ELECTRIC 2"GAS _ _ I 2-4" PRIMARY ELECTRIC CONC ENCASED , " ----- Co 2-3"TEUDATA(1 OVER 1) EMH 4 2=3" TE DA s� (p 2-3"VENDOR COMM (1 OVER 1) � �a � • •• / E ELECTRIC MANHOLE .- •�"� ; � , � y ��' ..._. o / � \ 1 •. \ � I �.I (TYP) � Jl � \, ; "��\ i '-�\ ����. f / � '.� -� r �"•� + 0fl�� s� ` t 1 '� � � � HYD `,..�- s• �� " r r �J�� Q , /.Y rf_. ..-j� >c._ ANIMAL •- / �� BARN . 1 A,;%T SEE NOTE 4ILITI S TO BE_ ` tom, 1 _� .,�- ABOVE/ JACENT - ,r f ,- • �'t � _ � � \ � � -�-- l{� � 'l �� t� _8,t DI _ e 2"TEUDATA - GAS SERVICE / \ 6 PVC SE \ . �- _ -3"T SMH 9 - ` -' \ (SIZE BY GAS COMPANY) FjE • LECTRIC / I� J _ WATE C 1 _ r' . ._. _._ __ SEP-2 9� @ 6" PVC SEWER • °♦ 11' .0% 4 ; ; _ j\ .070 SMH-2 SMH 3 1AU 0 �• - - - - - - - - - - - - - - - 6" PVC SOEW ` - -- . f I _ CD N °= C�J P-1 -1 -• „- @ _ - _ SEE NOTE \ , Q ; / � `1 `w o 0 O o n " 3" PVC FORCE MAIN P-2 -- tn� /� 6 PVC 183' GAS m '�.. 0 3' @ 1.0% i ` `p 1 z �. SEP-1 ! �./SMH-1 _ �x t 11'- _ \ O 6" PVC 6" PVC 0 EXIST WORKING BARN \�' \ EMH 2 �`' s -n ! �l '\ rn SMH-4 64 @ 1.0% 0 a @ % WORKING BARN >- ` a. ADDITION ' � A -....... : .r •- r ' � � GENERATOR CONNE TO EX 6„ C O -U G`i -- ' O D / T / \ > I 3" ELECTRIC EMH 1 \ .- ZD ,,.,,�''"' �-► a TO BARNZONE_B CJ 3" ELECTRIC t �' CfJ C �� ri¢ u ` r 2" GAS ZONE i 4 = a �� /I 0 FT. ON ERVA }� SMH-7 SOIL ABSORPTION SYSTEM �� Or T 10 U �\ _T1 , URIS IC a z E \ 1/-_ t rn ; 'WAT U� +_ C0�lINIIS I N 6 PVC O aD Q / - ` t - / ,\ � �, �- - �,�• K� f 1 - ' �\ it , / 6 PVC SMH-5 ca �TEL7DATA& PRI 0,RY LE RIC IN SAME DUCT BANK ` \ = j /, ° m as 2 " PRIMARY CONC ENCASED �1 � \` m 4 s�_,� / cn $ t o L'J Z r + 4@ 1.0% U z ko �3 TEL/D A(1 OVER 1)CONC ENCASED { µ K Q r �` ,� ,-- ` d' TRANSFORMER o 0 44 /� }} / >- i 2-3" ENDOR OMM (1 OVER 1)CONC ENCASED \ �! `�`�-___..•,_z _� ,�"_r R f -- ..: t .y `?' '� f ��" 11ti�, BENCHMARK: O \ �, - \ � � � -+- �== �� ,��,t�,�y.�, "~^� ��,.-'4'. � }�'' , l � � � �` �t CONCRETE BOUND � �W,. TEUDAT HANDHOLE � � ,�/�� � n � / �_._._ . , j\ �.._ � j fl , r" ELEVATION= 12.64 _._._•:I/'= � � � � iL PRIMARY ELECTRIC, Y ��� 1 ��� r��-'- - i / " 2-4" PRIMARY CONC ENCASED ' �� '1� �� 7-3 ELECTRIC IA (1 -GENERATOR, 2 SECONDARY, SEWER STRUCTURES SCHEDULE 3-SERVICES, 1 SPARE) ELECTRIC TO DISTRIBUTION STRUCTURE RIM INVERTS SMH 1 (DROP) 14.6± INV IN = 14.65 (OFFICE) U SECONDARY FROM INV OUT=9.65 SMH-2 JLN ``"'�"�� -•. \ �l/_ f� � -� ,�� ! i I � �; �`Jry I TRANSFORMER AND GENERATOR ( ) S. i \ / -• i 1 .1± INV IN =9.37 SMH-1 V% "`�l� l t �j�:- -�:� � �.✓�. SMH 2 3 ( ) " INV OUT=9.27 SMH-3 •i \ \�=%/y �\ / I _rQ ?t jl 2 HDPE WATER ( ) �.I1 � ., / _III \.�i _ - to c (0 WITH CURB STOP SMH 3 11.5± INV IN 8.65 (SMH 2) � , ch LijINV OUT=8.55(SMH-4) EL �'� 1 f ^ti�i ' l� 4 I`~ / ;,�- �° L 2,. HDPE WATER LEGEND F ' SMH 4 11.5± INV IN =8.13 (GREEN HOUSE) w l ; � '1 t I r1 r�1 !�� %�' /�` !',1 WITH CURB STOP _ ,�, � Q 2-3"TEUDATA(1 OVER 1) \ 1�� y' �* � / �f� V�1✓ � ( ) cu o � } �,s�� INV IN -8.13 SMH-3 cn � AC . . . ,•• CONCRETE ENCASEMENT INV OUT=8.03 (SMH-5) Q. it �' �a C'a ® CURB STOP GT-1 12.0± INV IN =9.53 (COW BARN) o t�V „ INV OUT=9.28 (SMH-6 U .{%� I L - rG Q � 8 DI W TER MAIN ) p0�, � 10V�DU�L �!�` c� � / ��t1 t� (INSTA LED IN EXISTING UTILITY CORRIDOR) DI DUCTILE IRON SMH 5 11.4± INV IN =7.39 (SMH-4) U m � � y 0 EMH ELECTRIC MANHOLE INV IN =7.25 (SMH-9) �+ � +=+ x \`! INV OUT=7.15 SMH-7 -c L c �`� l ( ) W co % f� -'j \ �� `Ill j @1 GT GREASE TRAP c SMH 6 12.0± INV IN =9.19 GT-1 � � �- � � � _ .�'"• INV IN =9.19(COW BARN) � � � Nt W GAS METER INV OUT=9.09 (SMH-9) N c HDPE HIGH DENSITY POLYETHYLENE z LO SMH-7 11.5± INV IN =7.09 (SMH-5) r- \ INV IN =7.09 WORK BARN m � HYD HYDRANT ( ) 1 �Y I INV OUT=6.99(SEP-1) LEACH FIELD SEP-1 11.6± INV IN =6.95 (SMH-7) P MBE INV OUT=6.70 P-1 PUMP CHAMBER 1` �� t - o �.� /�'`` ;� �\i _ � P-1 11.6± INV IN -6.67(SEP-1) 0) / < ~ POLYVINYL CHLORIDE INV OUT=6.42 (SMH-8) SEP SEPTIC TANK SEP-2 12.4± INV IN =9.86 STABLE rC A �j j \ s -- 0 �' C `- G INV OUT=9.61 (SMH-8) Project No.: 143-89057-14003 LO CONNECT TO EXIST WATER MAIN W H 8" r->� 45 BENDS _ - --" -'_- TAPPINGISI�E�V` AND VALVE COO ,DIN T E ALL (SEE NOTE 5; TYP) / OO SMH SEWER MANHOLE SMH-8 12.3± INV IN =9.50(SEP-2) , TELECOMMUNICATION DATA Designed By: SPR a ~ ., / -__ ABA�!�)OVED Wry TERi_iN _ \ WO�K�ITH COTUIT WATER DEP � !IENT \ r\ r�1 f o TEUDATA HANDHOLE INV IN =9.50 (P-1) N Drawn By: JYC INV OUT=9.40 (P-2) ` ' ` ------ _-__ \ El TRANSFORMER P-2 13.6± INV IN =9.25 SMH-8 Checked By: SPR WATER METER INV OUT=9.00(LEACHFIELD) �, SMH-9 12.1± INV IN =8.09(SMH-6) 0 15' 30' 60' rn --Lf) G H GV WATER VALVE INV OUT=7.99(SMH-5) �' ' a ~` SCALE: 1"=30' U 0 rem NNW Bar Measures 1 inch 1 2 3 4 5 6 7 8 FINISHED GRADE = E 00i o 0 CRUSHED STONE, GRAVEL BORROW M OR ORDINARY BORROW AS DIRECTED DRAIN OR UTILITY V ` W (D 1=o � MLO 2-3/4"TIE RODS (1 EACH SIDE) FULL PIPE O = co FASTEN TO SOCKET CLAMP AT BELL (TYP) 45° BEND LENGTH E " G (TYP) LL o 0 1 SQUARE INCH WOODEN STAKE TO VALVE BOX&COVER — o MARK STUB LOCATION LABELED "WATER" 18" MIN uj o CURB BOX FINISH GRADE FINISHED GRADE / > co o TIE ROD TO EXIST ROADWAY :' BELL (TYP) o X #4 REINFORCEMENT(TYP) a 6" #3 REINFORCEMENT(TYP) PLACE CONCRETE AGAINST 450-600 5' MIN TEMPORARY STUB UNDISTURBED EARTH (TYP) 8'-0" MIN ADJUSTABLE SLIDING VALVE BOX EXISTING MAIN 5'-0" MIN. PROPOSED DI WATER MAIN CLASS 52 NOTES: WATER TAPPING SLEEVE �LTH MAIN TYPE K COPPT" INCLUSIVE SERVICE TUBING 1. SEE THRUST BLOCK DETAIL FOR BEARING AREAS. < � oF1'9 SIZES 3/4'TO Doti ss S y ;.�li�:;,;�,—.;'S`.d1 /' •� �' R SPAT Z /R N�k CURB STOP U'< � 'l _ 10 N- WATER MAIN CROSSING o ° `/'` CORPORATION STOP , N.T.S. �cSj� STEREO x " i 11'�� 1 ..'-•',Friill1-',1' i'r.L... ! �qL ENG`N� F NOTES: GRANULAR FILL OR COMPACTED TEE AND GATE VALVE UNDISTURBED SUBGRADE 1. TUBING, CORPORATION STOP&CURB STOP SHALL BE PER TOWN FLAT STONE SPECIFICATIONS. 2. BACKFILL TUBING WITH 8" SAND, TOP, BOTTOM AND SIDES. NOTE: 5'-0" 5'-0" 3. SEE TOWN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1. COORDINATE CONNECTION AND INSTALLATION WITH WATER DEPARTMENT. SEWER PIPE 4. PROVIDE SADDLE FOR ALL AC AND PVC MAINS AND ALL 2" OR LARGER STOPS. 2. TAPPING SLEEVE AND GATE VALVE SHALL BE PER TOWN SPECIFICATIONS. 6" 3000 PSI CONCRETE WATER MAIN WATER SERVICE DETAIL TYPICAL WATER MAIN CONNECTION 6° 'x COMPACTED COMMON FILL N.T.S. N.T.S. 12" ELEVATION 12" 6" SEWER PIPE E 3000 PSI CONCRETE WATER MAIN `.. COMPACTED COMMON FILL TRENCH WIDTH CROSS COUNTRY — ROADWAY SECTION HYDRANT PER MUNICIPAL STANDARD FINISHED GRADE SURFACE TREATMENT VALVE BOX& COVER AS INDICATED FINISH GRADE TURF SOIL AS REQUIRED NOTES: TURF SOIL SUBBASE AS REQUIRED ROAD SURFACE1. ONE FULL LENGTH OF SEWER LATERAL SHALL BE PLACED OVER THE WATER PIPE SO 6" ;;... THAT BOTH JOINTS ARE AS FAR AWAY FROM THE WATER CROSSING AS POSSIBLE. ANCHORING TEE W/6" SUITABLE COMPACTED EXISTING GROUND 2. WATER PIPE SHALL BE PLACED SO THAT BOTH JOINTS ARE AS FAR AWAY FROM THE TEE (RESTRAINED MJ) BACKFILL SURFACE SEWER CROSSING AS POSSIBLE. APPROVED ON-SITE BORROW D.I PIPE TO MATCH SINGLE PLY ROOFING COMPACTED IN V LIFTS STREET MAIN 5'-0"t FELT APPROVED ON-SITE BORROW WATER MAIN CROSSING AT SEWER CRUSHED STONE OR TO BE COMPACTED IN 2' LIFTS STREET MAIN 1/2" SCREENED N.T.S. GRAVEL 3'-0" MIN, DIA, AT LEAST 6"ABOVE SEWER =+ HYDRANT DRAIN RING D CLASS C CONCRETE 6" MIN �G ..; c o o. 71THRUST BLOCK GATE VALVE CLASS C CONCRETE MIN, 6 CF, OF CRUSHED FOR PVC SEWER PIPE CRUSHED STONE OR SCREENED Qa °` STONE SHALL BE PLACED AGAINST THRUST BLOCK ADJUST TO RIM ELEV WITH A UNDISTURBED GRAVEL AROUND BASE OF UNDISTURBED SIDES AND BOTTOM MINIMUM 2 AND MAXIMUM 5 CASTING TO BE AS SPECIFIED; EARTH HYDRANT OF TRENCH TO 6"ABOVE THE CROWN IF NOT SPECIFIED THEN FRAME AND COVER COURSES OF RADIALLY PLACED CONCRETE BLOCK SET TO BE LEBARON TYPE A MASS STANDARD RED BRICK(MHD SPEC M4.05.2). ON UNDISTURBED EARTH COMPACTED SUBGRADE SET IN A FULL BED OF MORTAR. (MORTAR TO BE PER MDPW SPEC M4.02.15) COVER TO READ"SEWER" IN 3" LETTERS. REMOVABLE COVERS SHALL BE SET IN PAVEMENT AREAS INSTALL HIGH EARLY STRENGTH AT A MINIMUM 4"AND MAXIMUM 6" Y4"-4,000 PSI CONCRETE COLLAR SURFACED WITH A m a HYDRANT CONNECTION SEWER TRENCH SECTION DEPTH BELOW FINISHED GRADE MINIMUM 1.5" BITUMINOUS TOP COURSE OVER THE COLLAR v' N.T.S. N.T.S. UNLESS OTHERWISE NOTED 12" ALTERNATE TOP SLAB TO MEET OR EXCEED H-20 LOADING a E 9" a CONE SECTION IN 2'4' HEIGHTS. PIPES NOT TO PIERCE CONE a 24" 8 SECTION-USE TOP SLAP BUTYL RUBBER SECTION JOINTS a PER ASTM C-990 AND AASHTO M-198 —— — — — o C 0 RISER SECTIONS IN 2 0) 1'-4' HEIGHTS C U Z E — — — —— — — — O a d � STEPS 12" O.C. AND COAT ALL EXTERIOR cu AS SPECIFIED U U) CONCRETE SURFACES WITH 2 U) n. 48" 5" COATS OF FACTORY APPLIED p SLOPE BRICK SHELF BITUMINOUS WATERPROOFING LO 1/4"/FT. WITH w HEADERS LAID FLAT o BASE SECTION IN FLEXIBLE SLEEVE WITH Y Of CROSS COUNTRY ROADWAY 3'-5' HEIGHTS — ———`— -- — -A_.oSTAINLESS STEEL CLAMP 12" MINT. OVER a° FINISHED GRADE SURFACE TREATMENT HIGHEST SEWER TURF SOIL AS REQUIRED SUBBASE AS REQUIRED a t i � N EXISTING GROUND ° Y B SURFACE TT M ._ SHEETING, IF REQUIRED, TO BE CUT - - - UNDISTURBED EARTH E N N (n CD BRICK CHIPS AND MORTAR _ APPROVED ON-SITE BORROW OFF AT LEAST 2' BELOW STREET AND OR CEMENT CONCRETE INVERTED ARCH WITH F-- E o (� TO BE COMPACTED IN 2' LIFTS A MINIMUM OF 1 ABOVE TOP OF PIPE. Q SHEETING DRIVEN BELOW CLASS "A" BRICKS LAID ON EDGE cu 2 CD MID-DIAMETER OF THE PIPE SHALL USING FULL MORTAR JOINTS (D CU WATER BE LEFT IN PLACE. 12" COMPACTED GRAVEL BORROW E MassDOT- M1.03.0 TYPE B — o ALL SIDES L UCU Cu w V 6"MIN. NOTES: APPROVED ON-SITE BORROW =' t TO BE COMPACTED IN V LIFTS. 1. MANHOLES SHALL BE 48" INSIDE DIAMETER (I.D.) UNLESS OTHERWISE INDICATED ON PLANS.. Cn Cu r f/1 F'- 2. EXCAVATION TO ALLOW FOR FREE TRAVEL OF COMPACTION EQUIPMENT. ), 3. ALL COMPACTION TO A MINIMUM 95 PERCENT DRY DENSITY DETERMINED BY ASTM D1557. SEE .c PLACE SAND AGAINST UNDISTURBED SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. W Cn * V CU SIDES & BOTTOM OF TRENCH TO 4. ALL PRECAST TO MEET OR EXCEED ASTM C-478 AND AASHTO M 199 SPECIFICATIONS. z O� LO 12"ABOVE TOP (MIN) 5. REINFORCED STEEL TO MEET OR EXCEED ASTM A185 AND H-20 (LOADING REQUIREMENTS. �- Q NOTES: COMPACTED SUBGRADE 6. ALL PRECAST CONCRETE TO BE 4,000 PSI MINIMUM AND MEET ASTM C-478 (6.1). 7. IF NO STEPS ARE SPECIFIED THAN AS THE LOCAL MUNICIPALITY REQUIRES OR IF NO (n MUNICIPALITY REQUIREMENTS THEN COPOLYMER POLYPROPYLENE COATED REINFORCED PER 1. 5'-0" MIN COVER (TYP) ASTM C-478 AND OSHA(STD 1-1.9). 2. CONNECTION AND INSTALLATION OF WATER MAIN TO BE 8. CONTRACTOR TO CONFIRM WITH CITY OR TOWN DPW THAT BRICK INVERTS ARE NOT A COORDINATED WITH TOWN OF BARNSTABLE WATER DEPARTMENT. REQUIREMENT. 9. FILL ALL INTERNAL AND EXTERNAL HOLES WITH NON-SHRINK GROUT. Project No.: 143-89057-14003 WATER MAIN TRENCH SECTION N.T.S. PRECAST SEWER MANHOLE Designed By: SPR N.T.S. Q Drawn By: JYC a Checked By: SPR c`v .r a� C-8 rn 'C a 0 U mmmad Bar pleasures 1 inch \� o W—C2, 1 • , 1 W-C 2 4 PROPOSED PADDOCK \\ • ••• • I I . . � �W W_C28 N VO AnoN 1 1 \ 100 FT. CONSERVATION Cn • • 1 � \ .'�.'. . . . . . . COM ISSION JURISDICTI 1 \ \ . . .'.'.'.'.'.'. . . .'1 w- 26 p \ . . . . . . . . . \ TOP 10" PIPE . . 1 o, :o" ELEV=2.66 PROP ` ' ' ' ' r PROPOSED / PADDOCK 1 11 BRIDLE PA TH PROPOSED PADDOCK 1 • _ • ••• • • 1a / / I TOP 10 E � . . r` ELEV=3.02 TOP 10" PIPE •�••• I V g ELEV=3.09 PROPOSED A COMPOST 91NS \ ' •�►•'•' PROPOSED PADDOCK •• I �' — • X R .V •� I • I TOP 10" PIPE ' / PROP SED I I LEV=2.75 `.': / PADDOCK I .11� . .: TOP 10" PIPE /r`� •� .'. . �� ELEV=2.91 •.� CQ I PROPOSED PADDOCK '• /� • • 0 CAI CONCRE COVER l I I ' X.MANH0 3 10 INV(1 =1.9 J / / INV(10" _ PROPO.W LEA0VING TRENCHES 2' WOE BY J5'L 6WO BY 2'DEEP 4 TYP/ 12 I I rr NI\ PROPOSED f PADDOCK I • i 415� ^� 4" PVC FORCE MA%N is SLOPE CONTINUOUSL Y UPWARD r t� I ' PROPOSED yet i ADanON t� //, - � � i �, � I cQ• P c7 i003zli � I ! � /,. a' F� � !'. iYj LJa 7t '1 Si�K � '2 I a' i •�0' I � I s -.� e•' 49 / � � - -F+. � :�1 • � 9 J / 19 1 t I L i �` i ,�—PROPOSED 4i -� -------- �. . �i `� -'�-� I WORK Cs icy �' - cn,� -W--- / �' INN _ - BA I # a o u `_ i� �rc I ° 6 I t' FFa13.a /Ni�FPT AT FOUNDATION TO • g v � S N N BE RESET. MIN/MUM SL OPEC 0 G' `` m 0 HICKE \I COOP / . . . . 9 12 12.hL REFER TO NEXT SHEET FOR EX.MANHOLE 1L DOFUNE `N ' �` / / . . .'. . '. .'. . . .' RIM=4.50 - "�. - 1 / / • , INV(10")=1.36 I i j sz SEPTIC SYSTEM PLAN DETAIL. INV(10" =1.24 \M D, . . . ' . . . . . . . . /r I i LINE' SLEEPS (TYP) ,w •�',. • . .`'.'.'.'.'.�. � —— - - BENCHMARK: CONCRETE 1. �• . . . . ,.c�4'+5 . . PR I; _______ ---- ��_ BOUND = 12.64 PA NUt7W I _ - -`H" -�, ' i /RR/GA77CW 100 FT. CONSERVATION I sMH - i � G%MS" JURISDICnON .90 11,50 - --- �� ROPOSED TRANSFORMER PAD / 9.0 ❑ PRA°O�D 111t� CAI/PART,1/ENT s�nC rANK/PUMP G�UA/BEJP 4500 GAUX TANK P1PGIV-gD ,gFAC TANK 0 I J509 49ALLOV (Agar;] i 8.0 t.5 PR6FOSED a�ASF TR / \ • / 300' x 215' 1 6 =19. 1 �$- .'t' ' // GRANDE PRIX / ',. • . •• 6 NOME hI 01 .,. '// 50 F7• BUS ■ 1 11. , , _ O 40 WA JU • -' `• WATER LI . . • 1 ♦� UTILITY W-106 107 � � • • • ■ r \` PANEL ■ N �, W-12 W-11 W-10 W-9 `� '.'. . . . �\. • ' v� W-14 , W-8 .♦' . . �P . . . . ) ■ W-13 . . p��' PROPOSED -- — --- • NSTA COWIDOR �' ----- - -�V!h---- ■ �� ■ W-19 ` • / WATER BLEEDER LINE `• '• • • •'•' • OUTLET PIPE � � • , � \ COTUIT WATER • DEPARTMENT . . . . . . W-7 \ '" W-105 (CONSTANT FLOW) / ,� • . 1.�'. . . . . ■ DITCH w-6 —104 0 . '.r.'.'.•.' j w-20 BORDERING ''''�•''':'•'' VEGETATED i W-5 ' W-103 9/3/13 REVISE PARKING AREAS AND RETAINING WALLS RLR • • �' • • ' WETLAND `•.•:�• BORDERING W-4 DATE DESCRIPTION raw hecke •.� W-21 WGErATED R E V I S 1 0 N S • ■ WMAND OW 102 SEWAGE DISPOSAL SYSTEM PLAN W-22 � •� 1 W-3 SITE PLAN PROPOSED l - � � PREPARED FOR • PADDOCK RUSHY MARSH REALTY TRUST ' NEW \ ■ / w-23 W-2 IN \\ / -1 COTUIT BARNSTABLE, MA ' W-24 \\ ; SCALE: 1" = 40' 7DATE: JU LY 31, 2013 C sc� holmes and meC�rath, inc. ica.�F� GRAD � . Unless and until such time as the original (red) stamp of the civil engineero and land 8UrVe�l!Or8 Mce13. I SEWER & WA t 40 20 0 40 120 responsible Professional Engineer, or Professional Land Surveyor 205 wortaar tsu to A4 508 548-3564 (Min) -N PROPOSED SEINER LINE SHALL BE SLEEVED IN appears on this plan: TITLE 5 310 CMR 15.211 (A) no person or persons, including any municipal or other Mo. 02M � �$-9672 F ACCORDANCE WITH ( public officials, may rely upon the information contained herein; and AND COTUIT WATER DISTRICT IF LOCATED WITHIN ( W Tw ) (8) this plan remains the property of Holmes & McGrath, Inc. DRAWN: LAC, RLR CHECKED: MBM 10 OF ANY PROPOSED WATER LINE. 1 inch - 40 tt ' R\RUSHY MARSH\212166\212166WS.dwg JOB NO: 212166 DWG. N0.: 75-4-7B SH OF 11 FINISHED GRADE SEWER MANHOLE TO BE INSTALLED WITHIN LANDSCAPE SURFACE VENT LOCATION TO 12-LEACHING TRENCHES AREAS. COVER SHALL BE LOCATED WITHIN 6-INCHES BE DETERMINED IN THE FIELD. 2' DEEP x 2' x 35' LONG OF FINISH GRADE. (SEE DETAIL) PROPOSED MANIFOLD CLEANOUT E ///\//\\j\\//\\ \\//\� 6"MAX. /\\/\\/\ 35.0' 4.0' 35.0' s-yaw COM COMM N PA%= AWAS 30' PERFORATED LATERAL f .�oN BRICK M_ FRAME ORTAR OR GRADE ADJUSTMENTIN FULL, BED OF MORTAR ,r - - - - - - - - - - - - - - - - - - - - - - - - - -. 24' CONE LATERAL CLEAN-OJT r-r SECTION 0 0 (SEE DETAIL) .. auwa 0M 0 0 0 0 12' STEEL REMIFORCED POLYPROPYLENE - - - - - - - - - - - - - - - - - - - - - fuw►s TYP. STEPS STAGGERED 04 MONITORING PORT REFER TO PLAN R SETION ISER VARY MEETING ASTM D478 c497 M MONITORING PORT FOR LOCATION (TYP. OF 2) 1 TO 4' 48" qA- •- - - - - - - - - - - - - - - - - - - - - - -• S» � � o �K�per fat rA7ff&K - - - - - - - .._ - - - - - - - - - - - - - -. euw►naN PRECAST CONCRETE & MORTAR OR 4" PVC MANIFOLD 4" PVC VENT PIPES 6 FT. O.C. MONOLITHIC QONG FORMED INVERT PIPE - 31 LF. (TYPICAL OF 12) SECTIONS V TO 5' - - - - - -� OMAL t fu FLOW PIPE FLOW FORT 4- SDR-35 1 PVC PERFORATED LATERAL sN .10 FT. .to FT. PIPE - 30 LF. (TYPICAL OF 12) 4-MM , 435E L.F. 4" FARCEMA/N seEano man t. - ., PITCH PITON THRUST BLOCK BEND (TYPICAL) CUNANU£S TD PUMP CHAM ER SET ON SOLID BASE < . TYPICAL TRENCH SECTION LAYOUT - SOIL ABSORPTION SYSTEM TYPICAL SECTION SCALE: 1" = 10' TYPICAL SEINER MANHOLE FORMED INVERT DETAIL SCALE. " s 1' UNDISTURBED SOIL 4.5' O.C. PERFORATED LENGTH 30' (REFER TO SAS LAYOUT) SEWER FORCE MAIN 5/16" HOLES AT 10' O.C. 1- AIR RELIEF VALVE COVER FLUSH /-SET W1TH F�SHED GRADESWEEPS OR BENDS �/ EmIn.of 5 O.C. of o 5 O.C.c� 0 c.� NOTE: u� � CLEANNOT OWN �, .-i :.• f \ rmin r,,,,, SET VALVE Box (H-20) \\\\\\ \ IN e LAYER OF ': "?�• Cq CRUSHED STONE 5' O.C. 5/16' ELBOW HOLE *•:`.,' rs; txw PVC LATERAL CLEANOUT Y Y Y ..:.��' LONG SWEEP \ 19 PVC LATERAL o 12".: . DRIu s/ts HaLE o O O \' HORIZONTALLY THROUGH " THE ELBOW AS SHOWN 4 MANIFOLD BELOW 134" PVC LATERAL 5/16" HOLES AT 10' O.C. CONCRETE THRUST BLOCK LATERAL PIPE: CLEANOUT PLAN -- HORIZONTAL BENDS Al E 1/2» _ '' LATERAL PIPE PERFORATION LAYOUT NOT TO SCALE SEWER FORCE MAIN THRUST BLOCK NOT TO SCALE 134" LATERALS - 6' O.C. TYP. DEEP OBSERVATION HOLE LOG NO. 1 134" PVC LATERAL OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL OWNC1aB► DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING WAS► REDUCER BUSHINGS 6001110 AS NEEDED 5/16- PERFORATION-/ �5/16" PERFORATION 0" 12.2t (_ Y_ I AT THE 7:00 POSITION AT HE 5:00 POSITION 0"=3" 12.0 A LOAM 10 YR 3/2 4" LATERAL MANIFOLD 3"-6- 11.7 B LOAMY SAND 10 YR 4/6 NOW LATMANULD TYPICAL ELEVATIONERAL AL PIPE PERFORATION 6--65" 6.8 c, MEDIUM SAND 10 YR s/s NONE SW W^ SE NOT TO SCALE NOT TO SCALE 65"-89" 4.8 C2 FINE SAND 10 YR 5/4 NONE SI E OW FRII H NOTE: 5/16" PERFORATiONS SHALL BE CLEANED OUT WITH WARE BRUSH ONCE DRILLED. 89"-120" 2.2 C3 MEDIUM SAND 10 YR 5/6 NONE SINE W^ LOOSE x6POtANO WATER 08SDRP£D AT 98 hvchrs FINISHED GRADE , CLEAN OUT SET FLUSH TO FINISH GRADE DEEP OBSERVATION HOLE LOG NO. 2 (WATERPROOF & 1NATER-TIGIT //\\/\\j\\�/\\\\\�\� 6" MAX. /\\/\i\\/ SOIL SOIL TEXTURE SOIL COLOR SOIL �s / j` M1fr CEP` ELEV. ORIZON (USDA) (Munsell) MOTTLING \+ CLEANOUT WATIt 00 12 0t SCREW-Ili CAP 4" SOLID PVC RISER 4" PVC RISER 0 _8 § i i.3 A LOAM 10 YR 3/2 s m 4 PVC HEIRD PERFORATIONS T� L ,� ��,� G �-y2 ! � R LOAMY SAND 10 YR 4/6 NONE „ FULLY INTO STONE LAYER 4 PVC BEND : TO STONE/SOIL INTERFACE ` 4 WRAP FILTER FABRIC �` 4- PERFORATED PVC 1 -6T 6.4 C1 MEDIUM SAND 10 YR 6/6 NONE SN6'lEE OW LOOSE 4- PVC MANIFOLD x� .-,.-T�..m.�. a.._ RISER WRAP WITH FILTER 67'_86" 4.8 C2 FINE SAND 10 YR 5/4 NONE SIKLE Ogg , FI 86"-120" 2.0 C3 MEDIUM SAND 10 YR 5/6 NONE , v z o " Gi WAV WATER 616_%WVfD AT tie /NGY�£S � 4" MANIFOLD CLEANOUT NOT TO SCALE TONE 0 DEEP OBSERVATION HOLE LOG NO. 3 CONCR BLOC OTHER SOIL SOIL TEXTURE SOIL COLOR SOIL (slluclul1M INSPECTION PORT DETAIL DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING MONITORING PORT REFER TO PLAN NOT TO SCALE on 12.5t FOR LOCATION (TYP. OF 2) 00-8" 11.8 A LOAM 10 YR 3/2 2- LAYER OF 1/8- TO 1/2- STONE OR FILTER FABRIC 8"-12" 11.5 B LOAMY SAND 10 YR 4/6 NONE 4" PERFORATED PVC VENT PIPE 134" PVC LATERAL 1'i40 PVC LATERAL 12--72- 6.5 C1 MEDIUM SAND 10 YR 6/6 NONE SINIKE awl, LOOSE =_19* PERFORATED PVC PIPE 7 720-94- 4.7 C2 FINE SAND 10 YR 5/4 NONE SINQE awl, FiilllaE TEE 94"-122" 2.3 C3 MEDIUM SAND 10 YR 5/6 NONE IMI W^ LOOSE 6WOt AV IIAMV 08SD?MW AT 122 MK0ES REDUCER BUSHINGS AS NEEDED 4" TEE DEEP OBSERVATION HOLE LOG NO. 4 2.0' TTooHep Maintain Trench Wall N_ 2.0' 3/4- TO 1)�" Stability. Use Hardware Cloth and 3/4" TO 1%* OTHER » SOIL SOIL TEXTURE SOIL COLOR SOIL • WASH D STONE Timber Frame As Necessary or �- YII �• • ONE 4 MANIFOLD DEPTH ELLV, HORIZON (USDA) (Munsell) MOTTLING SIGNIM IMAM Another Method Approved by The calsstell.Y.>< Engineer Prior to Construction. 0" 12.0t MANIFOLD & LATERAL ASSEMBLY o"-8" 11.3 A LOAM 10 YR 3/2 F� 2.0' i'i 4.0' � "�" 2.0' � NOT TO SCALE 80-14" 10.8 B LOAMY SAND 10 YR 4/6 NONE LEACHING TRENCH CROSS SECTION 14"-62" 6.8 c1 MEDIUM SAND 10 YR 6/6 NONE awl, LOOSE SCALE: 1" 1' 62"-W 5.3 C2 FINE SAND 10 IM 5/4 NONE wl,fl>MI a LE 4" PVC VENT PIPE 80"-120" 2.0 C3 MEDIUM SAND 10 YR 5/6 NONE SINQE awl, LODE SCREEN 3' FINISHED GRADE MIN. SOIL TEST (P# 13899) Date of soil test: 2/28/2013 Test taken by. R. LIZARDI-RIVERA ' Results witnessed by. D. DESMARAIS Percolation rate: 2 min./inch PITCH Ground water ADJUSTED 78-In. in TP#1 (Adjusted GWT Elev. 5.7) e PVC VENT PIPE VENT PIPE DETAIL SCALE: 1/2" - 1' NOTICE SEWER MANHOLE TO BE INSTALLED WITHIN LANDSCAPE unless and until such time as the original (red) stamp of the FINISHED GRADE AREAS. COVER SHALL BE LOCATED WITHIN 6-INCHES responsible Professional Engineer, a Professional Land Surveyor appears on this plan: OF FINISH GRADE. (A) no person or persons, including any municipal or other X/ Xpublic officials, may rely upon the information contained herein; and 6-MAX. /\\ \\/\\ \\\\/�` (8) this plan remains the property of Holmes & McGrath, Inc. BRICKS MAY BE USED FOR ADJUSTMENTS.GRADE 24"t1" FRAME 0 BESET IN A 8- = 48"t1" DIA. - g" FULL BED OF MORTAR. DATE DESCRIPTION raw eCke w o� 5" 13 REVISIONS 5" SEPTIC SYSTEM CON STRU MI ON DETAILS v MONOLITHIC BASE NON-SHRINK GROUT( SITE PLAN PROVIDE "V" OPENINGS iW OW-i' fLOW-�► PREPARED FOR 0m NEW RUSHY MARSH REALTY TRUST • STEEL REINFORCED CONCRETE 4000 PSI 28 DAYS PROPOSED 4" PVC SET ON IN SCH. 40 SEP77C PIPE UNDISTURBED BASE L 6" COTUIT B AR NSTABLE, MA TYPICAL SECTION SCALE: 1" = 40' DATE: JULY 31, 2013 . FLAT TOP SHALLOW SEWER MANHOLE holmes and me rath, Inc. = " SCALE: 34" = 1' elvil engineers and land surveyors .. 205 wworoeeter court. suite A4 508 548-3564 (PHONE) fdmadk I1lw. 02540 508 548--9672 DRAWN: LAC, Ri_R CHECKS R\RUSHY MARSH\212166\212166WS.dwg JOB NO: 212166 [DWG. NO.: 75-4-78 SHEET 10 OF 11 URBAN ACCESSORIES 24" SQUARE RIM AND GRATE MODEL: STD ADA, H-20 LOADING CAST SILICON BRONZE EXISTING SURFACE STANDARD FINISH Contact Urban Accessories Tel.: (877-487-0488) sal esOurbanaccessories.com 8" MIN. 41 �.I RETAINING WALL (DESY6W BY OTH£lRS) a ADJUST WITH 4" LOAM & SEED ° 0 22"t1" BRICKS AS OW'R PEAS70W DRIVEWAY a a OPENING �- EDGE STRIP o: NON-SHRINK GROUT ELEV.=12.5t7 a PROVIDE 1" \�\�\�\�\ \ DRILL HOLE \� \� \� o(n o 12" ADS-N12 /\�r\�� GAS TRAP a ,` ` o DRAIN PIPES 4" OF 1/8" TO rj ! ` SIZE' ----- -v QRUSHED STGWESTt�WE) ° W W a. =(n ' FTL JER FABNC U1 » 12" PROVIDE "V" OPENINGS 8" PERFORA TED HDPE' DRAIN 5 MIN. INVERT VAR/ES FROM 10.8 TO 10.0 a BITUMINOUS JOINT 160 LF., 5=0.004 480t1" DIA. SEALANT (TYP.) 3/4 jp TO 1,Y. _92E a a • MONOLITHIC BASE CRUSH D S7 WE ° • •av STEEL REINFORCED BOTT5M EYEV=10.0 CRUSHED STONE •--��''•�'A'SET ON 6* OF CONCRETE 4000 PSI -�-- 1' --♦► SET ON SOLID BASE 28 DAYS FRENCH TRENCH DETAIL TYPICAL SOLID CATCH BASIN SCALE: 1" = 1' SCALE: 1/2" 1' URBAN ACCESSORIES 24" DOUBLE WAVE MODEL MODEL: STD ADA H-20 CAST SILICON BRONZE NATURAL RAW FINISH Contact Urban Accessories PROPOSED - 44'-0' -- Tel.: (877-487-0488) FILTER FABRIC -` sdes0urbanaccessoriescom 4---- i� M ;® 14` PPE C31 N �_W IC3 C2I W 0 3/4" TO 1-1/2" I3 C3 DI 4' 0" 4-cn URBAN ACCESSORIES DOUBLE 0 0 Q go, ; -� WASHED iC3 TRENCH DRAIN GRATE CRUSHED STONE i its MODEL- FLAT RAINBOW 5.1" FOR PROPER INSTALLATION. � 0 O -� O m-cn CAST SILICON BRONZE 3" ' I I ; ;�-� REFER TO MANUFACTURER'S C3 CI.� �; �r i o-� STANDARD Urban Accessories SPECIFICATIONS ID �C2 0 DI Tel.: (877-487-0488) SEE ROAD SdesOurbonaccessories.com a SECTION DETAIL ACO POLYMER :' ROAD BASE CONTRACTOR SHALL SCARIFY BOTTOM SET ON 6" OF CRUSHED STONE PRODUCTS, INC. _ CONCRETE OF EXCAVATION PRIOR TO INSTALLATION GALLEY TRENCH INSTALLATION KLASSIK DRAIN OR OF CRUSHED STONE AND GALLEYS. APPROVED EQUAL tr e BEDDING LAYER 4"-6" MIN i _ i I SOIL PRECAST REINFORCED CONCRETE LEACHING GALLEY . SCALE: 1/2" = 1' ROPOSED 6" DRAIN BOTTOM OUTLET. 4"-6" MIN IC>.J 4"-6" MIN TRENCH DRAIN DETAIL NOT TO SCALE URBAN ACCESSORIES TRENCH DRAIN GRATE MODEL FLAT RAINBOW CAST SILICON BRONZE STANDContacR FINISH t Urban Accessories Acces Tel.: (877-487-0488) sal rbanaccessones.corn � S(9 1 METED SECIP PROPOSED TRENCH DRAIN r r° W 7H SLOPED CHANNEL I GRA TE RIM = 12.50 l W x KS K7 K6....K2 K1 K01 6" HDo�=L.. D��'A6 PYRE I FROM fPL,7V6H DRAIN - -- — 8 49" INVERRT 4.60" INVERT 6.02" INVERTJ 4.84w INVERT " SAWCUT EXISTING i WYE CONNECTION 8 D.I. DRAIN PI,�,E PAVEMENT AND MATCH GRADE 3" BITUMINOUS SURFACECONCRETE COURSE ACO POLYMER PRODUCTS, INC. " KLASSIK DRAIN K100S -2 BINDER COURSE OR APPROVED EQUAL EXISTING PAVED SURFACE REFER TO MANUFACTURER'S SPECIFICATIONS I 6" HDPE DRAIN PIPE FOR PROPER INSTALLATION. _ . _ ° 8' HDPE DRAIN PIPE TO FRENCH TRE7VCH PIPE _ 20 ° " o°ono (FRE7VCH TRENCH- - _ . - _ - - 8 GRAVEL 5o°o°o° SEE DETAIL ABOVE) BASE COURSE : • o TRENCH DRAIN ELEVATION DETAIL - L NOT TO SCALE SAWCUT PAVEM� ENT MATCHING DETAIL SCALE: 1" — 1. GRASS Ground Level 3" LOAM MEDIUM (FAR ROOT GROWTH) F7L TER FABRIC ALONG ALL SUBSURFACE LEACHING SYSTEM INSPECTION COVER SIDE WALLS AND OVER .3 GALLEYS Nl7H 4' OF WASHED RajI SET TO GRADE CRUSHED S70N£. CRUSHED STONE ALL AROUND _ :, - . : : . ; 4. ,.' , .dam. -A' A•' ; COMPACTED BASE MATERIAL. SECOND LATER DENSE GRADE ROAD BASE Ir1ATERlj Ll_',` :-'° t L compacted to 957C modified proctor. t�` `t d` .e �1 - - "-/ PROpQ50 GrOiAR/O FABIR/C_ 4 :r ;d I Existing Soil Base SET AF7FR BA.Sr LA YFR PROPOSED 4' ID. USE MIRAR BXG 11 OR EQUAL SOUO CA7CH BA_VN REINFORCED DRIVEWAY SHOULDER DETAIL 3/4" TO 1-1/2" NOT TO SCALE DOUBLE WASHED I 12" ADS N-12 DRAIN PIPE '-` '- . '-` ' ` 11 LF. O �O.01 CRUSHED STONE - 20' DRAINAGE SYSTEM PLAN VIEW SCALE: 1le = 1' NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (8) this plan remains the property of Holmes do McGrath, Inc. DATE DESCRIPTION raw edc SER�FTFR RRSOSCD OT BADS£LA/YER R E V I S 1 0 N S PAVEME7VT SECTION REINFORCED GRASS SHOULDERS M/RAFT BXG 11 OR EQUAL CONSTRUCTION DETAILS N/TH J" LOAM SURFACE LAYER. 1" TAP COARSE COMPACTED 8" BASE DENSE MATCH £X/STTNG GRADE (REFER TO D£TA/L) 2" BINDER COARSE GRADE S/qFT 4�ALLED /CKNE / 1)NG GRADE 4` LDAM AND SEED SITE PLAN MA TCH EX S 1/4• 1/4" DISTURBED AREAS (TIP.) PREPARED FOR EXISTING SURFKI/ACE EXISTING SURFACE NEW RUSHY MARSH REALTY TRUST IN d wa �.;. I BARNSTABLE I - COTUIT MA 4.0' WIDE 10.0' MADE 4.0' WIDE _� � REINFORCED EDGE BITUMINOUS CONCRETE' DRIVEWAY REINFORCED EDGE (REFER TO NOTES) (REFER TO NOTES) SCALE AS SHOWN DATE. JULY 31, 2013 holmes and mcgrath, Inc. NO TES.- civil en inew s and Ion rve se DRI VFWA Y REINFORCED SHOULDERR IND TH VAR/ES FOR FIRST 40 FEET FROM MAIN STREET. 9 yors DRI VEWA Y RfUNFORCaEO SMOULDER IND T Y VARIES A T CUR MW DRI VEWA Y AREA. 205 wa cester court suite A4 500 548-3564 "*a)TYPICAL MAIN ENTRANCE DRIVEWAY CROSS SECTION I fdmoutk tr>O. 02540 508 548-9672 SCALE: 1/2" = 1' DRAWN: LAC, RLR CHECKED: MBM 1165; R\RUSHY MARSH\212166\212166WS.dwg I JOB NO: 212166 DWG. NO.: 75-4-7B iREET 11 OF 11