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Home My WebLink About0034 OST.-W.BARN. RD - Health 34 Ost W/Barn. RdrsA Osterville. . P A._ 120. 046 i � r r ,. i r .�'. s,. F. :,.. ,, r. n ,. ;, �,u,: - �;'4, �'�, ✓x-:'i;,,. � AM1.�uk' ,�" "cv 4 ",ti "? - ••S'S rib , u ! a i QF ,i .t r "y.IM1. at`• � H F � Y ..� y +J J` , � tik,; a:;:. '�- ��a •` ,r^;. a^,;.1, st.a5;" ,.:y,- '*-. f '' n h ,'.: :2;r* i - t -�`.•ati. ". '`u:"', 'S ��. ��` ,�'; 't+, r: +z 77 `2d _ S , 4 + . 'S. - �, y- ,.i r Y,7 •,�5. ;�' 7 l ,. ,� , f`• _ f Ytr 1 � d::.. 3�, -a '. �.' �, � is •b[,� ;_;.,a , ". �" `�'„ at,•� , � � .,„ - .z�_.: �., `�':" S� �•f z� +g, :`�: .i z:, _J n �n�. `..,r.. :; :a v y A, R F ;tS91 , „VA.j,.w + J , wetr> �l .� o� �►,�;n¢2'e-9 e4 a / c�� d ac?Ms_ Lod— 9 fin-cad . « No. U ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS z-01ppYitation for Misposal 4pstrm Construction Permit Application for a Permit to Construct O Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3 li G!F o!�+th W, 64m.;agr_ Owner's Name,Address,and Tel.No. HYw nr►.'�f}�t,Jn�/ / .)r,1 Devi E2vi!\-, f<,)XAgjal / Assessor's Map/Parcel 2 0 © —-0 0 ( WYY t 0y"Ov Installer's Name,Address,and Tel.No.� t 3 Designer's Name,Address,and Tel.No. �gk�-Et, NYE Type of Building �. 1Z� Dwelling No.of Bedrooms �'' �' r'4�'--ou ot sq.ft. Garbage Grinder( ) Other Type of Building 1*L t tilt) U S C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 O gpd Design flow provided 357O gpd Plan Date 3 t 2-1 I f Y Number of sheets 3 Revision Date 14-13— 2_;�-1 Title 7 Size of Septic Tank I-')pp (o„!, W-r f 'Type of S.A.S. U� Description of Soil J9too" a° C� (ozc — 7a Nature of Repairs or Alterations(Answer when applicable) AW 1510 u-zo ir"s, ib Date last inspected: U41 V WLw t' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore describ d on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code a the syst in operation until a Certificate o Compliance has been issued by this Board of Hea b �l j j Si Date Application Approved by �I r �,� Dated 2 o// Application Disapproved by Date for the following reasons Permit No. a (, ' 0 / � Date Issued a No. — Fee �_— THE CdM_ MO_kWEALTH OF MASSACHUSETTit EEnteredin comp uter: i a te«.- - ' Yes :- PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppliLation for Misposal Ap m Construction 3dermit Application for a Permitto Construct tz) Repair( ) Upgrade( ) Abandon( ) JZI Complete System ❑Individual Components Location Address or Lot No. 3(1 o S,er q t4<. w, 3Ain�i�q/c Owner's Name,Address,and Tel.No. e 1 Assessor's Ijap/Parcel 12 C> a _ C30 1 1,k ,*�r Installer's Name,Address,and Tel.No.� ,tea Designer's Name,Address,and Tel.No. '04xree_ Nyf 70 Avnr'4 ST p FL,- Type of Building: S ✓1rC rd� Dwelling No.of Bedrooms 7' Aot iz �r 3�- # sq.ft. Garbage Grinder( ) Other Type of Building M 41CO U-5 C� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required): 33 Q ; . gpd. I Design flow provided gpd Plan Date 340, 11 , Number of sheets 3 Revision Date Title 34 a Si e f. \k t Size of Septic Tank � P I �,A� �Z CowYaaC%+o�( �i`Type df S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) /JAJ 15,00 N 14- 20 01111- Tb .� _ Date last inspected: Ufl VIVAv .,- Agreement: _. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code`a -not-to- operation until a Certificate of / Compliance has been issued by this Board of Heat Sigpe t " Date Application Approved by ( (2 Date Application Disapproved by U Date for the following reasons i Permit No. { 0 q Date Issued n ----------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,,MASSACHUSETTS �. Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by , 1 at 3 q o)ry v,((t L4. i3�r�r� l hAd3 � R oaAj 6510411as been constructed in accordance with the provisions of Title 5 and the-for Disposal System Construction Permit No. b I ' dated — Installer /_P,� �,ae fC!�✓a t� Lt" Designer IAxrte- ),1y j �* #bedrooms 2 //h. lit V Approved design flow gpd The issuance of this permit hall not a construed as a guarantee that the sy6 em will fun ti n as`, gn d. Date �(� Inspector-- ---------- --------- ------------- ----------- ------------ ------------------ ----- ------�-��-------�-�--------------- ---- --- No. Fee ti THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Vsposal 6pStrm Construction Vermit `1 Permission is hereby granted to Construct(�) Repair( ) Upgrade( ) Abandon( ) System located at e( o 5 L4%�.� �l e- w �>t �� r� 05 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date / Approved by �L I y Town of Barnstable Regulatory Services Thomas F.Geiler,Director Public Health.Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: kht' VWI Sewage Permit#Zctt-011 Assessor's Map/Parcel Z o (j-aot Installer&Designer Certification Form Designer: 6qg, as Installer: ��}� tar�Klltf 1ti n Address., Address: �A(So i T 1�Tt�N is+w, ol,boi (ti'1�OH S �111i-1-STVhR`02b�/� On Cow�tle-A,10 f was issued a permit to install a (date) (installer) septic system at3`{t7Rnemt Le-SftM21larStti M based on a design drawn by (address) qi 1 1 4V 16 GVNI'nrt«1w K9 dated C (deli er) 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. Stripout (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 ' S. Plan revision or certified as-built by signer to follow. Stripout(if req ' t0&9 1 ed and the soils were fo d satisf,c ry. 5TEPHEN GJ, } D. MATSON U, QVIL S � tore) .o No.4634 �0�FssG1 S r 6RNG�� 10NAL signer's Signature) (Affix Designer's Stamp 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:1affice formWaignercertificndan form.doc z d b LoGot sSOST:o1 :WO8-� Wt7:Z0 Z T0z-bz-Nnr P# Town of Barnstable �. of 1Ne rok do Department of Regulatory Services BARIN BLE, 3 Public Health Division Date y MASS. 200 Main Street,Hyannis MA 02601 PrF�MPS A Date Scheduled l Time - Fee Pd. /00 ' Soil Suitability Assessment for Sewage isposal Performed By: S+-VL UYI 15 c-n Witnessed By: LOCATION& GENERAL INFORMATION Location Address 3aJ (SSf[rvJ�c - lJ�s! aer�rs/mLLo n'I( Owner's Name 7amc9'E. Yllurrty Tr 09+"-Cgtlle 3�f osk�v�l(e-tJcsf 3erns1o5�e Address p s 1zr v,I la o Z( SS Assessor's Map/Parcel: Mon 120 ►6r-. 1 OH 6-Ob/ Engineer's Name S Fei luau A Ld,I soH ii'o'}cr IJye NEW CONSTRUCTION REPAIR Telephone# SOT-7')l''7S'a cl,t- 13 Land Use e s l au n h a i slopes(%) 0-- 3 Surface Stones n o h6 Distances from: ,Open Water Body ft Possible Wet Area ft .Drinking Water Well ft Drainage Way ft Property Line ft Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _- I a4& 14% VZ `�� ♦ - .. tea Id"�; Kty ��t ♦ Parent material(geologic) G6,0 ,( 0W+W0&k Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping front side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level _ Adj,factor__ Adi.Groundwater Level PERCOLATION TEST . Uate 2 Will Time Observation. Hole# Tinie at 9' Depth of Perc '77` Time at 6„ Start Pre-soul:Tinie a Tinie(9"-6") End Pre-soak Rate Min./Inch 7 5 vnlh, I/hcM Site Suitability Assessment: Site Passed !/ Site Failed: Additional Testing Needed(YIN) 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 HEALTH/WP/PERCFORM 2n10- OSef:C71 DEEP OBSERVATION HOLE LOG Hole# Depth from F Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Gravel) a°.&I L..o a VV\ 10 Y R /o Y"'z ZC-(�L44 Gr nl�al..y.n 'Sono( tt7`f /yr./y r✓� McdurN '50"4 t® `tt� /'/ �' Ma .(del lto^ rt '77 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel D—I(o" q1y '' G Mtdium St;4.j to YR 7/& — �o ��12el CbS, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consist c ° Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i i ten c °°Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes 1/ Within 500 year boundary No Yes Within 100 year flood boundary No Woe Yes Denth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption,system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on A,),,/ I ft.5' (date)1 have passed the.soil evaluator examination approved by the Department of Environrnen--ial Protection and that the above analysis was performed by ine consistent with the required traimn ,expertise and experience described in 310 CMR 15.017. Signature -s Date Z , Q:H EALTI-U W PMERCFORM h TOWN OF BARNSTAB E LOCATION S7 ( e—sr AAA 4 A4d SEWAGE # VILLAGE 6STcr ASSESSOR'S MAP & LOT 2 INSTALLER'S NAME&PHONE/NO. SEPTIC TANK CAPACITY ! sob LEACHING FACILITY: (type) �� 06V .lt (size) (Z4 NO. OF BEDROOMS 3 BUILDER OR OWNER Pe Cr' �0✓� PERMITDATE: 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 :ZA djh^t (3A4,k A- _ IS i y O A Q 3 o a3 a 9 3 I q y7 _ y 39 G9 TOWN OF BARNSTABLE LOCgT ON 3 EWAGE D/l � 0 VILLAGE ASSESSOR'S MAP&PARCEL � 0 INSTALLER'S NAME&PHONE NO. �" SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3 itl i k-"A f r ddbo 6b (size) f{ 7C �'1 W NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: J� 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 leac ' f ility). feet FURNISHED B � ® 3 � Y2 zA- 63_ 'A A.. SA •�®�� s • �3-® I TOWN OF BARNSTABLE Lgf�:ATION �°C I t W] )5� b8 —Q§EWAGE # V LAG' E '�� I I'C�. ASSESSOR'S MAP& LOT k2b INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ASCU 0 LEACHING FACII.TTY: (type) _PE (size) Galf4Y�-l� NO.OF BEDROOMS p BUILDER OR OWNER -MkMKIDATE: ddu CIPLIANCE. DATE: Separation Distance Between the: 1 Maximum Adjusted Groundwater Table and Z Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 'A Feet Edge of Wetland and Leaching Facility(If any wetlands exist U�.. Feet within 300 feet of ching facili ) . _ _ ,___. . Furnished by j i ' 3 75 M- W (63-47 `I 31 aq 1 1 TOWN OF BARNSTABLE LOCATION SEWAGE # S� 7 O V IA—GE �z� ��ASSESSOR'S MAP &LOT 2�40 INSTALLER'S NAME&PHONE NO. `Aa SEPTIC TANK CAPACITY LEACHING FACILITY: (type) / 61-r (size) d o � NO.OF BEDROOMS BUILDER OR OWNER !/�1 PERMITDATE: `�f�G`-- ��COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 r tz 13,f RY ` COMMONWEALTH OF MASSACHUSETTS �y EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION r TITLE S OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 34 Osterville-W. Barnstable Rd. Osterville, MA 02655 Owner's Name: James& Gretchen Murphy Owner's Address: Date of Inspection: September 18, 2007 r —� Ako Z _ Name of Inspector: (Please Print) James M. Ford kNx l P Company Name: James M. Ford Mailing Address: ' P.O.Box 49 1 Z 0 Oq 6 ©CD\ Osterville,MA 02655-0049. Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT. I certify that I have.personally inspected the sewage disposal system at this address and that the information reported below is true, accurate.and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems I am aDEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: V _3 ✓ Passes Conditionally Passes =, N ed Further Evaluation by the Local Approving Authority F ils Inspector's Signature: Dater September 25 200.7 ° The system inspector shall-sub,5 a copy of tl inspection report to the Approving Authority(Bo rd of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or.has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DER The original should be sent to`the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments '. ""This report only describes'conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions.of use. Title 5 Inspection Form 6/I5/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued), Property Address: 34 Osterville-W. Barnstable Rd. Osterville. MA Owner: Jaynes& Gretchen Murphy Date of Inspection: Sotember 18, 2007 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any infornation which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over.20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board.of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ' broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 . OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 34 Osterville-W. Barnstable Rd. Osterville, MA Owner: James& Gretchen Murphy Date of Inspection: September 18, 2007 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to detennine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CNIR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 34 Osterville-W. Barnstable Rd. Osterville, MA Owner: James& Gretchen Murphy Date of Inspection: September 18. 2007 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ ✓ Liquid depth in cesspool is less than 6 below invert or available volume is less than''%day flow _ ✓ Required pumping more than 4'titmes in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ✓ Any portion of the.SAS, cesspool or privy is below high ground water elevation. _ ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified,laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the,system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No .the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in.a nitrogen sensitive area(Interim Wellhead Protection Area"-IWPA)'or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 I Page 5 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 34 Osterville-W. Barnstable Rd. Os_terville, MA Owner: James& Gretchen Murphy Date of Inspection: September 18, 2007 Check if the following have been done: You must indicate"yes"or"no"as to each of the following:. Yes No ✓ Pumping infonnation was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped.out in the previous two weeks ? ✓ _ Has the system received normal flows in the previous two week period ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ _ Were as built plans of the system obtained and examined?(if they were not available note.as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓. _ Were all system components, excluding the SAS,located on site? ✓. — Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with'infonr►ation.on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓. _ Existing information.*For example, a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 i Page 6 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: .39 Osterville-W. Barnstable Rd. Osterville, MA Owner: James&Gretchen Murphy Date of Inspection: September 18, 2007, FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms)- 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No. [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if.available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type.of establishment: Design flow(based on 316 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.).` Grease trap.present(yes or no): . Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use:' OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes.or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no).(if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components;date installed(if known)and source of information: Installed in 1995-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 r Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville-W. Barnstable Rd Osterville, MA Owner: Jmnes&Gretchen Murphy Date of Inspection: Septensber 18, 2007 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron- _40 PVC _other(explain): Distance from private water supply well or suction line- , Comments(on condition of joints,venting, evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: Approx. 3' Material of construction: ✓ concrete metal _fiberglass _polyethylene _other(explain). If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions:. 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 5" Distance from top of scum to top of outlet tee or baffle: 9" Distance from bottom of scum to bottom of outlet tee or baffle:` 10" How were dimensions determined: Measuring stick ' Comments (on pumping recommendations; inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): No inlet tee was present. The liquid level"was even with the outlet invert There did not appear to be any signs of le Recommend installine risers. GREASE TRAP: None (locate on site plan) Depth below grade`. Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle:. Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid.levels as related to outlet invert,evidence of leakage,etc.): 7 r Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Osterville-W. Barnstable Rd. Osterville, MA Owner: James&Gretchen Murphy_ Date of Inspections September 18: 2007 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete . metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level:' - - Alarm in working order(yes or no): Date of last pumping: - Comments(condition of alarn and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level.above outlet invert: Even Conunents (note if box is level and distribution to outlets equal,any evidence of solids carryover;any evidence of leakage into or out of box, etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarns in working order(yes or no) Comments (note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of I I OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Osterville-W. Barnstable Rd. Osterville. W. Owner: James& Gretchen Murphy Date of Inspection: September 18, 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: . Type . ✓ leaching pits,number: I -4'x T lowpro le i� leaching chambers,number; leaching galleries,number: leaching trenches,number, length: leaching fields,number, dimensions: overflow"cesspool,number: Innovative/alternative system Type/name of.technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil, condition of vegetation, etc.): The leach nit had P ofliauid on the bottom. The scum line was at the same level There did not appear to be any signs of failure. The bottom to grade was approximately 7'6" The'cover was 3'below grade Recommend installing risers CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Continents (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Osterville-W. Barnstable Pd Osterville:MA . Owner: Janes& Gretchen MuMhv Date of Inspection: September 18, 2007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet.,Locate where public water supply enters the building. (3A( 1� - i 3o a3 • y 35 G9 10 f Page 11 of I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address.,. 34 Osterville-K Barnstable Rd . Osterville. MA Owner: James& Gretchen Murphy Date of Inspection: September 18, 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: topographic and water contours maps Check ed with local excavators, installers-.(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom ofthe leach nit to grade was approx TV Using USGS topo&:aphic and Cape Cod Commission water contours maps the maps were showing aporox. 25'+/-to Fi^bund water at this site This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of.the date of inspection. This report is not a warranty or guarantee that the system will function properly in the.future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not . been located and inspected. • 11 r , Town of Barnstable Op THE 1p� Regulatory Services STABLE Thomas F. Geiler,Director 0.19. •�� Public Health .Division rEDMAys Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Officer 508-8624644 Fax: 508-790-6304. This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. BAXTER NYE ENGINEERING & SURVEYING tv Registered Professional Engineers and Land SurveyorsI 78 North Street,3rd Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 February 13,2008 i Dr.Wayne Miller,M.D.,Board of Health Chairman Mr.Thomas A.McKean,RS,CHO,Director Health Dept. Barnstable Health Division 200 Main Street, Hyannis,MA 02601 — ---� RE: Nitrogen Aggregati Plan for 34 Osterville—W.Barnstable Rd.,Osterville,MA. Lightship Dental BN Job#2007-051 Dear Dr.Miller,Board Members,and Mr.McKean: On behalf of our client,Dr.Lake and Lightship Dental,please accept this request to withdraw without prejudice the matter on Nitrogen Aggregation Plan approval for 34 Osterville-W.Barnstable Rd.,Osterville,scheduled to appear before the Board on February 19,2008. Please contact me if you have any questions. Thank you for your time in this matter. Very truly yours, Baxter Nye Engineering&Surveying Matthe E dy,P.E. Managing Partner Cc: Dr.John Lake,Lightship Dental Ms.Eliza Cox,NMF File 0:\2007\2007-05 MADMIN1LETfERS\2007-051 L2 BOH withdraw.doc rs1 '•Wj ! t"r'7 _•; Ln C3 M CF Land Surveys • Site Design • Subdivisions • Septic Design • Wetland Filings 9 Planning i BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,P Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax: (508)771-7622 December 21,2007 M/� la-0 —0�4 4-o a 1 Dr.Wayne Miller,M.D.,Board of Health Chairman Mr.Thomas A.McKean,RS,CHO,Director Health Dept. Barnstable Health Division 200 Main Street, Hyannis,MA 02601 RE: Nitrogen Aggregation Plan for 34 Osterville—W.Barnstable Rd.,Osterville,MA Lightship Dental BN Job#2007-051 Dear Dr.Miller,Board Members,and Mr.McKean: Please accept this request for approval of a Nitrogen Aggregation Plan,pursuant to 310 CMR 15.216 Aggregate Determinations of Flows and Nitrogen Loadings,for a proposed Dentist Office to be located at 34 Osterville—W. Barnstable Rd.,Osterville,MA. We are requesting to appear before the Board at their next meeting on January 8,2008 to review this request. The proposed location of 34 Osterville—W.Barnstable Rd.,Osterville,is located in a Nitrogen Sensitive Area(Zone 2) and is thereby limited to a septic loading rate of 440 gpd/dep ac by Title 5. It is further restricted by the Town of Barnstable bylaw to 330 gpd/ac. The proposed septic loading for the proposed dentist office use would exceed the allowable loading rates. Therefore,it is necessary to obtain additional land to meet the allowable septic loading rates for the proposed use. Under a Nitrogen Aggregation Plan,the proposed site development obtains"credit land"that is set-aside under a nitrogen loading restriction to compensate for septic system density greater than 440 gpd per acre(or 330 gpd/ac for Barnstable). Attached hereto please find the following information in support of this request: R 1. Nitrogen Aggregation Report consisting of. Introduction 2€ � - Evaluation - Supporting Septic Loading Calculations 4 - Zone 2/Groundwater Protection Mapping and Aerial overlays 2. Nitrogen Aggregation Plan—NA-1 C) c n We look forward to reviewing this request with you. Thank you for your time and I'd like to wish you all f Happy ' Holiday Season! Very truly yours, Baxter Nye Engineering&Surveying AMa fddy,P.E. Managing Partner Cc: Dr.John Lake,Lightship Dental Ms.Eliza Cox,NMF File 0:\2007\2007-05RADMINU.ETTERS\2007-051 Ll BOH Nit Agg request.doc Land Surveys • Site Design e Subdivisions • Septic Design • Wetland Filings 9 Planning BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street-3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax:(508)771-7622 NITROGEN AGGREGATION PLAN t FOR FACILITY LAND: 34 OSTERVILLE-W. BARNSTABLE RD. (ASSESSOR MAP 120 PARCEL 46-001) 8 CREDIT LAND: 1322 MAIN ST. (ASSESSORS MAP 119 PARCEL 079 -CONTAINING ADDRESSES 1304 TO 1340 MAIN ST.) OSTERVILLE, MA PREPARED FOR: DR. JOHN LAKE,JR. LIGHTSHIP DENTAL 3854 Falmouth Rd. Marstons Mills, MA 02648 508-428-4929 DECEMBER 20,2007 BN Job#2007-051 0:�2007\2007-0511ADMIN\REPORTS\2007-051 R1 Nit Agg.doc 4 \ . INTRODUCTION The purpose of this application is to obtain Nitrogen Aggregation approval pursuant to 310 CMR 15.216 Aggregate Determinations of Flows and Nitrogen Loadings Under this Regulation, proposed site development is allowed to use "credit land" to develop a site.when the proposed development would exceed allowable nitrogen loadings when considering the developed site area (facility land) only ("credit land is land that is set-aside under a nitrogen loading restriction to compensate for septic system density greater than 440 gpd per acre where required...", as defined by the Mass Department of Environmental Protection—MDEP). A dentist office is being proposed at 34 Osterville—W.Barnstable Rd., Osterville (hereafter referred to as the facility land). The facility land is located in a. Nitrogen Sensitive Area (Zone 2) and is thereby limited to a septic loading rate of 440 gpd/ dep ac by Title 5. It is further restricted by the Town of Barnstable bylaw to 330 gpd/ac. The proposed septic loading for the proposed dentist office use would exceed the allowable loading rates. Therefore, it is necessary to obtain additional land to meet the allowable septic loading rates for the proposed use. This additional land is being obtained by way of credit land under the above noted Regulation. The information herein identifies the credit land beingproposed, located at 1322 Main p p a St. Osterville and v 'verifies it meets the requirements necessary for credit land. Nitrogen Aggregation Plan 34 Osterville—W.Barnstable, Rd. December 20, 2007 Osterville, MA BAXTER NYE ENGINEERING &SURVEYING 78 North Street, 3`d Floor, Hyannis, MA 02601 Tel: (508) 771-7502 Fax: (508)771-7622 EVALUATION Facility Land A two dentist office is being proposed on the facility land: This results in a required Title 5 design flow of 400 gpd (based on 200 gpd/dentist). The lot area of the facility land is 26,369 sf. This would result in a septic loading of 606.7 gpd/dep-ac. The facility land, being located in a Nitrogen Sensitive Area (Zone 2), is thereby limited to a septic loading rate of 440 gpd/dep-ac by Title 5. It is further restricted by the Town of Barnstable bylaw to 330 gpd/ac. It is being proposed to obtain.the credit land necessary to allow the proposed use of two dentists. To minimize the amount of credit land required, an Innovative Alternative (IA) system is being proposed for the facility land. The use of an IA system will allow a septic loading rate of 550 gpd/dep-ac for commercial uses. The septic loading rate results in a credit land area of 2,722 sf being required (see Figure 1 herein). Non-facility Credit Land The.credit land being proposed is located at 1322 Main St., Osterville (Assessors Map 119 Parcel 079), owned separately by EBEN, LLC. This parcel contains five commercial uses (addresses affiliated to this parcel based on Barnstable Building Dept. and Assessor's records.are address #'s 1304, 1306, 1322, 1336, & 1340 Main St.). Available Town record information is minimal. We have used the Town records where available, augmented with information obtained from the owner of the credit land. The uses and total septic design flows for all the uses on this parcel is 1,412.7 gpd (see Figure 2 herein). A summary of the existing uses on this land areas follows (see Appendix B for available town records): 1. Restaurant: -22 seats maximum capacity(per Building Dept. records) 2. Fitness Center: - 80 person capacity, no showers (per Barnstable Certificate of Inspection) - 1,836 sf office space 3. Retail—Antique Shop: -2,100 sf (listed as 2,040 sf by Assessors) 4. Greenhouse: - no wastewater flow 5. Garage/Storage -no wastewater flow The parcel area is identified by the Assessors information and deed as 5.7 acres. This land area, subject to the Town of Barnstable 330 gpd/ac loading restriction, can support 1,881 gpd. Therefore, there is a remaining flow capacity of 468.3 gpd. This equates to an available-credit land area of 61,815 sf(see Figure 2.) The proposed credit land further meets the requirements of non-facility credit land as defined in the MDEP Guidelines For Title 5 Aggregation Of Flows And Nitrogen Loading, 310 CMR 15.216 The following information is excerpted from these guidelines. Nitrogen Aggregation Plan 34 Osterville—W. Bamstable,Rd. December 20, 2007 Osterville, MA BAXTER NYE ENGINEERING &SURVEYING 78 North Street, 3`d Floor, Hyannis, MA 02601 Tel: (508) 771-7502 Fax: (508)771-7622 The additional credit land criteria are (see Figures 3—5) • located in the same Nitrogen Sensitive Area as the facility, • must be restricted to prohibit man-made sources of nitrogen, including, but not limited to, sewage discharge, nitrogen-based fertilizer or the raising and grazing livestock; • must be restricted to prohibit artificially rendered imperviousness (i.e., paved streets, paved parking lots, buildings, structures, etc.); • not within a Velocity Zone or Regulatory Floodway identified by FEMA,and • not under surface water(land covered with water, including, but not limited to, rivers, ponds, oceans, streams and lakes); • not already being used as nitrogen credit land. A nitrogen loading restriction on both the nonfacility credit land and the facility land is required. These restrictions must run in perpetuity. The facility land must be restricted to a sewage design flow, while the designated area of the nonfacility credit land is required to be restricted from all man-made nitrogen sources as described above (see Appendix C for Restriction and Easement templates as required by MDEP). Nitrogen Aggregation Plan The Nitrogen Aggregation plan proposes a 3,000 sf restrictive easement to be placed over the credit land. This area is graphically depicted on Attachment 1. Nitrogen Aggregation Plan 34 Osterville—W. Barnstable, Rd. December 20, 2007 Osterville, MA BAXTER NYE ENGINEERING &SURVEYING 78 North Street, 3rd Floor, Hyannis, MA 02601 Tel: (508) 771-7502 Fax: (508)771-7622 LIST OF FIGURES Figure 1 — Facility Land Loading Calculations Figure 2 - Non-Facility Credit Land Loading Calculations Figure 3 — Map of Zone 2 and Groundwater Protection District for Facility and Credit Land Figure 4 — Blow up Overlay Map of Zone 2/GWP with Aerial Photo of Facility and Credit Land Nitrogen Aggregation Plan 34 Osterville—W Barnstable,Rd. December 20, 2007 Osterville, MA BAXTER NYE ENGINEERING & SURVEYING 78 North Street, 3`d Floor, Hyannis, MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 Baxter Nye Engineering Registered Professional Engineers and Land Surveyors Client: Dr. Lake by: MWE Project Location: 34 Osterville W.Barnstable Rd. Dater 12/18/2007 BN Project# 2007-051 FIGURE 1 FACILITY LAND LOADING CALCULATIONS: Wastewater Desiqn Flow Calculations: 34 O-WB Rd., Osterville FUse Use Intensity Desi n Flow Unit Total Dentist 2 dentists . 200 gpd 400.0 gpd Total Facility Flow 400.0 gpd Y ( 0.0004 mgpd) ( 0.000619 cfs) Allowable Septic Loading on Lot with Standard System: 26,369 sf x 440 gpd / 40,000 sf/dep ac = 290.06.gpd Allowable Septic Loading on Lot:with.IA System: 26,369 sf x 550 gpd ! 40,000 sf/dep ac = 362.57 gpd :Therefore,'tlie facility land is'insufficient to provide the necessary septic loading when using an IA system by : 37.43 gpd Credit Land Area needed when using an IA system: 40,000 sf x 37.43 gpd ! 550 gpd 2,721.91 sf 2007-051 Sewer Flow Calculations.xls Baxter Nye Engineering Registered Professional Engineers and Land Surveyors Client: Dr. Lake by: MWE Project Location: 34 Osterville W.Barnstable Rd. Date: 12/20/2007 BN Project# 2007-051 FIGURE 2 NON-FACILITY CREDIT LAND LOADING CALCULATIONS:. Wastewater Design Flow Calculations: 1322 Main St. , Osterville, MA Use Use Intensity. Design Flow Unit Total Restaurant 22 seats 35 gpd 770.0 gpd Retail Space 2100 sf. 0:05 gpd 105.0 gpd , Fitness Center 80 members 5 gpd 400.0 gpd Office Space 1836 sf 0.075 gpd 137.7 gpd Greenhouse no wastewater 0 gpd 0.0 gpd Garage/Storage no wastewater 0 gpd 0.0 gpd Total Facility Flow 1,412.7 gpd ( 0.0014 mgpd) ( 0.002186 cfs) -Allowable flow: 5.7 ac x 330 gpd/ac 1,881.0 gpd Flow Remaining: 468.3 gpd Credit-Land Area Available: 1.4191 ac 61,815.6 sf 2007-051 Sewer Flow Calculations.As Town of Barnstable Geographic Information System December 3, 2007 40 {,, P O ,Q i �O O �. 8`Mpst O Facility Land AFC RC Credit Land WP 4� Q' i TM I�y'1 c s w 3y O U�V powo ST'Pa N� plN, DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:120 Parcel:046001 N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1' Owner:MURPHY,JAMES E JR Total Assessed Value:$455400=100'may not meet established map accuracy standards. The parcel lines on This map �� E are only graphic representations of Assessor's tan parcels. They are not true property Co-Owner: Acreage 0.61 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:34 OST.-W.BARN.RD such as building locations. Buffer 5 FIGURE 3 Town of Barnstable Geographic Information System December 3, 2007 120046001 Facility Land 097026 Z120147 120001001 #34 #41 #15 #1430 120148 120046002 #29 #44 120149 097027 #33 #47 096004001 120045002 #0 #10 119070 1 #1381 20145119004 #50 #1390 119080 #14 u 119005 #1374 0%004005 SA iw 119081 #0 7 RC RF_ 119060 #0 D96004004 70 119058 019 1 119003 ,, Credit Land #49 119039 e #1240 � a 119002 119006 119013 3700394 Feet #1317 #12847 #0 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:120 Parcel:046001 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel IN1'=100'may not meet established map accuracy standards. The parcel tines on this map Owner:MURPHY,DAMES E JR Total Assessed Value:$455400 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.61 acres Abutters W E boundaries and do not represent accurate relationships to physical features on the map Location:34 OST.-W.BARN.RD such as building locations. Buffer S FIGURE 4 RECEIVED COMMONWEALTH OF MASSACHUSETTS NIV 2 12002 EXECUTIVE OFFICE OF ENVIRONMENTAL FFAI S DEPARTMENT OF ENVIRONMENTAL PRO ECTIO1?H1DEPTAeLE C:5_ ` z(p TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 34 Osterville- West Barnstable Road Osterville, MA 02655 Owner's Name: Peter Long Owner's Address: Date of Inspection: November 11, 2002 Name of Inspector:(Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Map:120 Osterville,MA 02655-0049 Parcel:046. Telephone Number: (508) 862-9400, Lot: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection: The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP, approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Nee Further Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: November 13, 2002 The system inspector shall subm a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the. DEP. The original should be sent.to the system owner and copies sent to the buyer,if applicable,and the approving . authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, M4 Owner: Peter Long Date of Inspection: November 11, 2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any In which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 I , Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] . No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of f Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 - gpd You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11 2002 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ _ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection 7 ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS;located'on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper. maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)J. 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No . Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): pd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): - Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: never pumped:per owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: owner was going to pump system after inspection TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1995-as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002 BUII.DING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: Approx. 3' Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1 S00 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: S" . Distance from top of scum to top of outlet tee or baffle: 9" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): No inlet tee was present. The liquid level was even with the outlet invert. There were no signs of leakage. Recommend risers be installed on the covers. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 I Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002. TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction;. _concrete _metal fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-Box was level and there were no solids present PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville,MA Owner: Peter Long- Date of Inspection: November 11, 2002 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: I-4'x T low profile pit leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): The pit was dry, The scum line was app. I'up from the bottom. There were no signs of failure. The bottom to Qrade was approximately 7'6"The cover was Y below. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: - Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 I Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, AM Owner: Peter Long Date of Inspection: November 11, 2002 Map: Parcel: Lot: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. �3ta�k I • A, ; -13 3 I' y - a 3 o a3 as 9 3 I9 y7 10 ' Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 34 Osterville West Barnstable Road Osterville, MA Owner: Peter Long Date of Inspection: November 11, 2002' SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25' +/- feet Please indicate (check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the leach pit to grade was approximately TV Using the USGS topographic map and the Cape Cod Commission water contours map, the maps were showing approximately 25'+/-to groundwater at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed,written or implied, relating to the system, the inspection and/or this report. 11 rti CO` MONNVEALTH.OF MASSACHUSETTS 3 E?'-ECL TIVE OFFICE OF E?�ti'IRO�'�4E�T AL AFF Ay;RS � DEPART.NIENT OF F-'.NXIROS;IEN'TAL PRO ,ECT14 l: BOSTO . •tA 0.15 61l-_5 -' {( BE WINTER TREEo O Y. •��. 1'CGS '*lLL1A%:f.WELD A`'ID B STRL*_ ARO PALL CELLL'CCI Ceinrrissiorr_ .: , ►'.• •- - Gc Lt_GovFORM .....Oi SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ..... PART A CERTIFICATION " Prape►ty Address;' - `' ` °"�� 4 t ��k �ddress of Owner. �� `��•, - :(if difierentl : P Date of Inspection: Z. Name of Inspector. I-l: J...o am a DEP ap roved system inspector pursuant to Section 13.340 of Title S C310 CMR 13_0001 Company Name:&/ o H4—r' it Yi /'Q N 0" Mailing Address: 2 Q Aanx * e.3',)P 4-1 . H 11SNG H r7-0 e-E'4-47 . Telephone Number rS Lj-9- 4& CE1tTIFICATIOti STATEMENT I cenif that I have pe-sonally inspected the sewage C:spcsal s�•stern a: this address and tha: the iniormation reported be'o-, is true, accurate and cornaive as of the time of inspect ion. The inspeG:o•t was pe�crmer base_' on my training and experience in the proper iuncicn and maintenance of on-s,te sewage disposa; systems. The m3 em: - Pastes _ Concu.o^aii\ Fasses Neec: Furthe- Ev t at, r- Ey the local Approving Authonn Inspector's Signature: Date: T:ie 5\•s:en- Ir,sp°,o- shai' submi: a copv of this insper,cn reper, to the Approving Autherin• within thin- (301 days of completing this inspection. It the sv term is a share--4 s\•ste-n a- hat a des-gn now of 10.000 gx or greater, the inspe_or and the syste•r, owner s11-a11 submit the repo-; tc the appropriate re_,oral orrice of the De;arment of Envirenmerita' Frotec;ior.. The erigma! should be sent to the syste. ewne- and copes s--i:to the buyer, ii applicable. and the approving authority INSPECTION SUMMARY: Check A,- .E, C, or D Al SYSTEM PASSES: . _ i I Move not found any information which indicates that the system vitiates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below.- COMMENTS:, BJ SYSTEM CONDITIONALLY PASSES; One or more system components as described in the 'Conditional Pass- section need to be replaced or repaired. The system, ueC completion of the replacement or repair, as approved by the Board of Health, will pass. , Indicate yes• no, or not determined (Y, N. or NDi. Describe basis of determination in all instances. ff'not determined', explain why not. _ The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (201 years prior to the date of the inspection: i the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or ezfiltration, or tar, failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic=k as approved by the Board of Health, SUBSURFACE SE1A'AGE DISPOSAL SYSTEM INSPECTION FORM _ —. PART A . . CERTIFICATION (continued) - - Property Addr'>;ss: Owner: - Date of Inspection: Bj SYSTEM CONDITIONALLY PASSES tcontinuY' _. -- - Sewage backup or'breakout or high static water level observed in the distr�ution box is due to broken or obstructed pipets) or due to a broken. settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Healthl. Describe observations: broken pipefsl are iepfaced obstruction'is removed :nA distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe!s1.:The system will pa<s inspection.ii tw•ith approval of the Board of Health): broken pipetsd are replaced obstruator. is iemoveti — _ .4 .. C1 FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require furthe•evaluation by the Board of.Health in order to determine if the system is failing to protec: the public health, safe.,. and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM 15 NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFME AND THE ENVIRONMENT: Cesspool or prnti is within 50 fe_t of a surface water - _ Cesspoo! or privy is w ithin 50 feet o:a boroering vegetated wetland or a salt marsh. 2) SYSTE-M WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DE i ERA INE5 THAT THE SYSTE.M IS FUNCTIOti1tiG'IN A MANNER THAT PROTECTS THE PUBLIC HE,kLTH AND SAFFE Y A.D THE ENVIRONMENT: The system has a septic tank and soil absorption system (SA.7i And the SAS is within 100 feet to a surface water supply u tributary to a surface water supply. _ The system has a septic tans, and soil absorption system and the Sky is within a Zone I of a public water supnty we!l. _ The syste-n has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. _ The syste•st has a:septic tank and soil absorption system and the SAS is less Char. 100 feet but 50 feet or more from a private water suppl% well, unless a we!l water analysis for colifcrm bacteria and volatile organic compounds indicrtes tha the we!I is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or lei than S ppm. Method used to determine distance (approximation not valid). 3) _ OTHER (revised 01 13 5/3-1 rage 3 of, %a SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTIO% FORM PART A CERTIFICATION (continued) Property Addross: Owner: Date of Inspection: D) SYSTEM FAILS: _ t ' : You must indicate either "Yes' or "No' as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 13.303. The bans for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup'of sewage into facility or system component due to an overloaded or clogged SAS or cesspool _ .,,Discharge or ponding of,effluent to the,s. rface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. r _r .•. Sta:ic liquid level in the distribition box above.outiet invert due to an overloaded o c1ogged SA.S or cesspoo . Licuid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day tlov. Reau;red pumping more char. 4 times in the last year NOT due to clogged or cbstruc:eo pipe=s. Number of times pumped Any panion o**the Soil Aosorption Svstem, cesspool or priv)• is below the high groundwate• e+evatior. Am• por:on o:a cesspool or prnti is wither. 100 feet of a surface water supply or tributan to a surface v.ater supply. Any potion of a cesspoo' o�,pri�� is,Mithir a Zone I of a public-well. _.. Am pc-:ion o:a cesspool or priVy is within So feet of a private water supply well Am por,.or. o a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable Ovate, quality analysis. If the well has been analyzed to be acceptable. attach cop.- ei well water analysis for coliform bacteria volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] URGE SYSTEM FAILS: You must indicate e::her "Yes" or "No" as to each of the following.. The iolioAml criteria app;% to largo systems in addition to the criteria above: The system serves a faciLn with a design flow of 10,000 gpd or greater (Large System; and the system is a significant threat to public hea!th and safeti and the environment because one or more of the following conditions exist. Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area- IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CAtR 5.00 and 6.00. Please consult the local regional office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM . PARI B 'CHECKLIST Property Address: Owner: CRA gQ j Date of Inspection: Check if the following have been done: You must indicate either."Yes`or,'No'as to each of the following: Yes Health. _. .. -•• Pumping information was provided by the owner,occupant, or Board of Health. None of the system components have been_pumped for at least two weeks and the system has been receiving normal _ flow rates during that period. Large volumes ci 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 faca17-- or d%%ellrng was inspected for signs o. sewage back-up. _ The systern does not receive non-sanitary or industrial waste flow. _ The site %%as inspected for signs of breakout. - All systerr. components, excluding the Swl Aosorpuon System, have been located on the site. X _ The septic tank manholes were uncovered. opened-. and the interior of the septic tank was inspected for condition of bariies or tees. matena� o' construction, dimens'icins, depth of liquid:depth of sludge. depth of scum.' - The size and location of the Soil Absorption Svstern on the site has been determined based on- The iac.l-(% owne• %ano occupants. r clifieren: from ow•nert were provided with information on the proper maintenance of Sub-Surface Disposal Svsterr.. Existing information. Ea. Plan at B.O.H. Determined to the field to am of the failure criteria related to Part C is at issue, approximation of distance is "S1 unaccea:abie (15.302:3):bli SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART C SYSTEM INFORMATION Property Address: N . � � S Owner: (Ldyt,.q Date of Ihspection l: Q� FLOW CONDITIONS RESIDENTIAL: ? Design flow ¢.p.d./bedroorn for S.A.S Number of bedrooms 03 _. Number o`current residents Garbage g•v der (Yes or no!:� Laundry co-•-ected to system Eyes or no!. _....... __...: _._. .._:.;__._....-- _---- .—_-- • •-.- _ *_. Seasonal use tyes or no!:_� Water meter readiings, if available (last two 12, year usage tgpol: Sum Pump p p Ives or nod La-,.date of occupancy COMMERC i A.L'INDUSTRIAL: Type of establishment Design Gow ga lonslda% Grease trap present ryes or no __._ ... -• __ lndustrna! Taste Holding Tani; Present. eves or no_ ':on-sanitan waste discnargec to the Tatie 5 sys;em. ives or no %%arer meter readings. d availabie Las:Pa:e o: o cu;.anc. OTHER: ,Describe Last care of occucanc. GENERAL INFORMATION PUMPING RECORDS and source of informanor. System pumped as par, of inspection: tees or no•4('\ If yes, volume pumped- ¢allons Reason for pumping TYPE OF SYSTEM Septic tank/distribution bozrsoil absorption system Single cesspool Overflow cesspool Pm-, - Shared system (yes or no) (if yes, attach previous inspection records, if any) VA Technology etc. Copy of up to date contract? Other APPROXIMATE_ AGE of all components, date installed (if known) and source of information: (o Sewage odors detected when arriving'at the site. (yes or na) IN17) i:: : SL;BSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C : SYSTEM INFORMATION (continued) Property Address: 3'1 (N• ��- 1/t-'I �• ' Owner: C,,�� Date of Inspection: BUILDING SEWER: _.. (Locate on site plan) Depth below grade. _ ._..:.. Material of construction. _cast iron _40 PVC _other (explain) -- .• :c �: Distance from private water supply well or suction Ir-: Diameter Comments: (condition of joints, venting.evidence of leakageeic.) i SEPTIC TANK: S - (locate on site pli.11 _._.._ .... ___ Depth below. grade- material or construction: concre:e _meta _Fioerglass _Polyethvlene _othertexplain If tank is metal, list age _ Is age confirmec o% Ce-t:fica:e of Compuance _(`res o Dimensions. Sludge depth_ �•�VI Distance from top o:(s!udee to bororn of outie: tee o• ba=ie scum thickness Distance from top of scum to top o-outlet-tee of ba"Ie _ tl Distance from bottom of scu-n to bo-o-n o,outlet a c• ba�.e Howdimensions were determined Comments. trecommendation for pumping. condition o- iniet aPd outlet tees o► baffles. depth of Liquid level in relation to outl t invert, s uctural integrity, evidence of leaks e. e:c.i � �5 GREASE TRAP: (locate on site Aran; 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 i!flet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C , SYSTEM INFORMATION (continued) Propert% Address:SCf IUi - Owner; Date of Inspection Alt TIGHT OR HOLDING 7A'VK: arik must be pumped prior to.or at time, of inspections (locate on site plan, •Depth'below'grade--`--__— Material of construction.—*concrete _metal_,Fiberglass _,Polyethylene other(explain) Dimensions: Capacm- gallons Des g^ floes Alarm level Alarm to working orde, Yes. _ No ----'-- -- ` ;-ti in Dace of previous pu p g • Comments (condition or inlet tee. condition o! aia•rn and float switches, etc.) -— -----—- -- - DISTRIBUTIO% BOX: (locate on site pa- Death of licuid level aoove outie: in%e Comments tnote if I vel and distribute- ys eaua'. evide-1ce of solids carn•over dence of ka e i to or out of box. etc.t 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, condition of pumps and appurtenances,-etc.) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propert) Addr-ss: Owner: Date of Inspection SOIL ABSORPTION SYSTEM (SAS):S (locate on siteplan, if possible; exca� ton not required, but may be approximated by non-Intrusive methods. Y r If not determined to be present, explain: Type: — lea'L+ plu-number. fl7. leaching chambers, number:_ leaching galleries, number: leaching trenches. number,length: leaching fields, number, dirnensions overflow cesspool, number — Alternative system -' Name of.Tecnnologv ! -Comments. mote condition of soil, signs of hydraulic failure, leve?of pondm . conditio of vegetatMA ► - - - - _ . f CESSPOOLS: (locate on site plar. Number and coniigura:,o- Depth-top of liquid to inlet Inver, Depth of solids lave-- Depth of scum layer. Dimensions of cesspool Materials of construction Indication of groundwate• - inflow tcesspool must be pumper as par, of Inspections Comments. (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: _._......_.. ._. __.(locate on site plan) - _._____;_�_..----.____._...-. --._....... _. . _.___ _._ . ..- .---.._. . _-•-. .. . . .:......_. Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding. condition of vegetation, etc.) 1 . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued; Propert% Address: 3L1 \}J,bftN S-NV�k— Owner Date of (n,pect on: SKETCH OF SEWAGE DISPOSAL SYSTEM: - include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes Into house) A � t .t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property AddresF:j`1."-w` v� ' at� Owner: Date of a"pecion.4 Depth to GroundwateftwFeet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record A— Observation o:Site (Abutting property. observation hole, basement sump etc.) Determine it from local conditions Cneck with loca! Board o• nea!tr Check FEMA Maps Checl purnping records Check local eacavato,s tnstalle•s lase `SCS r)a:a o r• Desciibe in vo.r o%%-• ro•.% %o:. es:ao!ishec t:te !-iish Groundwater Elevation. (Must be completed: i ' ASSESSORS MAP NO- PARCEL NO: No. �i t-. �JfC� FRs...... ®.d......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ' TOWN OF BARNSTABL.E Appliratiou for Diupuual Wor1w 6witrmrtinit rumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...................... !9S `---- ------•--...................................../............................................... Location-Address or Lot No. Owner Address W Installer Address UType of Building Size. Lot...24,...--ta-<_.._..Sq. feet ., Dwelling— No. of Bedrooms--------------------A..._,--_-----._..Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building ............................ No. of ersons.---..--.................... Showers — 0.ai YP g , P ( ) Cafeteria ( ) P.t Other fixtures --------------------------- ----- ----- W Design Flow.................................5 S'_gallons per person per day. Total dail flow.-.� .Q.-.-__..._-_-__--_-----.....gallons. WSeptic Tank—Liquid capacity 1STgallons Length ic—)_ .. Width-5;71----- Diameter---..-_—..... Depth- DisposalTrench—No. .................... Width.--------.-.----_- Total Length..._-.-_--_-_----- Total leaching area....................sq. ft. Seepage Pit No-----------/....... Diameter.--.... L Depth below inlet.--.... ............ Total leaching area....:?�-z....sq. ft. Z Other Distribution box ( f/j Dosing tank ( ) _ � Percolation Test Results Performed by... LC.,.-fit '✓C�.. .............. Date-:-. Zd (F-S; .......... ,a Test Pit No. l..L._:;;�.minutes per inch Depth of Test Pit.... ... Depth to ground water.... Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-....-.--.-.-_.-.-.----- x ---------------------------- ---------------------------------------------------------•-••-------......................................................... 0 Description of Soil......... -5..------ .------------ V -----------------------------------•----------------•---------------------------------------------------------------------•---- W x --- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•----.-------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -------•--------------••--••---•--------------------------------------------•----•-•-------•---•-•-•--•-------------------------------•---••-------------•------------------------------•--••-------.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ------------------------------------------------------------------------------------------------------ ........ Dare Application.Approved BY 7?6— _..... ......................_._..._...... .. .. • Dare Application Disapproved for the following reasons- ------------------- ------- ------------------------------------------------------------------------------------------------ ---- --------------------------- ---------------------------------------------- ------------------------------------------------------------------------------------------------------- ................ . ........... Permit No. ----l V l . ...... Issued .----------/0---'--/ �'.."..��. ..... Daze THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Trrtifira e of C amplinure THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( t ) or Repaired ( ) by ........................................ ................................----.....------------------ ----...-------------------- ----...----------------------- ---------------- --------..--- ------- ..Illtif:l��t't at ------------------s3...."If------d-6-- ----- .�-------- la-----------—tJ1- .... -------------.....------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. --/, ._.._I_7<�.�?_..... dated �� _. .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT HE SYSTEM WILL FUNCTION SATISFACTORY. Of n '>�DATE ......... :.... -... - Inspect r - - ————------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9 / TOWN OF BARNSTABLE FEE...../.n-l......---- �t��rn��t1 Permission is hereby granted---------------------------------------------- -----------------------------------------------------------------------------------•••--••....• to Construct ).or Repair (}r) an Individual Sewage Disposal ystem atNo.---------- - 0.-•----- ax. ------ ... . ........ -------------•------------ Street �7 as shown on the application for Disposal Works Construction i mit Nod]�`�c/ ---- Date - --- - . � Boar of Health . � DATA,,.--•- -----------------------•----------/---•-------• FORM 38508�HOBBS Q WARREN,INC..PUBLISHERS I t e— ; Z G+ �' r .............................. � ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE �F Appliration for Diij-pwial Workii Tvtwtrur#iuri Frrinit Application is hereby made for a Permit to Construct ( ) or Re air ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. Owner, Address a ----•--•--•.................•----•-•••-._...---•••-•---•----•-•--•-•.............................. --•----•••--............................•• --.....-•---•-•••-•----•----••••---..............•---- Installer Address U Type of Building Size Lot... , feet Dwelling— No. of Bedrooms-------------------- -------------- ....Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------------ --------•----------------------- ------------------- W Design Flow..................................5 _gallons per person per day. Total daily flow..- - ?---__-_______--_------•---_--gallons. P4 Septic Tank—Liquid capa6ty150-0 gallons Length!jP--(.,Q.- Width__5;-k---- Diameter------ Depth_-,,. : �--._.. Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No--------.._/...... Diameter--------�/....... Depth below inlet------51........... Total leaching area.... ...sq. ft. Z Other Distribution box ( V� Dosing tank Percolation Test Results Performed by.... ..=.__C -'✓� .......................... Date_. _'_u.'�� S a Test Pit No. I__:!�!!_.Z minutes per inch Depth of Test Pit----- ... Depth to ground water...... �r, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ........................................................---•...................................................................•............................. O Description of Soil.........F...... ...5 `'�' ✓' ......... U -•--••......••=••-----•-•-----••--••--••--•--•-------•--•••••--•----•--•-••••••••------•-•---•--•-•-•-••------•-•-•-••-••-•---•---...•-••----•----•••-•----------•------•••........--•••-••--•-••---•. W VNature of Repairs or Alterations—Answer when applicable.------------------------------------------------------------------------------•-_---_•------_-. ------------------------------------------------------------------------------------------------------------------------------------------- -------- Agreement: `� / The undersigned agrees to.ins,tallsthe'aforedescribed Individual Sewage Disposal System in accordance with the provisions ofITITLE'S,ofihe`�Stac'e Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed --------------------- -------------------------------------'------------------------------------ '......................................... . _ Dace ... Application.Approved By .........__... . .... .� !......._ - �.------ .......Sd. .0 Dace Application Disapproved fo-r the following rearons: ------------------ --------------------------------------------------------------------------------------- ---------------------- .......................................... ------- -------------------------------............................--------------------------------------------------------------- .-.. ..............---------------- / Dace Permit No. ......! ��.......�.... .. �--------------- Issued .... {d- -�Dace'-.f............�� ........... e _ j 3A 7 THE COMMONWEALTH OF MASSACHUSETTS a - BOARD OF HEALTH TOWN OFBARNSTABLE } Tertifirate of (gomptiance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( i ) or Repaired ( ) b ----------- _staker take--------------- -------... -------------------------- --------------------------------------------------- at ..._... ....3---�---- om._..-.u�-.P. " 'Q<a ! � l� J�..-..� �---------------- ----------___- ` has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .-.��'...[7/6- �._---- dated .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SSAAT`ISFACTORY. j DATE. t -- - Ins ector �. ' THE-COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f� TOWN OF BARNSTABLE No... FEE..... P1............ Disposal Works Tomitrurtion Van it Permissionis hereby granted------------------- ------------------------------------------------------------------------------------------------------------------------ to Construct ( ) or Repair an Individual Sewage Disposal System at No.----------. y...... 1,h_ ( .,. 9#__-- Street t"y�„ as shown on the application for Disposal Works Construction Permit No//77 J,IL�,->___ Dated:__ ................................. Board of Health ........................................................... -------------•-•---DATE.------• / FORM 36508 HOBOS&WARREN-INC..PUBLISHERS IV :'TOWN OF :BARNSTABLE SUBDIVISION RULES AND REGULATION 3 _ C. FORM A ' ' Q `' : 6 APPLICATION FOR DETERMINATION THAT PLAN DOES NOT REQUIRE APPROVAL Date: The undersigned owner(s) or authorized applicant(s) of the land shown on the accompanying plan request a determination and endorsement -by the Barnstable Planning Board that approval under the Subdivision Control Law is not required. Plan Title: Fl_4-•J A'� Plan Date: Assessor's Map and Parcel Numbe�jr: ff� Zoning: �k s,Z� Area: 3'r-Ie< Number of Lots: Z Drawn By: ILL Address: �/.�� • All'AL 1w-" Phone:The undersigned's title to said land is derived as follows: Ag 66k PLEASE COMPLETE THE FOLLOWING 1. The proposed lots do ✓ do not meet the. present Zoning , By-Law lot size requirements, including lot shape factor requirements. (Check one) . 2. The applicant believes that the plan does not require the Planning Board's approval because (please circle) : I A. , Each lot has the minimum required frontage .required under the Zoning Bylaw onL_ Street, which i s: A public way,y, certified by the Town Clerk as maintained and used as a public way, or 2. A way shown on a subdivision plan # dated and endorsed and installed in accordance with the Subdivision Rules and Regulations, or f • y s i , a; 3. A private way which provides adequate access in -accordance with Section 3-1.3 (2) of these Subdivision Rules and Regulations. B. The division proposed is for conveyance purposes and does . not reduce the lot frontage less than the minimum required in the Zoning Bylaw.. C. The division of the tract of land shown on the accompanying plan is not a subdivision because two or more buildings shown on the accompanying plan were . standing prior to the date in which the Subdivision Control Law was implemented in the Town of Barnstable.. The date the buildings were constructed and the use is as follows: Building #1 01 ' _date C use i Building #2 date use Building #3 date use Other reasons: 4 . Has a plan of th'' s land been submitted to the Planning Board r before? Yes ✓ No Acheck one) . If yes please provide the date of the plan, date of recordation with the Registry of Deeds or of the date of filing with Land Court. 5. Are there any wetlands within this tract of land? Yes No (check one) . 6. The owner/applicant owns adjoining land yes _Z no Signature of Owner Ad ess Telephone' Signature of Owner Address Telephone Signature of Address Telephone Authorized Applicant Applicant's Authorization: IQ FA ! V�j IS GFJ.::: UFO LO I3 ma. f PuG « i9 , q �i= f PiPO�ifi ziPfLl7L� I �L y Cxisriw, rTo 13L /do0 Tr: ° Iry cot, New Sys r,—, EZiyi.i:. ...-._ loop,` - Ell PKP r z z LTG D-[ZTF1�i: 2 =_'"� :T7lhpGb L_..`_ tla MIT a i0' ly• � of - •I-.LG01/G/SI:FiT''i; vw r 2 � � •2 � 84 6 4 39,7 sm.so�.,Os� G VIC Iv v • 7D L 1 i r 11 1 Eh =pOh Tv g� lb IL i000 p„ / m �� ofe New rsySr�•1 aim 7 1007 a - - z.. I • ��e�r_rc�N:iz 21 // IZ -. — — �G----- ING ME v�v�i . ; .�K Lt--��.� �C�r�.��rzl�a� ::��tl%.p:-�� =�-Qc�-I_.r�,��•��. I iv Kq- V D arv_M sA All v LEE I 39.7 i TOWN O BARNSTABLE LOCATION SEWAGE # S� 7 O VILLAGE a ASSESSOR'S MAP.&LOT/%D-42 INSTALLER'S NAME&PHONE NO. `-Ai� SEPTIC TANK CAPACITY I4 d I LEACHING'FACILITY: (type) _:/ :�L (size.) r�o NO.OF BEDROOMS nn BUILDER OR OWNER IV A/-t O 4515— � �. PERMITDATE: Il' C1:0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells`dust. . 1 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 W .W�K!'�EGI7 U p�t1N r�1'1mrJ 7 tvFxy �+aJNta�ttdr � } . UNt2. G4IVCa4M"Tt-- Asti r X pK211INCr 4!.d'MON N t� �Ccclticarsf I.dV - N - . . !/4�t,o� i i �. ,, ..;�• �ITIbIV IZd�lc7`//-�?LOCI ibK: Mao 1=6 p/lrr f IO�G✓'�i i I� LININFi rZr-+ Ftrb � � lei ur 1. '•l _ . .. t� V� pia _ ur UVI hlFf rLcnl.1 - - `' I NOTE I • G6M.I vr ►-colei I y "ems I r ' �C�i�� .__ .- �I�I oN--� ---��I�IC�/i°c?TDI�T-_-�►?_-D_ = 'Y_:=-�f�22�1 w�,� �c. F. I fAy�^1�GM> NWH i - 6jHyt�GD Y 1 f L 2 r OlgeN _2 r ppUtrt�SlN� B11T I a e elIIN 4�. r � �� rpr� �1,�>;��*t :zy �•'< ON �bl�✓usC . —10 :• - Qaerdle , stAt.E IAJ -- --.. ,n/g/ems.. , --------�'t�.�r�o�+__�._.�.�av,4-nvri . �-3_-��ar�_�rf�►'�t��,..._..M�� ----'- - I I I RmF NH -R�SF ;��l►Tr��— - Bwur our Ii aPHLZI mil ._. 'TL_ri E24 .. • . :. :. �.1-_mot - �wa/�� r fMjrl IL NbrN' N �ory wz 0 a WHITEl i I 77. ---- Ibc7+1 Q/G CKI49T. �CON&C " ��.AAIE (�JB,IO�fl. GbY��NCfG �f1'b�rLS 1 _ " rL -- 4r ol a 1'c�t.00J° -- 1=7 _.Ekl�'f."__�,L��--:•. � �kT4C�v�ff-_�-Gz�2. �H • t II� b r '. II �•_ ,fir-NOVCd - I 1 I l I I rtOVc Aft ' � �vLG�1'JI1VaODW�i�. 61.biNB . . �. (�fcHOUE TYA Col.; J �cY � . cf . 4 �%/�S' pr,�>rTl aN � r?.�NovaTtatx__�0_►2.---cam.E+2_��L _. __ ._.. �I wE, � Assessor's Office(1st floor) Map /fib Lot Permit# Conservation Office(4th floor) d /Z,1 g,T Date Issued /® Board of Health(3rd floor)(8:30-9:30/1:00- ( Engineering Dept.(3rd floor) Hous P-12nning Dept (I A IL TOWN OF BARNSBLE �� T'A Building Permit Application Project Stre dress Village �,(,• a . p ( ,,� Owner O /? Address Telephone 'Permit RequestC. ---�-. Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ cZ_ 0 CJo, [/3 Zoning District Flood Plain, c> Water Protection Lot Size ;V , 36 5 Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use %J—y S y Proposed Use Construction Type to,AM Commercial Residential Ll Dwelling Type: Single Family �' Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway` Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel— f" J-R Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Bam None Sheds Other Builder Information Name Gq to` i/ Telephone Number i�'f 2 6 ? S� n as.— 3 APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS. LOCATION ' �4- O S- w ��•a 2clSi�,R� NO. ,DATE VILLAGE'' �s:, v• , FEE APPLICANT •_ +o,' aQ GG U2 ADDRESS TELEPHONE NO. 4-z, -3•��7 ('Non-refundable; - — _ ENGINEER % ' TELEPHONE NO. 77F oc_)S-S- DATE SCHEDULED 3 --Z/- 151s' /o (Applicant' s signature ASSESSOR'NJA40000000 �& LOT M: 00000000000000000600 . . . . . . . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . SOIL LOG SUB-DIVISION NAME. DATE TIME EXPANSION AREA: YES A0 _ .��/ ,� �� ENGINEER . TOWN' WATER ✓ PRIVATE 'WELL BOARD •OF HEALTf ,4-+ i�- Co•y s EXCAVATOR SKETCH:` (Street name,etc. ,dimensions of lot, exact location of test holes and . percolation tests, locate wetlands in proximity to test holes) . tp - NOTES: 1n 4,3 AV- �'tt i f 1 4 t ` 1. I l V- Q fp- ry,'♦1 f� L' • j ?ERCOLATZON p RATE: < 2 r1 CEST`HOLE .NO: ELEVATION: TEST HOLE NO: ELEVATION: �: 1 �•�- 5 1 .�� s 2 2 3 3 4 4 - +' 6 5 r�feb;��-� 5 6 7 7 5�.�� g 8 9 9 �,p 10 • 11 11 �� 12 12 13 13 14 , 14 15 15 16 16 'UITAB,LE:•FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING TRENCHES JNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: 10TE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION )RIGINAL: COMPLETED IN ENTIRETY fiY P . E.-AND RETURNED TO BOARD OF HEALTH :OPY: RETAINED BY APPLICANT _.__.... — 117 } 10'' 20' 30r. 40' 50' 60' 70'. 80' 90, 100, �. , reduce window size • to allow for new roof �• f ♦j. .. 30 y�..3 ub,Rbaglm RebJ reed —fchingka(suiubk roeaove 110 B) - 0 Advan[ech Zip Syn Rvaf Shmd ivf may a on prefab.mofwam @Tdc 19°r•� . ), existing O .e fy hum B bedroom i ^.- umeum+un .Ridge.•em whlueedarahingla - B en r p ymm"'° .r I `J R eave Rde. n Add"&.Z[S 11 RTr 4 ..,r +. - ahn[h6-dv -19i dbmdr R19 Bybnd Humove Two " Open r Pq QP16'do R 19 incukuon12 . 6�— , to kitchen N `il Via' Y Y rq. R30 ivauh hex .. med r Cu 1 1 ,Y below Q pp LL_ aB m�l•hudp existing bathroom L { > e'averhavg � existing stairs �bathroom U O4-1 s'c existing hallB Pavc L936nss . TTD �pPC/lutlV Nr-s: ;.'w�» () ncu[Ab 91a•we" [6'dc (♦)� —Ab.,.�n w1kW r C h �..r. R Q" O 2 ♦ 10gm lo. �. T)hnder� r. de 5/B•:•f bvlu�3'd� _ ealsdn nde _ a. , N Ir1,II 3 . aevs[m B'[h[ck♦OOOpaI l� -- 3.1/2"• y'rnlumn ,. '.t g � existing bedroom _ t -d.6-w existing. ds. to become a . 3 g1. I6 ,B•rhv:kmnanume • °�^ eroomg bedroom - living room a, a12'Nick 2 ponied 2avmeu fwuvg - �..( r come j^ o a Co W �' remove dosed . 20'-0' Section 1 Section 2 O 4 Existing 2nd Floor and Proposed Changes O Ln 3 f r- � OF y67;'r}J f �K A- redui Designed by: - / RAF 1VIar2011 t jfir #� 4 i A 0 .00, <oe MAP 120 45-1 MAP 120 # 15 4 0-1 `i AP 1 0 FACILITY ' LAND / MAP 120 n G i 1 16 2 Z4 10 kJ - � f AP 120 l 1� 45120 P - # J MA 119 7 81.: _.. 44P 11 ff�'� 00, MA 14 # 37 \ \ FACILITY LAND: MAP 120 PARCEL 46--001 34 OSTERVILLE--WEST BARNSTABLE ROAD \ OSTERVILLE, MA., 02655 �low P 119 CREDIT LAND: MAP 119 PARCEL 079 1322 MAIN STREET OSTER\ALLE, MA., 02655 TOTAL PARCEL AREA = 5.69 AC. . . PER RECORD PLAN 586/6 '•. �'� = MAP 119 ' ::... ... # 132 r StIE LOCATION 34 Ostervlile-West Barnstable Road M Orp 9 09terville, UL, 02655 1 PREPARED FOR Dr. John Lake, Jr. AP 119 Falmouth Road 49 IYlarstons U1113, CIA 02M C)CATION OF # 3 SF CREDIT LAND (S08j - 528.4929 THE Nitrogen Aggregate Plan in BAXTR NYE ENGINEERING & SURVEYING 2 Registered Professional Engineers and Land Surveyors a_ 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 Phan-(508)771-7502 Fax-(508)771-7622 100 0 100 200 £ I SCALE IN FEET 1"=100' In DATE: 12120107 P 11 1 4 - M ii •., •.• .� NAm I W.l ff DATEI REMARKS " •, DRAWN BY: SDM IDESIGNED BY: SWICHECKED BY: MWE DRAWING NUMBER 4 0: 2007 2007-051 CIVIL PLOT - s 2007-051 0 0 N i UTILITY NOTES: SEPTIC SYSTEM CONSTRUCTION NOTES: BAXTER NYE 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT I. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH ENGINEERING GXi TYPICAL SYSTEM PROFILE 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING TITLE V OF THE STATE SANITARY CODE DATED APRiL 21, 2006, AS AMENDED ' UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS NOTES: SURVEYING ' NOT TO SCALE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH APPLICABLE. # APPROXWTE TOP of 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE 2 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND s2.24 SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN Registered Professional Engineers ExrsTnrc GP" ' �0t t A �1(may IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN PRIOR APPROVAL BY THE ENGINEER. COVER and Land Surveyors R CO EM WALL BE WATEMW RISERS a COVERS SHALL BE WATER►ICHr HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, F ( THE ENGINEER, OR iTS REPRESENTATIVE. THE CONTRACTOR AGREES TO F 1 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE 78 North Street 3rd Floor L I nNon OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. Hyannis, Massachusetts 02601 � ovae tFnca}nurc T� . 578+ _ INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION �1 24 LF"4- .02 40 3' MN. 6 LFN4' SCH 4o FWA L ONE NSPECTION Pour IN DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 M. Phone - (508) 771-7502 ._ 1 PVC 11►s=o.o24 :y PAC os=o.o20 5 LFN4' SCH 40 PVC o1IMPAIciED FILL AOCORortr+cE rIiiN MANUFACTURERs ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS UNLESS OTHERWISE NOTED HEREIN. M.N. os-o.o2o FIRST 2' (TO BE 2- LAYER DOUBLE INIII 9• (min) Cow REC�,a,T,� � Fax - (508) 771-7622 t �tNv our = s5.ss s- sroNE m T/2' OR 36- (ma) Cover VERIFY IN HELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, INV IN_ 55.01 TD' our= 54.76 2" LEVEL) FABRIC PER 310 5 BIoolFfusER teooeo (oR Eo1r1U WWW.boxter-n com s, EFFLUEKr »1- FILTER �_ - ¢_ aUMeoR CM t5147 LE4004 CHAMBERS TELEPHONE & DATA/COMM AND RELOCATE IF CONFUC71NG WITH 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C HORIZON FOR A ye• �-- •. TO BE PROVIDED s 64 SUMP our=54.47 PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING HELD, AND REPLACE PVC (Zee OR APPROVED - 4' 9CH 40 SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. REINFORCm C Tif AND v' t Ems) s- CRI>si+ED "r'�'.. '�'''f^='_''"'' UTILITIES AS REQUIRED. S T A S T A M P *NOTE: CONTRACTOR TO GAS BAFFLE • STONE BAs� My N- 54.4T •� 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS .THAN 3' `H��s' >� VERIFY PRIOR TO STARTING '_' " s cRttsilED 24" EFFECTIVE 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN OF COVER. /?'I STEPI-I :..`•:-. .•�� BITCHES.BASE CONSTRUCTION THAT THE DEPTH '� ALL UTILITY CROSSINGS. D PROPOSED INVERT WILL TON BOX Of-") c4 5�i�i 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER � Cis WORK WITH EXISTING IM GALLON TWO-COMP SEPTIC TANG p,1.20) 5' MIN 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED DISPOSALS. INTERIOR PLUMBING OF THE I as3as o �¢ ` No Groundwater Observed O Elev. 45.80 BETWEEN WATER AND SEWER LINES. WHERE WATER LINES CROSS SEWER �� G, �k , w STRUCTURE LINES, THE SEWER LINE SHALL BE LOCATED WiTH A MINIMUM VERTICAL 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT � ANAL Ei uNsurAeLE SOILS, m oMr THE aF�►smNE ELEV (mP CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS 1-888-DIG-SAFE) AND UTILITY COMPANIES ITO LOCATE ALL EXISTING UTiLIiiES, IJ OF SAS), SHALL BE REMOVED TO THE C HORIZON'AS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR �� - l�-�-'2 0 1 "RED - SEE 0ON "0N "DIE #5 HERE)014. LINE AS POSSIBLE. WHEN iT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION CONSULTANT LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE OF EXISTING UNDERGROUND UTILITIES ARE,SHOWN IN AN APPROXIMATE WAY CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN LEACHING AREA REQUIREMENTS SQL. LOGS DATE t 02/25/fi FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS INDEPENDENTLY VERIFIED BY THE OWNER OR iTS REPRESENTATIVE. THE 3/4"-1-1/2" NITROGEN LOADING LIMITATION: 330 GPD AC WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ri DOUBLE WASHED STONE BARNSTABLE SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE ao s eloolFFusER 1BODB0 (OR E1]t1AL) DIST. LINE IN GRANDFATHERED FLOW OF SSO QPD SOIL EVALUATOR: BOARD OF HEALTH AGENT: BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN LEACHING CHAMBERS BASED ON E=TWO S BEDROOM SYSTEM STEVE WILSON, P.E. THAT THEY ARE WATERTIGHT. INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR CONSULTANT aAVID W. STANTON R.S. POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / RESIDENTIAL USE: 2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD TEST PIT 1 TEST PIT 2 4. THE ON-SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS INVERTS OF ELECTRIC, GAS, TELEPHONE`do DATA/COMM AND RELOCATE IF G.S.E. = 57.8 " G.S.E. = 57.5 BEEN DESIGNED, AND SHALL. BE CONSTRUCTED, IN ACCORDANCE WITH CONFLICTING WiTH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE 1' 31.6T �' VETiNARY OFFICE: 50 GAL PER KENNEL X 0 KENNELS PROPOSED 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V AND DEP TITLE V CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. AS REVIEWED WITH THOMAS MCKEAN, BOH DIRECTOR, IDENTIFY LIMITING FLOW USING A ; 1OYR 3/4 ; SANDY LOAM A ; IOYR 4/4 SANDY LOAM PRESSURE DISTRIBUTION GUIDELINES. 33.67' OFFICE SPACE: 1385 SF X 0.075 GAL/SF/D = 104 GPD P P 10" .96 1 " .1 5. SITE CONTRACTOR TO, OWN ALL EXCAVATION, TRENCHING, do BACK PREPARED FOR : PLAN VIEW MIN. DESIGN FLOW = 324 GPD FILLING FOR ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO NOT TO SCALE < EXISTING GRANDFATHERED FLOW OF 330 GPD B ; 10YR 5/4 ; SANDY LOAM B ; 10YR 5/8 ; SANDY LOAM THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR 9' SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR Hyannis Animal Hospital USE EXISTING DESIGN FLOW = 330 PGD 24" ELEV 55.80 32" ELEV 54.83 ADDITIONAL INFORMATION AS APPLICABLE. 102 Ansel Mallet Road FINISHED GRADE GARBAGE GRINDER (NOT INCLUDED) = N/A C 1 ; I OYR 5/6 MED. SAND C 1 ; I OYR 5/5 MED. SAND 36"MAX.-9"MIN- �� COMPACTED FILL�� West Yarmouth, MA PERC RATE = <5 MIN. / INCH (CLASS 1) " 2" LAYER DOUBLE WASHED -�- TOP OF CHAMBER _ 64 (ELEV 52.47) 12 (ELEV 50.95) � LIAR = 0.74 GPD/S.E STONE 1/8" TO 1/2" PIPE INVERT ''� SHALL°E Ofl4ED Pao MIN, LEACHING AREA OF S.A.S. REQUIRED: 3/4" TO 1-1/2" "? 24" 330 GPD/ 0.74 GPD/S.F. 446 S.F. MIN. C2 ; 10YR 7/4 ; MED. SAND C2 ; 10YR 7/6 ; MED. SAND Z��T Ir C, FOR THE FULL DOUBLE WASHED EFFECTIVE �'TM OF 7n PIE• STONE ^ DEPTH 144 ELEV 45.80 144" ELEV 45.50 a PROVIDE'V'M*WMM FOR FM WITH PROPOSED SYSTEM: ( ) ( ) r MAX CLEARANCE TO OUTSIDE OF WIPE jc� 5 - ADS-BIODIFFUSER 160000 LEACHING CHAMBER UNITS NO WATER OBSERVED NO WATER OBSERVED MaRTAR"" "�O°"�1015 ' WITH 3.V OF STONE ON SIDE, V OF STONE AT ENDS, 6" STONE BASE TO ELEV 45.80 TO ELEV 45.50 4.JOINT SEALNTr TEIWIEII PRECAST ST9C710NS . SHALL BE PREFORMED BUTYL RUBBBL SURFACE JSIDEWALL AREA: (33.67 + 9)2 x 2 DEPTH = 170.68 SF PERC A 77 (ELEV 51.38) - TREATMENT 2.s' 3.1' _ RATE= <5 MIN IN RATE= <5 MIN/IN O �. F i wANDORT°AR°�a VAM- � ' BOTTOM AREA: U3.67 x 9) 303 SF / ( a LEACHING AREA = 473 SF CLASS I SOIL CLASS I SOIL MORTAR,C GRADE WInt cu►Y eT6ac Rio i TOTAL EFFECTIVE MORTAR(s Bwac COURSES TYPICALLY, SE N S BIgCK bOtl1•SES MA7a11JM) NOT TO SCALE SYSTEM DESIGN CAPACITY = 473 SF x 0.74 GPD/SF = 350 GPD I CERTIFY THAT IN APRIL 1995, 1 KW PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONAIEMAL vAREs PLASTIC LEACHING CHAMBER DETAIL SEPTIC TANK SIZING: FIRST COMPARTMENT=330 GPD x 200% = 660 GAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME FINISH 8e• ° •'FNAL BACII- SECOND COMPARTMENT=330 'GPD x 1001E = 330 GAL CONSISTENT WITH THE REQUIRED TRAINING, E)(V?TISE AND OCPERIENCE °RACE ORDNARY eaFRow OL1.01.0) ADS-BIODIFFUSER 16008D (OR EQUAL) DESCRIBED IN 3t0 ts. t7 ,� 3 wMwBw TAM: •°' ° • ' LAYUP LENGTH 76" PER UNIT USE 1500 GALLON TANK MIN. N07E 4 ° ro o SiGI�4ATURE DATE IV ;wade�,. 'NAND TAMPED B10-RETENTION AREA PLANTINGS OR HIM 4 a .: ; -*HAND TAMPED a INVERT �� 3,. HAUNCHING �•• BID-RETENTION AREA #2 BID-REiENT10N AND LANDSCAPE PIANTING NOTES: .,: � BID-RETENTION AREA #1 BEno�o 4 ,0 1. * DUE TO SEASONAL AVAILABILITY MINOR EQUAL OR BETTER '� 'a�wa BOTANICAL NAME: COMMON NAME: QUANTITY/SPACING: COMMENTS: BOTANICAL NAME: COMMON NAME: QUANTITY/SPACING: t;OMMENTS: bl COMPACTED SIIBORME/MRJST BE y � SUBSTITUTION MAY BE MADE FOR EACH SPECIE AND/OR SIZE. A STAKE F0UNDA11ON• O BUSHES* (PLACE A MIXTURE OF THESE BUSHES IN CLUSTERS AT RECOMMENDED SPACING) BUSHES• (PLACE A MIXTURE OF THESE BUSHES IN CLUSTERS AT RECOMMENDED SPACING) BE UNAI FOUNDATIONS Cost '' h " .'• BE UNDOldIT AND REPLACE WITH 3C cc A SUITABLE BEDDING MA70MAL. 2. ALL PLANTS SHALL SURVIVE 2 FULL GROWING SEASONS. ANY 1r 4r OA. -AROMA ARBUTiFOUA RED CHOKEBERRY 1/4 FT 0/C 1 GAL -AROMA ARBUT1FOlJA RED CHOKEBERRY 2/4 FT 0/C 1 GAL PLANTS NOT SURVIVING SHALL BE REPLACED IN KIND AND ALSO TM' .' J . .....�,�. : •OOIPACT 70 il6eE WOOFED PROCTOR ICrL)N r LF1S(MAx) -ARONIA MELANOCARPA BLACK CHOKEBERRY 1/4 FT 0 C 1 GAL -ARONIA MELANOCARPA BLACK CHOKEBERRY 2 4 FT 0 C 1 GAL •- `' '•'' ' ' "COMPACT TO Ya><MODIFIED PROCTOR N °'LIFTS; ) / 1 / / SURVIVE 2 FULL GROWING SEASONS. (MAC, N �� Qtti k ONLY IF UNDER PAVED CONCRETE OR S4MIFACE (AIIEAS SUB ECT TO 1108dJLNR AID�R7R PEDEESS116AN 1RAEFiC} -CLETHRA ALNIFOUA SWEET PEPPER BUSH 1/4 FT O/C 1 GAL CLETHRA ALNIFOUA SWEET PEPPER BUSH 1/4 FT O/C 1 GAL. fiNAL eaaalll N GENERAL BABNFdENTPAREAs MUST BE C iD COMPACTED TO ON MODIFIED PROCTOR OM.)IN it LETS(MAX.) W � Be VACCINIUM VAR. LOWBUSH BLUEBERRY 1/3 FT O/C 1 Gam• it COMPACTED COMPACTED •••FOR SANITARY SEM MAI r BEAONO SHALL BE BACFLLPD J � OTHER* (LNFIL MATH WITH CLUSTERS OF NOTED RUSHES, FERN, SEDGES AT RECOMMENED SPACING) OTHER• (INF1L WITH WITH CLUSTERS OF NOTED RUSHES. FERN, SEDGES AT RECOMMENED SPACING) GRAVEL soanoMR suTJGRADE WITH s - NON-ANODURrt sTnNE N tEu of GRAVEL F Q m Q ACT iO S0E WOOFED PROCiOR -JUNCUS VAR. 'COMMON RUSH" COMMON RUSH 4/12" 0/C 5" POT -,uNgn VAR. 'COMMON RIM* COMMON RUSH 8/12" 0/C 5' POT "� "` ' » » -DENNSTAEDTIA PUNCIILOBUUI HAYSCENTED FERN 8/12" 0/C 5" POT 0- CATON BASH (CBI SHALLOW COVER NI a- UTI TRENCH N.Ts w Z a •-DENNSTAEDTIA PLINCTILOBULA HAYSCENTED FERN 4/12 O/C 5 POT Ta p�TAiL 11e tDILLLR TAIL U Z -CAREX CONICA SNOWUNE SEDGE 4/12" O/C 5" POT/ VARIEGATED -CARET( CONICA SNOWUNE SEDGE 8/12" O/C 5- POT/ VARIEGATED '� -CAREX NIGRA BLACK SEDGE 4/12" O/C 5" POT -CAREX NIGRA BLACK SEDGE 8/12" O/C 5" POT 24• DIA. C.I. FRAME & SOLID COVER, MARKED LABARQN Cs FRAME«BEHAVE COVER *DRAIN', TO BE PROVIDED AND SET TO FINISH GRADE ON EACH STRUCTURE FOR COMPACT BApffLL 6'LFM 24" DIA. C.I. FRAME SOLID COVER, FRAME SHALL BE SET N FUL MORTAR Bm MAINTENANCE ACCESS, TYPICAL, UNLESS MARKED •DRAJN•, TO BE PROVIDED FILTER FABRIC OTHERWISE NOTED. DESIGN FOR H2O LOADING. AND SET TO FINISH GRADE ON ENVELOPE - ALL SCE$ BOTTOM ! PRECAST COICTEiE RIM STRUCTURE AT LOCATIONS AS SHOWN OVER TOP OF STRUCTURES. TO BE GROUTED N PLACE 1eD RIM ELEV ABOVE FIM ST PLAN FOR MAINTENANCE ACCESS. MRAFI 140M OR EQUAL Z SLOPES VARY FINISH GRADE DE AS NOiED ON PUAM Fttt91 GRADE O PLANS FOR 1READMI� g trMN. TYP. 12,M. NOTE 6!7 F- 48' CPP EfJ30W OVERLAY FABRIC Tr UK OVERLAY FAB IC a Z 6'TGP90L/SMD IBX .J: t • ' '► • .�IE.. >Ivt Pis.. • r LAYER O 0 4p � 1'&�v 0 O a a O O ` i 0 •°o °o' w a aY•a ..Q O t� •O'«0 0 •°o P£/1510NE °�• o'�o �o�D �nnTJDO '�rB P Cry U) Hf)lT-!OIIAttlllt ttNt • ' o o o o (!) tot P ai•1 K 1 r MN °•• ° 0 �° d CPP PPE t6r PEAT o a o 0 a a O O O ® G'.a o o Oo.00 : 0 O a C O O O O : ob•o bo °°•oo g OF- w o 0 .o �Q' o •p O° o�i•°o a 4--1 T/r QFNI NIINNEa °u 9a Qn� o�u• ��- > >W 46' CPP WYE b°. 0 a a O C3 O 10 DO- •SILT--T 1/2 dEAN. 0 a 0 G Ct O O m 0 .o (4GX VOIDS) ob cb, eo STpEt(�VOIDS) it �� r PEAT!SAD MDT j °°• =/Ntll tat>OM "^a^cu S101E m MI m! o . CPP PPE t .. b.° .Mo o°. O o o.o o •u O0pr °O• o W ° 0 a a O Cl C3 m 0 0 ° ° °. a 0 O a O C3 C7 O 0 0 ° po 0 o' o �. -LEACHINQ 3i({to t-1/r TIYLSiED ode 6a° �' C"Ore , OON TE1E .o ENVEIJ PE-ALL s#5.BOTTOM t �o A ° o B ADIDMI S AS REMINW N Q ca1ISHHm STONE 0 a a CI [O O a3 E).0 0 o m: 0 a a O C3 O 113 0 0 a.-T- LEACHING BASIN OVER TOP OF 51RUCIURES. TO BE ) "' 0 etSIDFa MMIL! °o o ° o 'p,°° ° r o e. ° MRAFI 140H OR EQUAL a; � VWRES CIVET HARES r DIA SON 40 PVC w o°o° o 0 0 0 0 PRECAST COMORM ' v4i cn } SEE PLMiS FOR SI>JE PERFORATED FIFE t ° ' 0 a a O O O 0 103 O O O O a s O O O O 0 0 (OAT TO ADOn1O AL 1 LEACHM BASIN q- m TYPE Ar MATERIAL o o e e o 0 0 LEACIEIG BASKS AS REQIIAIE� d� !P.tat a■n "fib °+ o• o oONNSPO•R GWI NOTED BY ARCIRITECT) CROSS-SECTION o• FIL1FR FABRC AT BOTTOM) OF ) ® Q e• ,o�, O' o d 6� Ir PERIF PVC SET LEVEL. � �p�+ �� n 4A o• Z ` fLOW FLOW FOR�Y�TO W IER V � °• cj, ap •°o , TO CONNECT TO ALL ADJACENT WACHI IG : *4> d� Q»�n 00D j PAVED PARIRIO ° ••o Q' BASKS SEE PLAN FOR NUMBER OF .Qo 4P A , E � tr; ° OUTSIDE OF STRUCTURE MMRAFl o LB'S REQUIRED . QD o 0 00 000°Coo 0 1 Q° o� co SHEET TITLE a �f ZB ;• 0 ., 140H OR EQUAL(11P) •O� ai qi° v+ • 12 d oe o ■ FiNISHMED°RACE V ?A a � , A gr.o�°.o• .° 0. I VEOETATED FLIER AREA VEGETATED FILTER AREA Details r' 1" ° m 71 , SUBSURFACE LEACHINQ BASIN (TYPJ - PLAN VIEW i 4'ON. CPP PPE •.00RE1FJtilON AREA• N.LS o e 1• MBA. COVEit rn CPP EIQIWOER ., OOMEC110N TO AOOIIIOIN 6- LAYER OF 3/4'-r ACCEPTABLE 46 CPP WYE SEACHME S1 I ASDRAINAGEPLAN REQUIPEDI CLEMI MASHED STOW SUBGRADE AS OEIEiMfED 4 For CPP T1J30W i. CROH SHALL BE MOIL 111HIC WITH our"dAlE1F7t. LAYOUT Al�q QUANTITY. BY THE EIIOIiEDt SHEET NO 3 2.ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR HI-20 LOA0810 � .•.: '.' 3 CONCRETE SHALL BE COMP�VE STRE7I 4000 PS6 iYPE I CEMENT. Q W OIL SON 40 PVC 4.FRAMES NO COVERS SHALL BE HEAW DUTY AND DES I ED FOR H-20 UOADNO. CPP PPE 46' OPP EUSOW SEE NI NO FLAMM ELAN PERFORATED CONFECT TO PPE. IO S.PROVIDE OUTS FOR PEES WITH r MAX. CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL o1 SCHEDULE HEREON FOR PLANiNOSPIPE o BASIR 6.STANRMID MANHOLE FRAME t COVER SMALL MEET MUNICIPAL AND/OR STATE SPECiRCAiNONS WEIR APPi.ICAiLE. .! cPP PFE WRAP PIPE N 7.STANDARD MANROLF FRAME!COVER SHALL BE SET N'FULL MORTAR BED. ADJUST TO GRADE DATE : 3 17 11 LL�L�J FILTER F ° ° o ° ° O WIlH CLAY BRIO( WHEN GRADE TO TOP OF PNECAIST UNIT DISTANCE IS 1'-O� OR LESS(5 OOUR9E5 (M IRAE1 14p/) MAX} USE SOOLID CONCRETE eLoac WHEN DISTANCE O OEAIER MAN t'-0'. o NOTES + 6.A MNYIM 2 FOOT OVERLAP SHALL OCCUR BETWI,>:11 ADJACENT SHEETS OF FABRC. 1. SEE PLANS FOR PPE SI2N(L MEN) TES ON PLAN UNIT 6-CAP(iO � FILTER FABtlC SHALL BE INSTALLED PER MANUFACTURERS RECOMEtOM10NS ey OF STD-RE1EN710N TRENCH 3/PERFOUIED PVC OUIUI PI POR BID-RETENTION TRENCH FACLITY Q c- ROOF DRAM NTS C- NTs F SIBSURFACE LEACI�10 RABBI WITH BEEHIVE N.T.S. _.___ SCALE : NONE T3a IDl�TA1L. Ida IDtL�TA1L Q�TAIL CD 140-B ISSUED FOR CONSTRUCTION DRAWN/DESIGN BY: SDM/MINI CHECKED BYMWE 0 JOB NO: 2010-059 C A D D FILE: 2010-059-OT.DM w GRADING AND DRAINAGE NOTES: w BAXTER NYE 1. DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & w \ DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A w \\ ENGINEERING & ;�'"" LEGAL MANNER BY THE CONTRACTOR \ / ' SEDIMENT AKE SET `� w TRANSPORT BEYOND THE LIMIT OF WORK. EL. �\� SURVEYING �NV 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL 39:7 ' APPROX. NGw w __ - :r w �-----_ '`` -�``''-- 4 7 Registered Professional Engineers 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR w ' 9 8 APPROVED ALTERNATIVE, TO CONTROL THE DUST. W � -__. and Land Surveyors g4 ; 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 6 R 78 North Street - 3rd Floor LOAM SEED & MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS S� 3 6 6 61 -- Hyannis, Massachusetts 02601 w UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF _ 0H F s9 / `�. ` w w -4 g 3 8 _ X ' STABILIZED WITH EROSION CONTROL BLANKETS ECB OF oP 5 3:1 SHALL BE FURTHER STAB ( ) off ILL ` W Phone - (508) 771-7502 CURLEX OR EQUAL. ` - C ON -� w Fax - 508 771-7622 44 STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR 91> ON S9 ''`- w ( ) 6. ALL DRAINAGE STR / `''---- W _ www.baxter-ny�e.com H 20 LOADING. H ' EN ALL PROPOSED `� Sc C ''- o '� `''L I ` STAMP STAMP 7. A 25 MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN � 9> H C ti STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC 60 C o ` ` I 931 -&A _ -� ` '`----� ��,�H of M o SYSTEMS AND HAZARDOUS STORAGE TANKS/FACILITIES. / O� D °yw� 'LAY rep Y` Ov 1_ A3TA _ ti E G 8. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR S ce p -� (so ., _ �� ED N CPP PIPE USE SHALL BE \S ZD py / o 1519 W'j -_.. ` ci i WALL TO MEET. ADS N 12 PIPE SPECIFICATION OR EQUAL. 9 H�� , ,9 D,E -.� No. 3 s ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24". BACK FILLING tiF do OA ` _ _ y _ _ _ ��Fc Teo � 1p 'I' MATCH EXlS"11NG GRADES CPP MUST FOLLOW MANUFACTURERS RECOMMENDATIONS AND SPECIAL CARE MUST s srpN f WALL c s`9 ass/o BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). � NAL 9 �. 59.6 9. ROOF DOWN SPOUTS SHALL BE TIED INTO ROOF DRAINS AS SHOWN ON PLAN. / / 96 ��`` / uP #t 72/3 s OH o ROOF DRAINS TO BE AT LEAST 10 CPP AT 0.5% SLOPE MINIMUM, UNLESS / ff `" - C OTHERWISE NOTED. MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. `9,S ' off C SS> g1ti QP CONSULTANT 10. ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. `\,,1`N � �,, 9 L=HELI 65. 59.90 9.80 ON --_ Q�� G l� O 11. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE / / ,r - " HP 59. S9S H `_ C Q� MANUFACTURER RECOMMENDATIONS. / / r¢~ �, RIP R�`_`AP �' C c``_--��EC)P CONSULTANT 4" S9 - SEE DETAIL `- off - '{_- G C O A T 05 4 ON G CHING ASINS AN AREA #2 - `�' S, -_ 0 W OH�_ '--- / 2� CAST U-20 LEA st 9 s SCH 59 _ off w--_ _ o 1 / 61D x 6 STYAGE T 10. �DFF Hw- / S9 / KITH 1.0 FTQ E A 40 .9 _ PARKING ---. - RIM AT GRATE IN 8 GRATE) h� • Z._` ._.`."--`- /LANDSCAPE A CK ' '> TOP OF SLAB OF i 56.5 (6 SHT. + 6" c� PIPE 59.4 boc �-``��,. 20' FRO y -�'_"� Sr~� �� O 6, 9t,� SLAB TOP TYP.) 6 __ N r evI _ Q p 6 PREPARED FOR BOTTOM O� ST '50.0 T OF BIO `` 9 toC S� f�E /7RET: AREA N - 18A CK / S9 / BOTTOM OF STYE p SEE DETAIL #19 B do EL.=5s.o59.40`�``'"_ Hyannis Animal Hospital S9 9 S ��"DR'1GAATTION / ,� sF -- 102 Ansel Mallet Road �� --- ------ ,yN FIELD AS ,ram 59.55 ,�` -`_-_ \ / 6 R�IJIRED �- ---..___ / West Yarmouth, MA \\ 9 ! INV = Wp ` OUT=f.0 INV �6 ` 56.04 Ro O D �' 9 59.72 9 . IRRI ON -�" - a ON BOX S7 , L 1 / t M OSCAp f `� P 800e 512 PAGE 31 V WOODED 26,3 t SO. FT. 0.6� ACRES P �Y Sr flll , � q, ,• � =ca S � w .40 � x1 f i ' cp Vic"?c' GgRAGCr 2 % 6?.?4 2� ERATOR i TIE ALL STRUCTUREO DOVMSPOUTS INTO PROPOSED I � RELOCA79 ° 59.73PIPE S c,� A. `� ROOF DRAINS (TYP.� 'NOTE: CONTRACTOR GENERA DaSTINGI HP C�so�o� TO VERIFY PRIOR TO 6224 p �p HP / ¢ STARTING INV = CONSTRUCTION THAT 55.41 '� -- - ti� � P _ 91 INVEERT PROPOSED 59.93("c M �Oc^ gL�CE �� INV = WITH EXISTING . SL PMUM UMIWORK 56.48 INTERIOR PLUMBING �/ 9lit l / 4¢. OF THE STRUCTURE "/ 7 Ft `\ / ` L �oQO 1` ,� RQ 5 N .�,\\ PIPE IN Q°9° ` =59. w� `�` O S s� 61.19 �.oz R� ) Ic ADJUST 61.19 ". . � & Z: IRMGA11ON Ci b X 59; ,PIPE'MIV 'p 55. IN FIELD AS Qom. REQUIRED £ 1.1 "� - IN = 55.0/ __� s \ APPROX. 61.19 .. • PIPE INV \ D-BOX f'2 IN = 55.0� ," w 1. 9 '�.� 59.51 boc .. Z m S �+x Q 07 e 2p� �"�• 9 S• /�)kPPROX. IRRIGATION Q 59.50 ,59:$7. i� w A ~ LLA\CH PIT CONTROL VALVE EXISTING SEPTIC TANK AP 0 Ip 62.24 9 ' PCK W '.. _ Q � o p TO BE PUMPED AND SEP T K Sp Al ^ � � SET `� REMOVED. REUSE IF P��' y ^� \ EL 58.1E APPRO NGVD CONDITION ALLOWS. �' - -__ e�j• ,� 'L 5�` ' P 0 EXISTING D-BOX TO BE �� - __ a = o REMOVED AND LEACH �40! � 21 ,�•� �\ PIT TO BE FILLED WITH ~~_- GF, SAND AND ABANDONED. C) o QP x Stie --'� RU. �� ° AV TI N FI N TES: ------ AWN o •0 AREA - ,�- EXC A 0 J LL 0 EL-57.0 57.50 t S �! 4 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD �� a x TP #1 '� �� Ito X 6 DIA. SCH X R- BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1HAV OR - ,► ��' i sV2 40 PERFORATED MO' pB 12 �6 `.��e SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE c�i tiry / SEE AIL #�,N S �,,� PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA i Q�' , #2 _ s �- REQUIREMENTS. CONTRATOR SHALL BE RESPONSIBLE FOR DETERMINING INV MEANS AND METHODS, TYPICAL, \ i �d 4 55.97 / 68 5 SBi `� VL 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL w � \ swM LEACHING BASINS -•�- c5 �\ i ,'ryr► �ry s) 2-PRE-CAST H-20 LEACHING BASINS SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL N S s �A9 ` o /� 61D x 6' STORAGE HEIGHT TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED o 8, s• , / WITH 1.0 FT OF STONE AT OUTSIDE PERIMETER � AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED 2p, Ire, `, 150o16AL TOP OF SLAB OF LB STRUCTURE�56.5 (6' STOR HT. + 6' UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. m + 5 O f O , SLAB TOP- TYP.) y �- � � --.SEPSTC � BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING TANK BOTTOM OF PRE-CAST'LB'S�50.0 �� BOTTOM OF STONE .=49.s5� SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE Z a DBOX �-- SEE DETAIL #too-B GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS CQ - � SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS SHEET TITLE 10 FOLLOWS, UNLESS .OTHERWISE NOTED IN PROJECT .SPECIFICATIONS: ABBREVIATIONS - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTM Grading, Drainage and Y 5 LF - 4" �-x - NCB P BOC BOTTOM of CUI D-1557 (AASHTO T-180)-p�C o x '"rx ARE 0 Bos BOTTOM OF sL.oPE TOP 12 INCHES OF ROADWAY SUBGRADE, 95% OF ASTM D-1557 Sept!�C �''e rn plan j �o s=�.t>,r S8 X �-- N + (AASHTO T-180) BOW 801 WALL - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 12 INCHES), 13 , , FlMSFIED Fi.00R ELEVATION 92% OF ASTM D-1557 (AASHTO T-180) SHEET NO x EZ FF 6 LF N 4 - FILLS IN GREEN SPACE, 85% OF ASTMD-1557 (AASHTO T-180) o°o � RVA 0, PVC o pQUM - FILLS FOR PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL. BACK C30 tiF��,2 A 5= mc '� HP Ho FILL), 95% OF ASTM D-1557 (AASHTO T-180) B 2 �y o��, , I _ Lp LOW POINT GENERAL CONSTRUCTION NOTES: DATE : 3117111 MC 70 OF CURB 1. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION 10 0 10 20 TOW TOP OF WNL LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING BASIN ]?AT, SYSTEMS AND REPLACED MATH SAND BORROW PER MHD M.1.04.0 TYPE B SCALE IN FEET s SCALE: 1" - 10' DRAWN/DESIGN BY: MTVCHECKED BY: AIwE ISSUED FOR CONSTRUCTION J 08 NO: 2010-059 C A R D FILE: 2010-f1S9-GD� GENERAL NOTES : BAXTER NYE pa _ 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. 9•) UTILITY INFORMATION SHOWN HEREIN: 2.) LOCUS AREA IS COMPRISED OF : • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UIIUTY COMPANIES TO LOCATE index ENGINEERING & '"'' ASSESSOR'S MAP 120 PARCEL 046-001 - LOT 1 O PLAN BOOK 512 PAGE 31 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF DEED REFERENCE: DEED BOOK 16,741 PAGE 158 EXISTING UNDERGROUND INFRASTRUCTURE; UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE SURVEYING ce WAY ONLY, MAY NOT BE UMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE No. Drawin Title Date OWNER: JAMES E: MURPHY, JR. AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR g 34 OSTERVILLE WEST BARNSTABLE ROAD MY AND ALL DAMAGES WHICH MIT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID r� OSTERVILLE, MA., 02655 INFRASTRUCTURE AND UTIU TIES EXACTLY. IF HELD CONDITIONS DIFFERS FROM PLAN MFORMA110N, THE ' • Registered Professional Engineers 3.) PROJECT DATUM: APPROXIMATE NGVD PROVIDED BY TOWN OF BARNSTABLE GIS CONTRACTOR MALL NOTIFY THE ENGINEER IMMEDWTELY FOR POSSIBLE REDESIGN. C 1.0 Existing Conditions Plan 4113111 and Land Surveyors PRIMARY BENCHMARK : SPOT SHOT AT CENTERLINE OF OSTERVILLE WEST BARNSTABLE • SEPTIC SYSTEM COMPONENT LOCATIONS ARE APPROXIMATE PER INSTALLER TIES AND TITLE 5 ROAD OPPOSITE LOCUS DRIVE ON TOWN OF BARNSTABLE Layout & Dimension Plan 3p�9/11 78 North Street - 3rd Floor GIS MAP 120. INSPECTION REPORT DRIED 11-11-2002, ON RECORD AT THE BARNSTABLE BOARD OF HEALTH. C 2.0 La Hyannis, Massachusetts 02601 ELEVATION = 59.9' (APPROX. NGVD29) • WATER LINE INFORMATION PER SERVICE TIE SKETCH PROVIDED BY CENTERVIL LE OSTERVILLE BENCHMARKS : SEE PLAN MARsroNs MILLS WATER DEPARTMENT ON JUNE 1, 2006. C 3.O Septic, Grading & Drainage Plan 3/29/11 ' PROJECT BENC Phone - (508) 771-7502 4•) ZONING INFORMATION • GAS LINE INFORMATION PER SCHEMATIC LAYOUT MAP PROVIDED BY KEYSPAN Details Fax - (508) 771-7622 ZONING DISTRICT: BA REQUESTED ON JUNE 1, 2006. / C 4.0 4113111 Fax -www.boxter-nye.com OVERLAY DISTRICTS : WP WELLHEAD PROTECTION OVERLAY DISTRICT • OVERHEAD ELECTRIC LINE INFORMATION PER SCHEMATIC LAYOUT MAP PROVIDED BY NS TAR ON YB �- V MINIMUM ZONING REQUIREMENTS eA JUNE 1, 2006 AND FIELD VERIFICATION. -� .l ! C 5.0 Details 3129111 MIN. LOT AREA = N/A -� ON STAMP STAMP MIN. LOT FRONTAGE = 20 - 6 ON T ,, n Gene MIN. LOT WIDTH =�N/A O � 9� I v • . C 6.0 LGg� d & General 3/29111 �H of INAS 1M a FRONT YARD = 20 -�- \ -� . s � �, L I � Construction Notes � ti SIDE do REAR YARD = N/A / N/A 6 � c OR 1931 MAX. BUILDING HEIGHT = 30' J �� 99 �, ZA �, � �4k,3 ° N MAX. LOT COVERAGE = 35% � -0- ON ow 7'A 3 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED S-47' py / ` TES TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. �� HFCO y� -9) SS1on,Al 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD ENE W sD 9A INFORMATION CONSISTING OF PLANS AND DEEDS• 9 / G I D CONSULTANT THE EXISTING FEATURES SHOWN HEREON WITHIN THE LOCUS PROPERTY LINES WERE S � °� N OBTAINED FROM AN oN THE GROUND FIELD SURVEY PERFORMED BY BAM NYE 96, � / UP ff7�73 s °F,� 0 P dl �9 ENGINEERING & SURVEYING ON JUNE 1, 2006. OTHER INFORMATION IS FROM TOWN OF / BARNSTABLE GIS AND IS FOR REFERENCE ONLY. " s — °�►w``� oN `— G S-9 Sj 51$�Q PG PLAN REFERENCES `V 63 °I�w�- LAND COURT PLAN 7687E 4N v / S9 s HELD HN`'� off Q��g0 S`9 CONSULTANT PLAN BOOK 382 PAGE 9 / `S9 G Q� ' Sl PUN BOOK 512 PAGE 31 �j' � s G G EQ PLAN BOOK 44 PAGE 111 1931 LO 4 (SH 6 OF 6) s9 ✓ q�` P / s G 7. COMMUNITY PANEL NUMBER: 250001-0016 D S9 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AN AREA OF MINIMAL FLOODING. ' Sl S9 �- of 8.) ENVIRONMENTAL INFORMATION: s9 4� 9 1> / �9 Now PREPARED FOR : • SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 91Animal 1t 1 • LOCUS DOES NOT APPEAR TO BE WITHIN THE AREA OF ESTIMATED HABITAT OF RVE WILDLIFE PER Hyannis A ima NOSp a NHESP MAP HABITATS OF WILDLIFE" WITHEMA WEADSPROTET PROTECTION ACT RG REGULATIONS 310 CMR 10 ." s S9 / �' •�•• 102 Ansel Mallet Road • LOCUS DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2008 " _ West Yarmouth, MA CERTIFIED VERNAL POOLS. s9 s9 �" S9 LAWN ��-- �\ I • LOCUS DOES NOT APPEAR TO BE WITHIN THE PRIORITY HABITAT PER NHESP MAP JUNE 2008s.9 /S9 s `� "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER •�s, 9�� 6 THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) s9 �, • LOCUS IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE 6 PROTECTION AREA. • LOCUS DOES NOT APPEAR TO, BE WITHIN 100' OF A CERTIFIED,WETLAND PER DEP MAPPING. A ,`` �� M►p� CONTROL eox UM-1 / PLAN BOOK 512 PAGE 31 / 28. SQ. .389t FT ------_ � �� ,g �� w000Eo` + � 0.81 t ACRES Y , �v� qRq� 4 % + Z?� GENERATOR / �� - S9 \` Q, i C� a SHOWER Nwoot) AFL* �JJ m APPROX. / y ,to 9 D-BOX Z 7 m ILI 'ti• �J�s, /��PPROX. IRRIGATION �' '� �� 0 D. Q U*CH PIT CONTROL VALVE S� Sl , / 0: ��. % APPROX. / • - �� a P-BM \ SEPTIC TANK } STAKE SET 136, ryec 1 EL 5&18' APPROI NGVD _ - �_----- W _� i � —�— i + c�N ------ U FeMAauAh Rd ,1 s LAWN R d Fa � �� W TP #1 cM � / 51. ti d S1> m 6 ,S 8 i ,fit • ,� 4qr�� z +\& _ l+ -� 1> a SHEET TITLE s s, s ♦ sue ,. Existing Conditions --- ,-x /X s ♦ Plan S ITE SHEET NO cisogtio Rom`' �9 Q i N DATE : 3 17 11 20 VICINITY MAP NTS SCALE IN FEET Ln SCALE : 1" = 10' q o '- '�� / ♦ ISSUED FOR CONSTRUCTION DRAWN/DESIGN B Y: MIM CHECKED B Y: MINE o JOB NO: 2010-0 9 C A D D FILE: 2010-059EC.dwo 0 0 ;4 SP ' 9 APPLICATION FOR SITE PLAN REVIEW SP# Date: LOCATION Business Name: Hyannis Animal Hospital Subdivision Plan Assessor's Map# 120 Parcel# 046-001 ANR Plan Property Address: 34 Osterville-W.Barnstable Rd. Site Plan Osterville, MA 02655 OWNER OF PROPERTY APPLICANT Name: James Murphy/Applicant has P&S Name: Hyannis Animal Hospital Address:34 Osterville-W.Barnstable Rd. Address: 102 Ansel Hallet Rd. Osterville, MA 02655 W.Yarmouth, MA Telephone: (508)737-3210 Telephone: (508)775-4521 Fax Fax: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: Baxter Nye Engineering &Surveying Name: Baxter Nye Engineering &Surveying/Nutter Address: 78 North Street-3rd Floor, Address: 78 North Street-3rd Floor, Hyannis, MA 02601 Hyannis, MA 02601 Telephone:(508)771-7502 Telephone:(508)771-7502 Fax: (508)771-7622 Fax: (508)771-7622 STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing 0 Proposed 0 Distriet BA Overlay(s) WP Number Number Lot Area 26,369 Sq.Ft. 0.61 Ac. Size Size Fire District COMM Above Ground Above Ground Underground Underground Setbacks ft. Contents Contents Front: 20' Side: 0' Rear: 0' Number of Buildings Existing 2 Proposed Addition UTILITIES Demolition none(renovation) Sewer Public W1 Private Size gal Water Hv Public ❑ Private TOTAL FLOOR AREA BY USE Electric Ta Aerial Underground Existing Proposed Gas IZI Natural H Propane (sq. ft. (sq.ft. Grease Trap [I Size gal Basement 1046 1766 Sewage Daily Flow * 3300 gpd Residential 2124 1459 *GP or WP areas restrict wastewater discharge to 330 gallons per Restaurant acre per day into on-site system. Retail Office 1385 PARKING SPACES CURB CUTS Medical Office Required 5 Existing 1 Commercial(specify) Provided 9 Proposed 1 Wholesale(specify) On-Site 9 To Close 0 Institutional(specify) Off-Site 0 Totals 2 Industrial(specify) Handicapped 1 All Other Uses On Site Garage 1336 1 336 Estimated Project Cost: Fee: Gross Floor Area 13506 14946 $ 200,000 1 $ 350.00 SP-FORM-P1.DOC-06/18/2004 Old King's Highway Regional Historic District File# n/a Approved? ® Yes ❑No Hyannis Main Street Waterfront Historic District File# n/a Approved?[]Yes ❑No Listed in National and/or State Register of Historic Places? ❑Yes ❑✓ No Previous Site Plan Review File# n/a Approved? ❑Yes []No Previous Zoning Board of Appeals File# n/a Approved? ❑Yes ❑No Is the site located in a Flood Area(Section 3-5.1) ❑Yes ❑✓ No In Area of Critical Environmental Concern? ❑Yes F/I No Is the Project within 100' of Wetland Resource Area? ❑Yes E]No Site sketch—informal presentation Yes ❑✓ No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. B Yes ❑No Parking and Traffic Circulation Plan M Yes ❑No Landscape Plan and Lighting Plan Q Yes ❑No Drainage Plan with calculations and Utility Plan ❑✓ Yes ❑No Building Plans,(all floor plans,elevations and cross sections) ❑✓ Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 26,369 sq. ft Total Building(s) footprint 2,482 sq. ft. Maximum Lot Coverage as%of Lot 9.4 % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICT(S): WP Lot Coverage (%) Required 50% Max Proposed 30% Site Clearing (%) Required 70% Max Proposed 70 a (30 o Natural State Remaining) 191 (exist.) PRINCIPAL BUILDING ion) ACCESSORY BUILDING(S) ❑Yes ❑✓ No 11' (adds Number of floors 2 Height: . Number of floors Height: ft. FLOOR AREA: FAR: n/a FLOOR AREA: FAR: Basement 1766 sq.ft. Basement sq. ft. First 1766 sq. ft. First sq. ft. Second 1078 sq. ft. Second sq. ft. Attic n/a sq. ft. Attic sq. ft Other(Specify) Garage=336 sq.ft. Other(Specify) sq. ft. Please provide a brief narrative description of your proposed project: The proposed Project scope consists of a 1,385 sf veterinary office and a 2-bedroom apartment. This will be accomplished through a renovation and addition to the existing single-family structure currently on the premises. Improvements include a 720 sf single-story addition, a bituminous paved parking lot with 9 spaces, a new septic system, and stormwater and drainage systems. Other site utilities are existing and will not be modified. I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to-the bgst of my knowledge the information submitted here is true. � -7 �a � art D e Ma ew P.E. Printed Name of Applican / AGENT SP-FORM-P2.DOC-06/18/2004 Town of Barnstable Geographic Information System March 17,2011 V- v& 4� Z!Zb n .45 Ul IZD SITE lklva U3 0 Er 0--P28 Feet DISCLAIMERS:This map is for planning purposes only. it is not adequate for legal Map:120 Parcel:046001 Selected Parcel ED boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner.MURPHY,JAMES E JR Total Assessed Value:$504300 1?--Ioo'may not meet established map accuracy standards.The parcel lines on this map are only graphic representations of Assessor's tax parcels.They are not true property Co-Owner: Acreage:0.61 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:34 OST.-W.BARN.RD such as building locations. Buffer GENERAL NOTES 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. 9.) UTIUTY INFORMATION SHOWN HEREIN: BAXTER NYE " " 2.) LOCUS AREA IS COMPRISED OF : • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-88s-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE Index ENGINEERING & ASSESSOR'S MAP 120 PARCEL 046-001 - LOT 1 ® PLAN BOOK 512 PAGE 31 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF DEED REFERENCE: DEED BOOK 16,741 PAGE 158 EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE OWNER: JAMES E. MURPHY, JR. WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE SURVEYING 34 OSTERVILLE WEST BARNSTABLE ROAD AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR No. Drawing Title Date - OSTERVILLE, MA., 02655 ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID Registered Professional Engineers AND UTILITIES EXACTLY. FIELD CONDITIONS DIFFERS FROM j 3.) PROJECT DATUM: APPROXIMATE NGVD PROVIDED BY TOWN OF BARNSTABLE GIS CONTRACTOR RSHALL NOTIFY THE ENGINEERFIMMEDRTELY FOR POSSIBLE REDESIGN INFORMATION, THE C 1.0 Existing Conditions Plan 3/17/11/ and Land Surveyors PRIMARY BENCHMARK : SPOT SHOT At CENTERLINE OF OSTERVILLE WEST BARNSTABLE . SEPTIC SYSTEM COMPONENT LOCATIONS ARE APPROXIMATE PER INSTALLER TIES AND TITLE 5 ROAD OPPOSITE LOCUS DRIVE ON TOWN OF BARNSTABLE GIS MAP 120. INSPECTION REPORT DATED 11-11-2002, ON RECORD AT THE BARNSTABLE BOARD OF HEALTH. C 2.0 Layout & Dimension Plan ... y 3/17/11 78 North Street — 3rd Floor ELEVATION = 59.9' (APPROX. NGVD29) • WATER LINE INFORMATION PER SERVICE TIE SKETCH PROVIDED BY CENTERVILLE OSTERVILLE Hyannis, Massachusetts 02601 PROJECT BENCHMARKS : SEE PLAN MARSTONS MILLS WATER DEPARTMENT ON JUNE 1, 2006. C 3.0 Septic, Grading & Drainage Plan 3/17/11 4• ZONING INFORMATION • GAS LINE INFORMATION PER SCHEMATIC LAYOUT MAP PROVIDED BY KEYSPAN Phone — (508) 771-7502 ZONING DISTRICT: BA REQUESTED ON JUNE 1, 2006. / C 4.0 Details 3/17/11 Fax — (508) 771—7622 OVERLAY DISTRICTS : WP WELLHEAD PROTECTION OVERLAY DISTRICT • OVERHEAD ELECTRIC LINE INFORMATION PER SCHEMATIC LAYOUT MAP PROVIDED BY NSTAR ON � www.baxter—nye.com MINIMUM ZONING REQUIREMENTS - BA JUNE 1, 2006 AND FIELD VERIFICATION. OSMIN. LOT AREA = N/A ` ON ``` Ufi� C 5.0 Details 3/17/11 MIN. LOT FRONTAGE = 20 STAMP S T A M P MIN. LOT WIDTH = N/A Oy FRONT YARD = 20' ' �G w� oy `'� C 6.O Legend & General 1 - s SIDE do REAR YARD = N/A / N/A E� Q, G ON ON Construction Dotes o MATTHEW y� G t MAX. BUILDING HEIGHT 30 oy i �� N MAX. LOT COVERAGE = 35% l 5. A TITLE SEARCH HAS N o �` ' ��\ ��\ �l'I 4 NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED 5.47, 90 - X C s ��, crs1E g TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. H y l - 1 s �`Epp 9�1, s EN 1 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD STgr f ��";� -� �� ' &A "''�`i t p ( , INFORMATION CONSISTING OF PLANS AND DEEDS. ` c5� THE EXISTING FEATURES SHOWN HEREON WITHIN THE LOCUS PROPERTY LINES WERE > (� �' l wA� "` G 1y G DE c� Cr oy G CONSULTANT OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY RAX�'ER NYE ` � � UP 72 3 G \ ENGINEERING do SURVEYING ON JUNE 1, 2006. OTHER INFORMATION IS FROM TOWN OF C� / / Y, oy � c BARNSTABLE GIS AND IS FOR REFERENCE ONLY. " �'� OF+w::::7 G PLAN REFERENCES: oHw� `' LAND COURT PLAN 7687E ni 3 / 6H � PLAN BOOK 382 PAGE 9 ,�� / � L;163 65. off L' CONSULTANT PLAN BOOK 512 PAGE 31 Qv� H� �, H G PLAN BOOK 44 PAGE 111 1931 L.O. (SH 6 OF 6) _ Al �� • / � � G E(�P 7.) COMMUNITY PANEL NUMBER: 250001-0016 D 13S a� v� OHw ON c THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AN AREA OF MINIMAL FLOODING. oHl�� 9 �� \ , PREPARED FOR : 8.) ENVIRONMENTAL INFORMATION: �. • SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). • LOCUS DOES NOT APPEAR TO BE WITHIN THE AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" ��c� / �10�SS. I'� Hyannis Animal Hospital FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). / s �� o' • LOCUS DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2008 V'tr% �, J ___ Q PGG�g 102 Ansel Hallet Road CERTIFIED VERNAL POOLS. - S � U� � �i-_--- '�,` o�5�2 P P. ' West Yarmouth, IIIIA • LOCUS DOES NOT APPEAR TO BE WITHIN THE PRIORITY HABITAT PER NHESP MAP JUNE 2008 ti s __ r�9___ _ S / "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER •9s,� 0 ✓✓ �, �' P 8 THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) ,' 6 �- \ 119? I • LOCUS IS WITHIN A STATE APPROVED ZONE II GROUND WATER .RECHARGE - � ' ' �` `\ PROTECTION AREA k�00 OECk ' �? n \, • LOCUS DOES NOT APPEAR TO BE WITHIN 100' OF A CERTIFIED WETLAND PER DEP MAPPING. �c� / IRRIGATION CONTROL 80X IAT 1 / \ PLAN BOOK 512 PAGE 31 woo26,369t SO. FT. D ` 0.61 t ACRES V� 1 St t�. GENERATOR >- 0� 62 41* \ ti IL P/�ET O O \\ SHOWER \1 .J S J S \\ \ U •_Q 1 v c / w ` N WOOD Dftk / — / APPROX. - / y ,� D-BOX _ .� ,yp�• 7�PPROX. IRRIGATION . 1 LEACH PIT CONTROL VALVE O Q •4+ APPROX �'' a Z 40 0 P BM \ SEPTIC TANK STAKE SET +f' EL 58.18' APPRO�, NGVDTP r ✓✓✓f l k 00 _ - - LAWN � 50 M z TP #2 ��t. ► .; w ' '�. �685 a C S + V `j, z ' SHEET TITLE co Existing Conditions Plan C.nm ` X �0RE �NC P � SHEET NO 17 ON Ln yp A X x r ,0 Ciao ✓¢ �ti _x �tjy / -9,1�90 p��OT 5 DATE : 3 17 11 ti a ` F �'�A / 10 0 10 20 �y q RIV, SCALE IN FEET Ln TA OA L/� SCALE : 1" = 10' DRAWN/DESIGN BY: MTM CHECKED BY: MWE o J O B NO: 2010-059 C A D D F I L E 2010-059EC.dwg 0 NOTES: �'�- �'' =�' V�) BAXTER NYE � 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN � �\-- / ENGINEERING & ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE—CONSTRUCTION '�-- SURVEYING MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ' `� — _ =--\\ Registered Professional Engineers ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. ' and Land Surveyors �xj 4. EXISTING PAVING EDGE SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE 0 -- TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO 1 78 North Street — 3rd Floor 1 REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH _ cc ~— L - Hyannis, Massachusetts 02601 SUITABLE COM PACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. `�' �� Phone — (508) 771-7502 5. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE �!\ , ` ` ` Fax — (508) 771-7622 ` APPLICABLE. www.baxter—nye.com 6. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN _ ORDINANCES. �._� i �� L I C S T A M P _ S T A M P 7. AAB RAMP DESIGNATED THUS IS TO BE A HANDICAP ACCESSIBLE RAMP TO BE r Jx�. ` 193I L _ AS -&A WITH ADA AND AAB REQUIREMENTS. � ��"��•,._, �-- AY --, _ -_ ,,..__,_____ ��oFh/ CONSTRUCTED IN ACCORDANCE / 0t'1TA o nnA1r -W Cn / ? �� -.•�. V -�,``,` CP VEMENTTSEEOAD 8SIGN SUMMARY -j i / STONE w E 4 HEREON M.U.T.C.D. C s G� SPECIFICATION TEXT QUANTITY Q� j' �� R=15' `�-`_` �N / AL NUMBER WIDTH HEIGHT UP #17213 i - O�hNi bl CONSULTANT R7-8* 12" 18" y L TREES TO 0 n/r � f `REMAIN , � , � � PR_OP OSE_D E OP REQUIREMENTS OPENING LOCAL CONSULTANT SEE PEDESTAL CURB *VAN V V6 —— SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN INFORMATION AND WORDING REQUIREMENTS WITH _ ? o, /LA,n�nSCAPE LOCAL AGENCIES AS NECESSARY. �'�- c s / <0 Fenn � TREE TO LOT TRANSPLANT .20. R=5 r Q��r�Cir �'--- V A PREPARED FOR ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE -a �- _Typ fEDERAL HIGHWAY ADMINISTRATION "MANUAL ON r-� � � -A ,��% FRONTAGE UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), `. \ / — Hospital LATEST EDITION, ALL. APPLICABLE CODES, AND LAWN R=5 Hyannis Animal LOCAL REQUIREMENTS. LOCAL REQUIREMENTS, �;� \� �i 2 . �' 102 Ansel Hallet Road / ----_ West Yarmouth, MA WHEN THEY EXIST, SHALL SUPERSEDE MUTCD. * ADD "VAN ACCESSIBLE" WHERE ,APPROPRIATE �� ' w000 ° o� V. COLOR AND WORDING PER LOCAL REQUIREMENTS , ��`' ~�` /�� F�K 1 / ?o, r. LOT 1 SIGNAGE SHALL CONFORM TO TOWN OF o, ?P \` gNOSCgp } Book s i 2 FACE 31 BARNSTABLE BY—LAWS. \ 0� 'J gREq £ \ ® 26,369± So. FT. WOODED R 5' 0.61 ACRES `Jc /, 38.0• VESTIBULE DOS STD = R y wool) I `' °`IS qM£ G a�o <</NG LANDING r AIQ (Tp FF 34 BITUMINOUS DETIL CONCRETE 8CR� \ 6,p ti.. C£ ARC ' ro `' (� - two ApgR �F'RjH� �� o� r.l a. Q £w Y / R7-8* p CkfT FSNOF REMOVE WIRE SHOWER AND PICKET FENCE ,- �:� \•�\ , y � two/ , O o / f , �'., we = OC REMOVE \. } 8'X8' DUMPSTER J EXISTING WO PAD AND TRASH ` STAIRS AND FCK CUT RAMP / DETAIL E SEE DECK SEE DETAILNo= C #401 w Z W N o .J �Q Mp CCe -3' CURB ? ��o OPENING SRO Z � � � own w qp , H � jyStpfin N st� � Y~ 0 F S ell) in LANDING \fl / ,� P O Q r.. n;' r Z ? \ + z 001 \ y s11P0 p LAWN — / q' a. ZONING TABLE ZONING DISTRICT: BA (,c5 OVERLAY DISTRICTS: WP (WELL HEAD PROTECTION OVERLAY DISTRICT) & ZONE II o r NPNRPV `�� + -' ALLOWED USE: OFFICE RESIDENTIAL PROPOSED USE: VETERINARY OFFICE do 1 APARTMENT PREP EXIST USE: RESIDENTIAL EXISTING BUILDING = 1 1/2 STORY BUILDING w TOTAL PROPOSED ADDITION FOOTPRINT: 720 S.F. ~ GROSS OFFICE FLOOR AREA: = 1,385 S.F. 40 REQUIRED ALLOWED HG PROVIDED ROPOSED MIN. LOT AREA 0 26 369t S.f. 00 FRONTAGE 20 FT 179.12 FT O \,✓ -- FRONT SETBACK 20 FT 50.4 FT z SIDE SETBACK 0 18.6 S H E E T T I T L E REAR SETBACK 0 49.1 Y x `\ ,--- MAX. BLDG. HEIGHT 30" 2 STORIES 11" 1.5 STORY Layout and Dimension v�RE g � MAX. % LOT COVERAGETOTAL PARCEL 26,369tSTRUCTURES) �g 229t S.F.) (24%482 S.F.) Plan FLOOR AREA RATIO FAR N/A N/A _ - v �, ANDSCAPING:10% INTERIOR PARKING N/A N/A SHEET NO a , X c TREES — FRONT YARD (1/30 FRONTAGE) 3.2 3 �? <cT G TREES — PARKING AREA 1 8 PS N A N AC20 IMPERVIOUS AREA WP OVERLAY 50% — 13,184 S.F. 30.2% — 7,952 S.F. 0 �4n ATURAL STATE 30% MIN. (WP OVERLAY) EXIST — 8,659t S.F. PROP — 7,795 S.F. 33% 30% DATE : 3117111 PARKING TABLE 10 0 10 20 c , VETERINARY OFFICE = 1 PS / 300 S.F. 1385/300 = 4.62 9 SPACES 1 APARTMENT = 1.5 PER D.0 +1 GUEST 2.5 3+ BY DRIVEWAY & GARAGE SCALE IN 'FEET 7 HANDICAP VAN 1 1 1 1 SCALE : 1" = 10' 0 �" DESIGN VEHICLE PASSENGER DRAWN/DESIGN BY: SDM CHECKED BY: MWE JOB NO: 2010-059 C A D D FILE: 2010-059DM. __ gyp•. 7� O:= .. -_....._. _.... GRADING AND DRAINAGE NOTES: w _ BAXTER NYE - 1 1. DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & \, DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR _ ENGINEERING &BM - SURVEYING 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT AKE SET W �\// ,.,,. EL. 39:7 APPROX. NGVD TRANSPORT BEYOND THE LIMIT OF WORK. 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR �,� /- 798 Registered Professional Engineers `1 APPROVED ALTERNATIVE, TO CONTROL THE DUST. / \ and Land Surveyors 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 6" 0 \ ly - , LOAM, SEED, & MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS ' ,� / \ \ W 6 6 6 ' 78 North Street - 3rd Floor UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF nN�'f `- GC_) ��= l \ \ - _ -� , _ Hyannis, Massachusetts 02601 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OFF oN F ` '-� w `� P) 5 CURLEX OR EQUAL. Phone - (508) 771-7502 oHU ` \ \ ` s0 / \ Fax �1 - (508) 771-7622 6. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR \ CIL H-20 LOADING. / \ '��? °,til,� - , s� _ -- --_ Ur _ www.baxter-nye.com 7. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL PROPOSED `= �� S9 c °y1� \ j'I C STORM WATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER SEPTIC c oNI,� \'� ^*.' 1931 STAMP S T A M P SYSTEMS AND HAZARDOUS STORAGE TANKS/FACILITIES. �� JL'� oN�,, L OLIPP CN i,\a 9 8. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR H•�;' C�°oy oN _ (so , WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE SHALL BE /^' ECO/ ti� `tio �� W I DE) TA ` w �, ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24 . BACK FILLING MATCH EXISTING GRADES _.;t f r -- - - - CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST \ wq` `�. v c J9 � ` _ fi��. r3� 3� STON � BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). r -•�` \ OAD \� ' Oy 9. ROOF DOWN SPOUTS SHALL BE TIED INTO ROOF DRAINS AS SHOWN ON PLAN. / /� / UP #172/3 oNur c \ _ ` G�fig '"L `'` ROOF DRAINS TO BE AT LEAST 10" CPP AT 0.5% SLOPE MINIMUM, UNLESS j- c i / �, / s� oHw�o c \ `� 9 QI? OTHERWISE NOTED. MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. / i � �� S o -- c 9 8`L CONSULTANT 90 10. ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. \� �� '/ `' 9 �o HE 6� .--- � � �� 59.80 � off HP 11. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE ; i v '��IP _, ,0 59 _ MANUFACTURER RECOMMENDATIONS. / ,v/` - - �S� ` RSEE DETAIL /�'__ 4tv. �_� --___•_�-lE 4" (� r _ '621Q - 4 ,__�' °Nt�` nH o `� r CONSULTANT SWM`LEACHINGc�ASINS ANb �10-RETENf10N AREA #2 / 2-PREyCAST 4i-20 LEAgi�-BASINt_ V� > '� 61D x 6' ST AGE HEIGHT 1( \ OHtk, j WITH 1.0 FTQ STOVE A�4t 7SID /RERIMETE� ?vq _ 10 pQ 5815 (Uk �VE�FRAME do GRATE) ho, _ i ANpSCAP� RIM AT GRATE INLET= // ��.��EEEE� K1 NC 'L _ TOP OF SLAB TOP- I OF l8 S U�CT.UP 56.5 (6 STOI HT. + 6 _ -___ SETBACK BOTTOM OF PRE)C ST S . //.0 6 \ 59.4 boc �__° FRON r BU�L�in �i _- �� 11-7 / , O o BOTTOM OF STORE �49. / ^� 69 tOC !_>> c SF_rE Ck ___ PREPARED FOR / SEE DETAIL 140. 15 * 1 ` `V 59.4�0 '-- ADJUST IRRIGATION /� f' J S �`__ Hyannis Animal Hospital AS i (t \ �� F ---- - -=� q 59.55 REQUIRED 102 Ansel H llet Road a s West Yarmouth, MA INV , � � lti0o ' v � 56.04 I RO S�j. ofok �O s car 59.72 10. IRRI ION O ON BOX �, S �� L 1' 1 �1YC�pf / 1 � P BOOK 51 2 PAGE 31 / WOODED � 26,3t�Qf S0. Fr. HP 0.6 ACRES r- WOOD _ ERATOR O / o J 6 TIE ALL STRUCTURE DOWNSPOUTS INTO4CiNG N f RELOCATE 59.73 \ ROOF DRAINS (TYP.) EXISTING Hp L � o 0 GENERATOR SF 62.24 p 59.83 HPINSTALL S. 4 INV = 59.9c5ac � SILT FENCE 55.41 �� AT WORK INV = �� p� C7 56.48 r k LIMIT7. ■'■■� V__ Y� ^\�� RO 61.19 59.1� SHo ADJUST aQk 61.19 X ' cc IRRIGATION v'� X 59:95 -� 5 y�� j/ IN FIELD AS 1 O ,d REQUIRED k'00 1.1 _ - -�- -- INV IN ` 9 J \ fOk = 55.0 �J Q > A PROX. 61.19 � 59.60 boc _ C �Mqk 59.51 boc �� \ r o 59.50 . A,PRoX. IRRICATloN p �e p , 59$7 - Q L E,�1,-H P!- =1TROL VALVE q��SF 24 i F- y .Now = ... EXISTING SEPTIC TANK AP ' 0X O/ O S P F- ,: P-BM TO BE PUMPED AND SEP T •JK /ST T/ON ^ 9 �' STAKE SET REMOVED. REUSE IF �,?©ORY ��r L- S \�` ' w Z. •" EL 58.18' APPRO . NGVD CONDITION ALLOWS. , SF- ___ Mid r 9 �, 54 R{F #�i1P S p Pr Q M - REMOVED AND LEACH EXISTING D-BOX TO E '� / FEQ _ - - 21 boa''---- DETAIL, O � O � PIT TO BE FILLED WITH 6, -6 b / M SAND AND ABANDONED. 59. �i o / \ AWN Of 5 X / o �\ \ Tp1 J� ; RO 57.50 �� R-57.50 58 X I=55.125 LB S 2 q 6 QG� a t ryry 56.2 / S o ,�� EXCAVATION FICr / LL NOTES. TP #2 = p�F 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD w F , INV / �' ti A. 55.97 1��5 BE FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1 H:1 V OR � SWM LEACHING BASINS AND BIO-RETENTION AREA #1 SUITED 'WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE K �f 2-PRE-CAST H-20 LEACHING BASINS �- PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA � REQUIREMENTS. CONTRATOR SHALL BE RESPONSIBLE FOR DETERMINING w ti0 // � � 6 ID x 6 STORAGE HEIGHT WITH 1.0 FT OF STONE AT OUTSIDE PERIMETER ` =x o �9 `\ 1500 SAL ��` TOP OF SLAB OF LB RIM AT GRATE T STRUCTUR=56.5 BEEHI (6-FRAME HT.�+A6`") , MEANS AND METHODS, TYPICAL, o ' V ° sE"C 1> sue Top_ TYP.) 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL } TANK 6 INV. IN- 55.0 SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL m �QGq BOTTOM OF PRE-CAST LB'SL30.0 TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED o f- DBox g �ji BOTTOM OF STONE EL=4s.5" AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED z SEE DETAIL 40 53 ac #154 UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING SHEET TITLE SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE ■ _ Grading, Drainage and 5 LF � 4` X '� N0� P GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS ,: --_P_VC O fi x i x `MR� F� SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS ■ o s 2.ax �� -- �f -!- FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: Septic System Plan - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTM o S� ABBREVIATIONS -L R . D-1557 (AASHTO T-180) LF N 4` E BOC Ci1R6 - TOP 12 INCHES OF ROADWAY SUBGRADE, 95% OF ASTM D-1557 SHEET N O PVC O N BOS BOTTOM OF SLOPE (AASHTO T-180) ti BOW BOTTOM OF WALL - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 12 INCHES), C3w0 MAT 92% OF ASTM D-1557 (AASHTO T-180) - FILLS IN GREEN SPACE, 85% OF ASTM D-1557 (AASHTO T-180) DATE : .3117111 / HAUNCHING AND INITIAL BACK GB GRADE BREAK - FILLS FOR PIPE EMBEDMENT (BEDDING, w HIGH POINT FILL), 95% OF ASTM D-1557 (AASHTO T-180) 10 0 10 20 _ - - 'P Law P01"T GENERAL CONSTRUCTION NOTES: SCALE 1N FEET TDC TO OF GARB 1. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION SCALE : In = 10' TOW TOP OF WALL LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING BASIN DRAWN/DESIGN B Y: MTM CHECKED B Y: MWE SYSTEMS AND REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE 8 JOB NO: 2010-059 C A D D FILE: 2010--059-W-S.dwg UTILITY NOTES: SEPTIC SYSTEM CONSTRUCTION NOTES: BAXTER NYE 1. CAU17ON: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH ENGINEERING & �.. TYPICAL SYSTEM PROFILE 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS ' NOT To scA1.E THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH APPLICABLE. SURVEYING NOTES: HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE , � 1. ALL MATERIALS SHAH MEET H-20 LOADING REQUIREMENTS. r.. START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE 62.24 SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN Registered Professional Engineers • "'"1 -" Exrs»HG GRADE - �� SET V LEAST DIVE YANNDLE FRAME FRAME IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN PRIOR APPROVAL BY THE ENGINEER. and Land Surveyors � oa/ER TO WITHIN s• of + cam. "�,.'�� RISERs COVERS SHALL BE MRATBMff Rt5FR5 � COVERS SHALL BE WAtD�1r HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, FIN�II ( " 58.01 FNISFI Oa�oE " THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO 78 North Street - 3rd Floor BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFTLLING, NOTIFY THE tEn GRADE OVER LEACHING TRENCH _ 578+ _ OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. Hyannis, Massachusetts 02601 24 "4. INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION _ 3' �' s u^�' scH 40 #WALL ONE INSPEMIOM �M DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE 4. ALL SANITARY DISPOSAL � PIPING TO BE 4" SCHEDULE 40 PVC. Phone - (508) 771-7502 PVC o�-0.024 •7 ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, PNC OS=0.020 5 lF"4 SCH �0 PVC COMPACTED Fu ACCORDANCE WITH MANUFACTURERS UNLESS OTHERWISE NOTED HEREIN. +1�� $INV OUT - 55.59 s• MIN. OS-o.o2o FIRST 2' (TO BE 2• u� DOUBLE wpm 91 ("in) Cww R�NDATlora Fax - (508) 771-7622 INv IN= 55.01 To' + 14- NV our- 54.76 LE�+EL) STONE IX To 1/2. OR 36- (ma) Cawlr VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, 2• GEOTIOM FABRIC PER 310 S " BIOOIFfI>SfR 1600BD (� BXIAL) 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A www.boxter-nye.com t. PVC M= � Q_ a�R 15247 LEACHIMc clwMLeERs TELEPHONE do DATA/COMA AND RELOCATE IF CONFlJCTING WITH GAS BAFFLE s' SUMP out=s4.42 CHAMBER TOP PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE 54.8 BAFFLE ; : C SCH 40 SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. STAMP REINFORCED CONCRETE,-, s' CRUSHED -+rr *.:. �� ; UTILITIES AS REQUIRED. S T A M P *NOTE: CONTRACTOR TO �5iDNE BASE L6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF rr, VERIFY PRIOR TO STARTING -- � 24• EREcnrE : CONSTRUCTION THAT THE �~ sSTOW � DEPTH 4 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN OF COVER. ALL UTILITY CROSSINGS. ' IAA HEw G�� PROPOSED INVERT WILL `� �;STONE s 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER ^ `� w.Y �-A WORK WITH EXISTING DISTR�.ITION BOX OM) 1.600 GALLON TWO-COWPARTI M 8�'TIC TANK IH-201 s' M+ 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED DISPOSALS. IL INTERIOR PLUMBING OF THE 4 cr STRUCTURE No Groundwater Observed O Elev. 45.80 F BETWEEN WATER AND SEWER LINES. WHERE WATER LINES CROSS SEWER �o SOL A0 90APTION SYSTEMS" LIVES, THE SEWER LINE �-L BE LOCATED WITH A MINIMUM VERTICAL 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT �� ,,,7 E UNSUITABLE SODS, 8E1DAI►THE PBLSTONE B" (1oP CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, SsrONAL OF SAS), SHALL BE RE00 TO THE 'C FIORIZON•AS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR RIMLWED - SEE QONSTRUc'"IlOtl NOTE J5 IHEWW LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION CONSULTANT LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CONSTRUCTED OF 11AECHAf�fK,AL JOINT CEMENT-LINED DUCTILE IRON PIPE ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN LEACHING AREA REQUIREMENTS SOL LOGS DATE - 02/25/11 FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE NITROGEN LOADING LIMITATION: 330 GPD AC WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES "� DOUBLE WASHED STONE GRANOFAT RED FLOW OF S30 GPD SOIL EVALUATOR: 13ARNSTABLE SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE ao 5 " eloolFfvsER lso9 K (OR EQUAL) DIST. LINE IN BASED ON EXISTNG S BEDROOM SYSTEM BOARD OF HEALTH AGENT: BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN LEACHING CHAMBERS SIEVE WILSON, P.E. DAVID W. STANTON R.S. THAT THEY ARE WATERTIGHT. INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR C O N S U L T A N T TEST PIT 1 TEST PIT 2 POSSIBLE REDESIGN. A7 UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / RESIDENTIAL USE: 2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD 4. THE ON-SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS INVERTS OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF " G.S.E. = 57.8 G.S.E. = 57.5 BEEN DESIGNED, AND SHALL BE CONSTRUCTED, IN ACCORDANCE WITH CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE VETINARY OFFICE: 50 GAL PER KENNEL X 0 KENNELS PROPOSED 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V AND DEP TITLE V CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 1' 31.67' 1' AS REVIEWED WITH THOMAS MCKEAN. BOH DIRECTOR, IDENTIFY LIMITING FLOW USING AP; IOYR 3/4 ; SANDY LOAM AP; IOYR 4/4 ; SANDY LOAM PRESSURE DISTRIBUTION GUIDELINES. 33.67' OFFICE SPACE: 1385 SF X 0.075 GAL/SF/D = 104 GPD PREPARED FOR : 10" 56.96 16" 6.16 5. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, do BACK PLAN VIEW MIN. DESIGN FLOW = 324 GPD FIRING FOR ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO NOT TO SCALE < EXISTING GRANDFATHERED FLOW OF 330 GPD B ; 10YR 5/4 ; SANDY LOAM B ; 10YR 5/8 ; SANDY LOAM THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR Hyannis Animal Hospital SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR USE EXISTING DESIGN FLOW = 330 PGD 240 ELEV 55.80 32` ELEV 54.83 ADDITIONAL INFORMATION AS APPLICABLE. 102 Ansel Haliet Road 9' GARBAGE GRINDER (NOT INCLUDED) = N/A C1 ; IOYR 5/6 ; MED. SAND C1 ; 10YR 5/5 ; MED. SAND West Yarmouth, MA FINISHED GRADE PERC RATE = <5 MIN. / INCH (CLASS 1) 64" (ELEV 52.47) 72" (ELEV 50.95) N Esc 36"MAX.-9- M N COMPACTED FILL,,FILL,, �� LIAR = 0.74 GPD/S.F , ALL DESIGNED FOR 2" LAYER DOUBLE WASHED �- DM TOP OF CHAMBER MIN, LEACHING AREA OF_S.A.S. REQUIRED: 2.�MANHOLE a1EPs SHALL BE STONE 1/8" TO 1/2" PIPE INVERT 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. C2 ; I OYR 7/4 ; MED. SAND C2 ; I OYR 7/6 ; MED. SAND INSTAUED AT 1r as FOR THE FULL oEF`H OF THE srRUC1URE. " " ih - PROPOSED SYSTEM: 144" (ELEV 45.80) 144" (ELEV 45.50) 3 PROVIDE Y IwoacauTS FOR PM WIN 3/4 TO 1-1/2 24 r MAX CLEARANCE To OUTSIDE OF PIPE. DOUBLE WASHED EFFECTIVE 5 N ADS-BIODIFFUSER 16008D LEACHING CHAMBER UNITS NO WATER OBSERVED NO WATER OBSERVED MORTAR ALL PPE CONNETrTIOHs DEPTH WITH 3.1 OF STONE ON SIDE 1 OF STONE AT ENDS, 6 STONE BASE TO ELEV 45.80 TO ELEV 45.50 4,,IONT SEALAW NIVIESH PRECAST WC'TIONS STONE 1� , ' , , , SHALL BE PREFORMED BUTYL RIMER. 404 SIDEWALL AREA: (33.67 + 9)2 x 2 DEPTH = 170.68 SF PERC A 77 (ELEV 51.38) , ME T BOTTOM AREA (33.67' x 9') = 303 SF RATE= <5 MIN IN RATE= <5 MIN/IN D DRAIN :I FULL MORTAR AND (VAFES-SEE PLAN) CLASS I SOIL CLASS 1 SOIL MAMWORTAR gIADE COURSES cur BRICK AND I TOTAL EFFECTIVE LEACHING AREA = 473 SF MORTAR z IIRICIC MAXIM TYPHCA<Lr, Y.1b 3.1' 2.8' 3.T' SYSTEM DESIGN CAPACITY = 473 SF x 0.74 GPD/SF = 350 GPD 5 e�ac �) >I CERTIFY THAT Of APRIL 1995, 1 RIVE PASSED THE SK EVALUATOR VARIES SECTION SEPTIC TANK SIZING: FIRST COMPARTMENT=330 GPD x 200% = 660 GAL ExAMIt�TKIN APPROVED BY THE DEPARTMENT OF EWRONMEWAL • 'NOT TO SCALE SECOND COMPARTMENT=330 GPD x 100% = 330 GAL CO PROTECTION � TTHHET THE ABOVE ANALYSIS WAS REEQUIIUD , MER►ISE M BY ME A'•g'°R"°E • ° "kTNAL eAOACHING CHAMBER DETAIL ND,E4 ° ° , •(M,o1.D, MAw6NG TA PLASTIC LE USE 1500 GALLON TANK MIN. DESCRIBED IN 310 aaR 15.017 SEE ro e ADS-BIODIFFUSER 160OBD (OR EQUAL) DATE 24" LAYUP LENGTH 76" PER UNIT �' �� ^ �' ' i-1;Y.9 °I1AND TAMPED NJ ... gTAI BACIaiL NVERr SEE NOTE 4 "� ''' *HAND TAMPED rS ?-i �JrF �f •COMPACTED ••• a, GROUT BEDONG °. A STABLE FOUNDATION. O o A STATE /�T� 'j UNSUITABLE FOUNDATIONS MUST BE UNDERCUT AND REPLACE WIN cc A SUITABLE BEDDING MATERIAL 1r 4D•DIA. J v.- •COMPACT TO WX MODIFIED PROCTOR(ML)IN 6•LIFTS(MAX) »COMPACT TO>1S1[MODFED PROCTOR(1f1.) ED6"uFTs(wx) H ONLY IF UNDER PAVED. 0ONCIEIE OR HAS(' SURF 'Q `S_ AHiEL1S 9UIM,EH;T TO voHlaR AR AID PEDES7R A" 1RAFf1C Azzzz� d �.., >r y' -'V F1r1A1 BAgfFlll IN GDIFRAL EMB=X T AREAS 0 BE } NoRI {•ii COMPACTED 70 80%MODIFIED PROCTOR(MIN.)IN 1r LIFTS(MAX) W LZ! aV N 1r COMPACTED COMPACTED •••FOR SANITARY SEAR MANS.6•BOOM SHALL BE BACKPILED J O GRAI1 BDTINow SLSGRADE -3 4" roa r o roleaF GRAB ►- vim Q m I- y mum w C- CATCH BARN ICB1 SHALLOW COVER N.T.S. C_ UTILITY TRENCH N.T.S. W Z 106 DwTAIL 11e DETAIL 0 Of 24' DIA. C.I. FRAME a SOLID COVER, MARKED LABARCN CO FRAME a BEHIVE COVER- "DRAIN-, TO BE PROVIDED AND SET TO FINISH SEE DETAL/14O-A HEREON GRADE ON EACH STRUCTURE FOR 24• DIA. C.I. FRAME do SOLID COVER, MAINTENANCE ACCESS, TYPICAL, UNLESS COMPACT BAdQtl FLIER FABRIC FRAME SHALL BE SET N FULL MORTAR BED MARKED "DRAIN', TO BE PROVIDED OTHERWISE NOTED. DESIGN FOR H2O LOADING. AND SET TO FINISH GRADE ON ENVELOPE - ALL SDESa BOTTOM a PRECAST CONCRETE RISER STRUCTURE AT LOCATIONS AS SHOWN OVER TOP OF STRUCTURES. To BE MPAR 14aN OR EQUAL Z PAVED PARKING N PUKE HOLD RBI NOT ABOVE PLANS ON PLAN FOR MAINTENANCE ACCESS. STONE DROP , GRADE AS NOTED ON PUWS FLASH GRADE O SLOPES VARY HEREIN. SEE PLAINS FOR 7REA� 12 WE TRIP. 12'M. NOTE 6 a 7 � ►- 4S CPP ELBOM OYERI AY FABRIC it UK OVERLAY FABRIC (W . i3 ' w. .•+ .•. :, . i f.A. .�Ji. Np• �• '. •. 2'LATER �o ��n 1 �4n �� ✓/. U 1r e•TaPsol</sANo MIX SM-_ ��,�, O -o 0 0 o to 10 o 'o° .. ° ' ro a:o: a :.0 0 0~: r:"m o °° PfA►sTaNE .°�,�0,��° q,, O. p .+ 3Yf MR�a:.1� 1r M.N. °.�'o ° ° s ° ° (s) 1r ° w 1 CPP PPE 1Br PEAT S`°8`• 0 O C3 O O O O O a:$.. °•8 0 O C3 O 13 O O ® 0 8.°w. IONOCKUIJIS u �� o:o ° 4» -o*.• 0 O O O O O ® O 0 3 4-;j'r CtF°AN o • 0 O O O C3 O O ® 0 •0 .214 OW �WASHED °e"�� "eo STOW' �CLEM VMS) w~� iO �� CPP PPE Ir PEAT a SAID MIX ,, b°u• >s NLM IOt NOM ,Coo o°. 0.STONE •°° tt NNI Nr!aw �M °�u ( ) w M J ° ° D O E3 O O O m � D ° ° ° m ° D O O O 0 O 0 0 0 ° ° Qop o_° o V F- Z 12- 3AC TD 1-11r TASTED ee'�D $Or o o►1' eo�e 1E �•ocn ENVELOLIER PE-ALL SIDES. BOTTOM ! + o c (CONNECT 70 ADDITIONAL Q oLO CRUSHED STOE 0 O C3 O O O m O 0 °!0 0 0 '• o . 0 O O O O O O m 0 0.oLEACHING BASIN OF S 10 BE .o• � LEACHING BASIS AS REat11RED) Q _ °.° °. MIi VARIES SEE PLANS FOR SIZE, PERFORATED PPE °Oo' 0 O O O C7 O m O o 0 0 o O O G O O f0 0 ° ( T ro � PRECAST1' q_ .1' m TYPE a MatFseAH .° f • • • • LEACHING BASINS AS REOUIIED) �y O' Nuw!ER�° T6 o D0nmSPMff(AR W"M BY NKHTEM 1r TOE STOW DROP PROTECTION p a p° 'C° •° 4.n�» °° O CROSS-SECTION �o$, Cr, 0 0� it POIF PVC SET LEVEL Qr �6D PLACED MHERE RUNOFF S LEAVING °' FL1FR FABRIC AT BOTTOM OF 0. v "• EDGE OF PAVE ENT. USE 31,C ae TILL STRUCTURES 70 FLIER F11E5 d�6 .� oo + FLOW FLOM MSED STONE S O+ , FOR B LIP OUTSIDEAIIC OF STRUCTURE. • °° ••o P'°o BASINS- SEE KM FOR IMSERLFAdFHI1C •�uu �D • • �, a VRAIP PAVED PARKING 1� °• � 140H OR EQUAL(�) O LBs R,�D °°�° 1' mX SHEET TITLE m d• L •o �o•. Co a • 0 0 00 ooao000 0 0 w E65 FINISHED GRADE a VEGETATED FLIER AREA VEGETAIM FLIER AREA �' d • o'°° °°°o o •� °° ■ • °- Details N N SITION NEE CO � ° SUBSURFACE LEACHING BASIN (TYP.) - PLAN VIEW TRANUPUNG .-+ . • 4"CIA, CPP PPE •.BIG-RETENTION AREA• N.T.S N Opp ENLARGER 1' MI �� LEAC HM BASKS AS REQUlDM CONNECTION TO AIDIDnIONAL 6'LA V1R OF 3/4•-2' ACCFPTMIF n 4S CPP NINE •• ••• ••• „DT CLEAT MtA9HED S1TX4E SUIDGRA� �DEIFRME3) W CPP EI90HF SEE STOW DRAINAGE PLAN FORBy THE 1 1. BASE =110N SHALL BE MONOLTTMC M1H our"DIAMETER. LAYOUT AND QUANTITY. SHEET NO 2.ALL PRECAST COMPONENTS SHALL BE DESIGNED FOR H-20 LOADNG. CF _ 3.CONCRETE SHALL BE COMIPRESSIVE STRENGTH 4000 PS. TVPE I CEMENT. o 4•Ak SON 40 PVC 44 FRAHM AND WAMS 04ALL BE HEAVY QM AHD Q6TiNG W 1W MH-W 4AABNQ. Q J , PPE CPP E<eow SEE NOTES FEREOH a LANDSCAPING Pj� PERFORATED PPE &PROVDE 'r KNOCKOUTS FOR PM M7H r MAX. CLEARANCE TO OUTSIDE OF PPE MORTAR ALL CPICk PLAN FOR PLANTINGS BA00 CT TO LEACHING PPE HM ANDARD�FRAME a HOVER SHAM LEFT MUNICIPAL A Dlm STATE SPEaFtt•,ATTOH9 C400 o FOa4NG ME?N APPUCABLE o CPP`PPE MRAP WE N 7.STANDARD MANHOLE FRMW a COVER SWRLL BE SET N FULL MORTAR BED. AMW TO GRADE DATE : 3117111 o �#E WWFLIE F O O O O O O MTN CLAY BRICK MHEH GRADE TO TOP OF PRECAST LNT DISTANCE IS 1'-0'OR LESS(5 COURSES (11RAFl 140N) MAX.). USE 901 CONCRETE BLOCK MIEN DISTANCE IS GREATER THAN 1'-O". p Holm- F �/�jABLE B FLIER FABRIC SW1�R�19TALL D PER MM FACTIMM REOOMENDA 9mL OCCUR BETWEEN ADACEHI`SHEETS OF A�� 00.. 1. SEE PLANS FOR PPE SONG. IDENTFES ON PLAN LIST 3/4"SHOE ENCASED ARMW 6"CAP S 5' GF a*_4WiOA1011 71NICH feNVRAiED PVC OURET PPE o ROOF DRAM NTs G. 8*-RETENTION TRENCH FACILITY ILTs SUBSURFACE LEACI#�IG BASH WITH BEEHIVE NTs SCALE : NONE 140-0 DETAIL DRAWN/DESIGN BY: SDM MTM CHECKED BYMWE 132 153 DETAIL JOB NO: 2010-059 C A D D F I L E: 2010-059-DLDWG 0 0 N 0 BAXTER NYE ' -1 ENGINEERING & [4* THICKSURVEYING CONCRETE SIDEWALK CURBIF REQUIRED IRED VARIES GFINISH RADE I ` DACE 12' WTUM I Nou3 Registered Professional Engineers � � and Land Surveyors ( COURSE) DISH DETECTABLE 6' 21 SEE DETAIL. #418 PAVEMENT _-X -X-X y u WARNINGSL>: ��. SLOPE „� _ TDP a,Re BITUMINOUS 78 North Street - 3rd FloorSURFACE DETAIL 04W. VAS-' �. (BINDER P 1' BITUMINOUS SURFACE COURSE/TOP COURSE pXp,+,iN�� Hyannis, Massachusetts 02601 T V. PER MHD M3.11.03 TABLE A 1' Doe - OF CURB ::.:::::.:.:::::::::.::::::::::.::::.:.: PREMOULDED JOINT " p : .:d..:y"}�°v:o 2. 8111Nr1NO4 S BASE COURSE/UNDER JOINT FILLER 4' ROW. CONC. S1J18 SEALANT ,> q p° ,:�p.�,•j. :.;dp: ..,r.,Q PER MHD M311.03 TABLE A W/ 6 X 6 W 1.4 X W 1.4 ( � Phone - (508) 771-7502 ,.Acl dp0. ° Cad•, • "d,00af°. 10- GRAVEL BORROW M1.o3.O.TYPE A OR B w.w.M. Q�D� Fax - (508) 771-7622 i �tl 00. o°� •° .4 °�' 0 ••��900E _ .o R•�: �a;O OR RECLANED PAVEMENT BORROW M1.11.0 6' GRAVEL. BORROW WWW.baxter-nye.COrYi _F 0 0 00 O 8 '° g • ° 0.4 oc .0 ° 6, COMPACTED °1! 0 ° 8°. .4 O° d?° °b e.. .:oo V:'.ds.•o' a9 g 1/2- MAX .8 00 00 o°p .d�°p ob 8°�0 C �•(� p� SECTION o0 8o o 00 Oo 80- NOTES: p .� o . ° •1/2' STAMP STAMP 0 0 °'0 0 H°�.4 0°0 0• op p e o0 �S•TANDARD OUTY FLEXIBLE E PAVEMENT 001PACTED sLM1GRADE 1. CEMENT CONCRETE STRENGTH 1. THE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP 2. PROVIDE EXPANSION JOINTS ` OF 1E Cv\ 2. T�MAXMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE SLOPES SHALL BE ZOX OO1lIPOSITIOI AND COMPACTN]!1 ACCEPTANCE TESTS MOULDED JOINTJOINT FILLER WITH PRE- CONCRETE /�� DY v'm EXCLUDING CURB RAMPS SHALL BE 5XC BITIMAIlOUS COMPACTED 1. OBTAIN SAMPLES FROM PLANT TO INDICATE OONFi0IRM1ANCE WITH M3.11.09 3. PROVIDE TOOLED DUMMY VIL' 3. THE MAXINIM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB TACK COAT 1/2' PREFORMED RAMPS SHALL BE Ox � BASE EXPANSION JOINT 3 4. A IMiNMI OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY 2. PAVEIEEIT DENSITY AS OUTLINED N M3.11.09 JOINTS AT 4' O.C. � RHO PERMANENT F 4 FEETACLE IN ACCESSIBLE ROUTE (LAIN. HYDRANTS, COMPACTED 4. PROVIDE BROOM FINISH IN BLDG. FACE OR S T E UTILITY POLES, TREE VEILS. SIGNS. ETC.) SUBORADE 3 ALL SAMPLES TO BE TAKEN IN ACCORDANCE WM11H AASHTO T230 ORES PERPENDICULAR FIXED OBJECT `sS/ONAL E� 5. CURB TREATMENT VARIES. SEE PLANS FOR CURB TYPE 4, MATERIALS SHALL MEET OR AICCEED THE REQUIREMENTS SPEWED IN SECTION M3.11.00 DMSION M , 6. BASE OF RAMP SHALL BE GRADED TO PREVENT POND*a MATERIALS AND THE FOLLOWING SUBSECTIONS JOINT DETAIL 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. MINERAL AGGREGATE :M3.11.04 BITUMINOUS MATERIALS :M3.11.06 MINERAL FILLER :M3,11.05 COMPOSITION OF BASE COURSE :M3.11.02 CONSULTANT 5. THE BITUMINOUS CONCRETE BASE CMIRSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT SECTIONSAWVISIONS aF SECTION 460 FOR CLASS i BITUMINOUS CONCRETE PAVEMENT, TYPE i-1 6. CLASS 18111M INOUS PAVEMENT.TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AID SHALL HAVE A MINIMUM OF 95x COMPACTION. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 ACCESSELE CURB RAMP - TYPE 'B' N.T.S. C- CAPE COD BERM (CCB) N.T.S. C- BI'Rl ORM CONCRETE PAVEMENT SECTIONS NS.S. C- CONCRETE 81"ALK N.Ts C O N S U L T A N T 401 DETAIL ' DETAIL 4" DETAIL 4" DETAIL PREPARED FOR : 0 0 °°° Hyannis Animal Hospital 102 Ansel Hallet Road 1-1/4• x 1-1/4-x 4' WOOD STAKE AT 6.3 FT O/C SITE 54Yvilest Yarmouth, MA OR APPROVED EQUAL STOW L24M TO BE PARKING SIGNS FOR HANDICAPPED MIRAFl SILT FENCE (M11RAF1 10DXQ . PER MHD�'0 SEE PLAN FOR PLACEMENT SPEC M2-02Z OR APPROVED EQUAL a ' g}bq' s.`.� q '�r^�Q Pi HANDICAPPED RAMP (SEE RAMP DETAILS ; ,4}; FOR APPROPRIATE DETAIL) 19 ` ! �• A A 'VAN' ACCESSIBLE •' - � HANDICAP SPACES 4. SOLD STlBPING -`� :,;:� PLAN VIEW NOTE ACCESSIBLE RAMPS 0 45. 8- O.C. AND CURB RAMPS WHERE Etµ VEw TOP OF Owu4:L MAY VMY- SEE PUN FOR LAYOUT TOP OF STONE- SEE PLAN FOR LAYOUT OF STONE POURING OF A SEPARATE �n INTEGRAL COLORED SIDEWALK CONCRETE IS REQUIRED. INSTALL SHEAR DOWELS 2'-0' O.C. KEYWAYS TO INTEGRAL COLORED RED PREVENT HEAVING OF RAMPS WORK MIN. EXISTING �b. 1�v0ow�otl� 1-4 CONCRETE ON DETECABLE WITH ADJACENT SIDEWALK OR AREA 4-( PAVEMQIT .a.a m the p1m. MAXIMUM SLOPE 2x IN ALL DIRECTIONS WARNING SURFACE CONCRETE SURFACE. Sbo 0M far Shp �. .r _ -+ Q FLOW PROTECTED AREA FILTER MIOINTABLE BERM 4"min, 41P fim - Jd AL (WEnAw) STONE DEI-M TO BE 1.5 TINES THE WX. b VAN VAN 1W CRUSHED STONE STONE Dw MR NOT LESS THAN 12• ri W RLTM FABRIC _ N 3' TOP OF AL S-SEC7TaN MFa�FT 7O=OR EOUAL PROFILE VIEW A. Q PLAN OF DETECABLE WARNING MIN. NOTES: � � SURFACE ( ) 1. ENTRANCE VOIN SHALL BE A TWENTY-FIVE (25) FOOT MNMUM, BUT NOT on (t)Namur:. aN,n.Y. be dd IL VARIES PER MANUF. LESS THAN THE FIIU_ WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. O1""p1o" U) PLACE 4' OF FABRIC 2. THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WINCH FLTFR FADIW 5'-0' 8'-0' 8'-0' 8'-0' 8'-0' 8'-0' ,�0.2'H ALONG TRENCH AWAY SHALL PREVENT TRACKING MA OR QUIRE FLOWING RI SEDIMENT ONTO PUBLIC Mwlrl 70ox OR Ea1At FROM PROTECTED AREA RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITFN cc BAdaTLL AND TAMP AOpTNONAL STOiE AS COIb1T10NS OdAi10 AND REPAIR 0R CLEANOUNT ��for acbjol mm«�.w.» s.. Plan OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SP2JED. SECTION VIEW 0.9 DROPPED. WASHED OR TRACKED ONTO PUBLIC R10NTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. 1. ANY FiLL REQUIRED SHALL COMPACTED TO APPROPTtIOE DENSTTES y x Y'� 2.35' (TYP.) PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 2. GEOiEXTLE SHALL BE PROTECTED FROM PUN IOIC., CIRRI., OR TEArRNG. ANY DVAW SHILL BE �' L L REPAIRED BY OVERLAYING ANOTHER PENCE OF FABRIC OVER THE DAMAGED PORTION WiTH A MN OF won 4' SOUD WHITE EPDXY RESIN 12'OVERLAP OR COMPLETELY REPLACING FABRIC. W E 40 PAVEMENT MARKING (20 ML THICKNESS) TYP. , _ 1 y v-F u-� 3. THE STONESHALL BE PRICED SO TWUT IT IN WITH BLE NS IN THE SURROU GROUNDcc C4 IF THE SiUkE 6 PLACED 700 HIGH THE FLOW WILL BE FWM OUiME OF THEJ H 0904 SECTION OF ,DOME STAW' CHANNEL`NUSM E PATTERN IN SURFACE �C W. � rr SILT FENCE BARRIER NTS a STALL ED CONSTRUCTION EXiT NITS � z � m 0.9- DIA� � M. c STOVE CHANNEL PROTECTION NT.S. v 0.2' H o 0 235' o � DETAIL e0o DETAIL eQt W � ' 2.35' o -�eO o o DETAIL a 2.35"I 0 -'�O o o a = D C- HANDICAP PARKING STALL LAYOUT N.T.S. TRIANGULAR PATTERN SQUARE PATTERN 2 1/2-$ 12 GAUIGE ++� DETAIL (EITHER PATTERN IS 3/� DN. HEX HEAD 0 ACCEPTABLE) p 130LT w/HND( NUT 0 2 3/4- MI. DIAL "OFV- PLAN OF DOME STAMP PATTERN IN WASHERS 0 RAIL W/16D GALV. FASTENER SURACE ALL IECTABI E WARNING AREAS Tl E ARE TO HAVE AM INTEGRAL RED NOTE OFFSET SKIN 3 FT. FROM FACE OF o b TFNRU POST NTD DOWEL EM= CURB WHEN REQUIRED FOR CAR OVERHANG FNiSFED � Z DE O COLORLADE V Mm CURB RAMPS MUST HAVE DETECTABLE WARNING FEATURED(TETDG THE FULL 0 N EQUAL t EQUAL .� WIDTH AND DEPTH OF THE RAMP (MID-WALK 'N-UNE' RAMPS ONLY N® 0 H- DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE 0 • 2 IN WADE X 2 1/4' LONG o_ MUST CONSIST OF RAISED TRUNCATED DOMES WITH THE DIAMETER OF NOMINAL 0.9 SEE LAYOUT SHEET 0 INCHES, A HEIGHT ON NOMINAL 0.2 INCHES MID A CENTER-TO CENTER SPACING OF FOR SIGN FACE 0 N EACH END 4 NOMINAL 2.35 IN 0 8•-0' O.C. IMP. W INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST U CONTRAST MATH THE SU IRROUM ICING SURFACES (EITHER LIGHT-ON- 0DARK OR 1/2' MN CIA CEDAR POST DARK-ON-UGHT'). SEE ABOVE. 0 E SHE NIPftOVED ET TAL 13-T X 2 5 POM ACCEPTABLE PAVER: M 2 1/4-4 12 GAUGE 0 01 FASTENED M RAIL W/ 1 3/4- ppy� -HANOVER ARCHITECTURAL PRODUCT, DETACHABLE WARNING PAVERS, �� SIGN D S F 0 n N.UM� M FASTENERS (2-70P WWW HANOVERPAVOMOOM/HTML/bETECTABLEHTML 0 �BOTTOM RAT. i- M�OIE RAIL) F- -TEKWAY - DETACHABLE WARNING SYSTEM. 1MMIMI.STRONG a, GO.00M - - - ER NUWAY - DETECTABLE WARNING PAVS, WWW.NUWAYINC.COM 0 _ Q FENCE MM-A W DUAL _ 1• 6' FRONT AND SDE(S) WITH 1202 TRUNCATED) 2 t/2' GALIMINRED } PAVERS. DO NOT EXPOSE DOMED PAVERS WITH COMPS GRAVEL o m PAVER EDGES SEALED GROUT JOINTS � AROUND POST(TYP.) _ 3/e DIO PAN HEAD er _ GATES V-O' MIN OR FULL R PATCH. REPAIR AND MACH SCREW __ z ' REPLACE EXISTING SWMACE W/)EX NUT ' f� s- Z IN HOED. BLEND TO MATCH A WASHERS _ ~` EXISTING OR REPAIR ANY SHEET TITLE �� . . •z. DISTURBED AREAS of O OR LAC=O •�• , •1i!�;.4'�•i.V:-�.a' �f• h O Details CFF LitsMDMAOC PLSM FDR FENCE DETAINS ,r, `r , :• :.r . . FIBER OR PVC 0 ., :'•.` 41, .// WASHER <� 1' 34`, , • • ,: \\ \\ \\ \\ \\ \\ \\ \ \ \ \ ` 0 1. ALL FENCING DIMENSIONS SHALL BE NORTHERN WHITE CEDAR. ��N. STER ENCLOS E �- ,�:, :•_.:. \ i\\i�\.�\,�\ ,�\\•\ o SAWN Tn THE oIMENSIONs SHOWN oN THE DRAWING, S. / / 0 2. ALL FENCE POSTS SHALL BE TREATED WITH 'CCA' ON ALL aa�aIETIE P��aelT /\ \ \ \ \/ SIN 0 STEINS FOR A DIMENSION OF 3'-0' FROM BUTT TO POST. SHEET NO 4DDD PIN caeFT OaNaEIR W!y \\�\\r\\r\\�\\�, \\�\\�\\�\\i 0 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10' IN GROUND AND 0 SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE. 1. LATEX OR EPDXY / `\ \/` 0 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT C5nO MODIFIED CEMENT '�/ / 'y \�� o AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL MORTAR LEVELING ,�\�/ BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE aRAea uac COURSE. INSTALLED PARALLEL VINO TRUE. DATE : 3117111 SECTION AT CURB RAMP WITH HALAxOH Ar,ouo AI TERRNATE TRUNCATED PAVERS WITH 00"CR TE 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. PAD PewEl�le DOMES FILLED ED BASE Sifi I PANEL ATTACHME 1T 1r C- DUAI�3TER PAD INLS rr. CURB RAMPS AND OTHER RAIuPS NTS o- TRAFFIC SIGN POST NTS STOCKADE FENCE NTS SCALE : NONE DRAWN/DESIGN BY: SDM/MTAI CHECKED BYMWE i 442-A DETAIL 453 DETAIL >7s DETAIL DETAIL J O e N O: 2010-059 C A D D FILE: 2010-059-OTDWG 1 .-_..-_.......... ...._....... BAXTER NYE -1 ENGINEERING & "' r ABBREVIATIONS QERAL coSRcTo NN SURVEYING LEGEND Sim& * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25• ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES 5 2%. ALL , EMI PROP EMI PWW EXW PROP AM ABANDON 1. ALL WORK do MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. Registered Professional Engineers SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS ACCESS BOARD, AMERICANS WITH DISABILITIES ACT do COMMONWEALTH OF - �c� PROPERTY LIE _ _�__ �s LINE LP LP LOW POINT AOJ ADJUST OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. and Land Surveyors " m HP HP HIGH POINT APPROX APPROXIMATE DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. •' PROJECT LIMIT LINE --co- m OVERFLOW DRAIN BB BITUMINOUS BERM GB GRAM BREAK 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE �- ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS. AS 78 North Street - 3rd Floor _ ---- -"- RIGHT-OF-WAY/PR°PETttTY LINE -6'F° ROOF DRAIN Gs °, TC roc Bc BIT MlNan an CURRENTLY AMENDED WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO Hyannis,x2 .15 EC ".15 B'w TOP & BOTTOM MA110N Massachusetts 02601 - -.-•-- -••-••- KJ1SE]�NNENT - s - -S - SEVER LINE CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND INTERPRETATIONS OF ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR YO = 1 . ?'=5 �� BOIC BOTTOM OF CURB LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. DETERMINATION OF APPLICABLE MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL µ ---- BUILDING SETBACK - n"'�- -OHVr- OVERHEAD ELECTRIC, TELEPHONE FIRE ALARM X% �- SPOT ELEVATION «/LEADER * 2,x 25 2txxi SPOT ELEVATION BOS BOTTOM OF SLOPE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH Phone - (508) 771-7502 STATE HIGHWAY BASELINE - - - w - WATER LINE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. Bow BOTTOM OF WALL i o00 10+00 BASED m_ FP- FIRE PROTECTION LINE - BONG LocATION STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS 27, ALL ELECTRICAL, TELEPHONE, / Fax - (508) 771-7622 CCB CAPE COD BERM AND PERMITS. DATA COIN AND FIRE DEPARTMENT CONDUITS ARE TO www.baxter-nye.com -__- CONSTRUCTION LAYOUT ----_- GAS LINE 0 TEST PIT LOCATON BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILUNG, ZONING LINE - E ■ BEAK MARK CSE COBBLESTONE EDGING EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPUCABLE CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL OR E mC -E/DC UNDERGROUND ELECTRIC. DATA/COMMUNICATIONS LINES �----♦ TIE IN 1O EXISTING GRADE ElEV ELEVATION CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. CONTRACTOR/SITE CONTRACTOR. --- - - TOWN LINE SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. STAMP S T A M P STALE LIVE -- - _ T - UNOERGibUND DATA AI COMMUNICATION LINES EXIST EXISTING 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. jP��H oF��gss FIRE ALARM � A` SWAMP Ea EQUAL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO �a y HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES /�o�' MA•i-1- �� F1� POLICE CABLE ---- 50' VIEILAND BUFFER FON FOUNDATION AND OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. � fi _._ GRAVEL SAD MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED o E EOP , CATy_ CABLE IV ---- 100' WEILA D BUFFER FF FINIM FLOOR ELEVATION ON INFORMATION CONTAINED WITHIN THESE PLANS. IL - - - - EDGE OF PAVEMENT 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT � 200' IEILAND BUFFER GB GRADE BREAK OTHERWISE TREATED SHALL BE STABIUZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED 31 3 -- - BITUMINOUS CURB p!r F ■ CATCH BASIN SQUARE OR ROUND CATCH BASIN 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, LIMED AND MULCHED UNTIL GRASS STAND IS GIST T ( GC GRANITE CURB THE LOCATION. ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY LOAM BORROW PLACED, SEEDED, FERTILIZED, CAPE 000 BERM =DW DOUBLE CATCH BASINESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM s NEIIAND � GRANITE �G DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR Pcc PRECAST CONC. CURB _w_ D� INLET FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. WETLAND FUG HC HANDICAP OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS - VocVERT. GRAN. CURB ®DA1H DRAIN MALE 100 YEAR �� PLAIN 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH _ _ HP HIGH POINT SLOPED GRAN CURB - =� TRENCIi DRY FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION EROSION CONTROL BLANKETS (ECB) OF CURLEX OR EQUAL. MITIGATION AREA LIE U LANDSCAPE AREA AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE CONSULTANT LIMIT OF CURB TYPE PLUG/STUB �• THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND EDGE OF WATER LP LOW PO ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND INT ----- SAWCUT Frr,� TITS► FLARE) END SECTION PRIVATE, AS REQUIRED. SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED MAX MAXIMUM METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE . -� o MATCHLINE -. �-/ HEADWALL m TELEI'HaNE MANHaE 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND MIN MINIMUM LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION ® CONTROL STRUCTURE TELEPHONE MARKER MCC MONOLIIIIC OONCfREIE CURB HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY sWl SOLID WHRE LINE Ts TRAFFIC � REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. CONSULTANT sn NK: NOT IN CONTRACT SOLID YELLOW LINE ® Sw SEVER MANHOLE 51 p � BOX HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED MONUMENTS INCLUDE, BUT ARE NOT LIMITED T0, TOWN BOUNDS, MASS HIGHWAY BOUNDS, ® TRAP FACE NT5 NOT M SCALE INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS -P" - - BROKEN Via LINE FIFE ALARM CONTROL PANEL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE AND STONE WALLS WITH DRILL HOLES. F� Fg PCC PRECAST CONCRETE CURB BROKEN YELLOW LINE r' ° FIRE ALARM BOX PDRA PREMMY DISIURBED RIVER FRONT AREA CONTRACTORS FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES swift SOLID CHANNE1ZNrG LIVE W p PAR EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND ® wAlER MANNROLE PROP PROPOSES U11UTIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT 90uD CHANNELIZKHG LINE ;>� WG WATER GATE T� ® TELEPHONE RISER LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. PWW PAVED WATER WAY IV PREPARED FOR : __. DOUBLE YELLOW LINE .. -» TAPPING SLEEVE. VALVE, REMODEL SL & BOX RISER IBM6. THE CONTRACTOR SHALL. BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR STOP LINE PRESSURE REDUCER REM REMOVE INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN} y SIAMESE CONNECTION R&R REMOVE W RESET REQUIREMENTS, AS APPLICABLE. Hyannis Animal Hospital STM GUAM RAL Or FIRE HIIDRART R&S IBM AM STACK 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, 102 Ansel Hallet Road WOOD GUARD RAL "`' a WATER ME1fR IRET RETAIN INCLUDING THOSE IN CONTROL OF UT1UTIES NOT SHOWN ON THIS PLAN, (SEE ---1 -°-'� FENCE rw Pre CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. West Yarmouth MA . POST INDICATOR VALVE SGE SLOPED GRANITE E)(iNG _ PATH 0 ® WELL SOC SLOPED GRANITE CURB 8. BAXTER NYE ENGINEERING do SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES TREE LINE MONITORING WElU_ TEG TIE INTO E)QSiNG GRADE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. _�-- -*-x-x- CHAIN LINK FENCE 0 IRRIGATION CONTROL VALVE TOC TOP OF CURB 9• THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW STONE WALL 0 SPRINKLER HEAD FOUNDATIONTOF TOP OF MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED INING- --�- v RETA WALL r AS "REMOVE AND RESET". (R&R) C7 ter _ ® HAY BALES 0 0 GAS GATE TOS TOP OF SLOPE 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION LANDSCAPE NOTES- "" CR GAS METER TOW TOP OF WALL NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND - . ---- -+ MINOR CONTOUR moN ELECTRIC MANHOLE TYP TYPlCA BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS PLANT SOIL SHALL BE 1/3 SPHAGNUM PEAT MOSS AND 2/3 FERTILE MAJOR � a] ELECTRIC BOX UON UNLESS OITERVSE NOTED REQUIRED FIELD LOAM BY VOLUME. TOP of SLOPE �E`� ELECTRIC METER VIF VERIFY IN FEW BY CONTRACTOR 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED -- -r - -WT- BOTTOM of SLOPE # LIGHT POLE VGC VERTICAL GRANITE CURB IMPROVEMENTS SHOWN ON THE PLANS 00 NOT CONFLICT WITH ANY KNOWN 'EXISTING MULCH SHALT. BE HORTICULTURAL QUALITY �fEMLOCK INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE BARK. f E FLOOD LIGHT DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY TREE PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF �L LIGHT tnim UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION REACHING A HEIGHT OF 30' A MATURITY. BUILDINGIGH-� �-a LT POLE (SINGLE) ACCMP ASPHALT COATED CORRUGATED METAL PIPE OF THE AFFECTED WORK. •nl _! ``T �°R * H SINGLE LUMINARE CAP 'AIM ALUMINUM PPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR SHRUB PLANTINGS SHALL BE COMMON VARIETIES CAPABLE OF Q ]�� LOADING DOCK CP CU1ST IRON PIPE A MINIMUM HEIGHT OF 3' 0 MATURITY. }. ■�. ... DOUBLE LUMmwRE COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT 0 ]40w OVERHEAD DOOR TRIPLE LUMINAIRE CIT CHANGE INTYPE BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM 0 BOLLARD THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE .�-- QUAD LUMINAIRE CMP CORRUGATm META.PIPE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND LOWER STORY PLANTINGS: SHRUBS 30-46 INCHES y � p DUMPSTER PAD - vvA<L PACK ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK O o � O SIGN OONO Comm�- WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF cc m DOUBLE SKIN 0 MANHOLE CPP 1 IGH teRSITYI OMw 1"Ux DOftv"11D MADE IF NECESSARY. THE AMERICAN NURSERYMENS ASSOCIATION. J Pw � PLASTIC PIPE - SMOOTH INTERIOR � • PARKING METER _-_ -0. UTILITY POI� y MARE 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF fo PARKING COUNT fi •-� fin'POLE/GUY POLE CS an STOP FOR WATER LINE OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND PROVIDE 6" TOPSOIL do FINE GRADE, SEED, FERTILIZE AND LIME ALL COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. AREAS NOT OTHERWISE NOTED. >C 40 ao COMPACT PARKING STALLS F ® HAND HOLE DIP DUCTILE IRON PIPE 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION Q m O �W� L ® PULL BOX DS DOWN SPOUT MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. ALL PLANTINGS AT DRIVE WAY ENTRANCES WILL BE MAINTAINED TO - y .22 ® SOT FENCE/HAYBAIE A HEIGHT OF 3 OR LESS AS TO N07 OBSCURE TRAFFIC VISIBILITY. now CROSSWALK DIVERSION BERM/SWALE E ELECTRIC 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY ~ .■� w AND HAY BALE CHECK DAM FCC FRAME AND COVER FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. CONC. PAVEMENT w Z *+ 0 STANDARD DUTY FLDME PAVEMENT PI POINT OF INTERSECTION FAG FRAME GRATE 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION RRKGATION NOTES (WHEN REOWEDI MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY O HEAVY DUTY FUME PAVEMENT --® WTH STFLARED ONE E SECTION �) G GAS RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS w ® HAND" RAMP STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL TO BE WATERED I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE a HANDICAP PARKING 6'PD PERIMETER DRAIN HYO HYDRANT PERSONNEL ON THE JOB SITE AT ALL TIMES. TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. E', �• ID INTERCEPTOR DRAIN VAN-ACCESSIBLE HANDICAP PARKING PAVED wA1E]2VIAY(PWW)� 17, THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER VM WITH STONE PROTECTION INV INVERT ELEVATION PROJECT SITE. STORAGE OF THESE ITEMS WALL NOT BE PERMITTED ON THE EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH z ® CART CORRAL ® JUTE MAT IN SwALE PD PEW ORA DRAIN PROJECT SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND PROPER PLANTING, I.E. VERIFY ROOT BALL SIZE FOR PLANTING. o lEO LEVEL CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. Detail no.on DETAIL,OR SEC" REFERENCE PVC POLYVINYL CHLORIDE PIPE RAINBIRD CONTROL VALVES, COUPLINGS, SPRINKLER HEADS SERIES 1812 ~ � a Sheet no. 0 TREES 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL AND 1804 SHALL BE USED. USE TORO SUPER 700 LAWN ROTOR WHERE RCP REINFORCED CONCRETE PIPE BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL REQUIRED. � STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, ,� C SHRIs RD ROOF DRAIN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER MAINLINE AND LATERAL LINE PIPE SHALL BE CLASS 200 PVC w S SE1�ER DELETERIOUS DEBRIS. IRRIGATION SLEEVE SHALL BE SCHEDULE 40 PVC n 19. TREES AND SHRUBS 'WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY N SD STORM DRAIN x UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. INCLUDE BACKFLOW PREVENTER ASSEMBLY AND SPRINKLER CHECK w a T TELEPHONE 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S VALVE DEVICES WHERE LOW HEAD DRAINAGE MAY OCCUR. a TAPPING SLEEVE. VALVE a FOR WAER SUPPLY LL TSverB T OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, PROVIDE IRRIGATION T eoX RISER SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE THE MUNICIPALITY, OTN R AUTHORITY OR OWNER WHERE REQUIRED BY Ln CONTRACTORS EXPENSE. m a UP UTILITY POLE a 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. 1T SHALL BE THE o vCP VITRIFIED CLAY PIPE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE z w WATER LOCATION OF SUBSURFACE ROCK. SHEET TITLE E 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTIUTY f FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES DAMAGED BYccCONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE rq in 23. RTWETSW THIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS Legend ES NOTED OTHERWISE. N 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS SHEET NO M TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR 3 INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND � REPLACED. C6mO J O C DATE : 3117111 0 N i' J d J S C A L E : NONE o DRAWN/DESIGN BY: MTM CHECKED BY: MWE 0 o JOB NO: 2010-059 CADD FILE: N O_ O N_ 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' P ' k i 20'-0" 20'-0"addition 101-0" >01-0• Ft--------------- --------------- , O I I s'-(r I --- Storage I Cf) -I I I Closet s 2• ---------- e� I I I I I C I i L- -J I I •�% CN 00 I I I I o I I t I I I � I I I I I 4"-3,000 psi poured cdncret I 3'x3'xl8" thick I 2 :1)(V 2 21 I floor slab,fibermesh re - footings (typic I 2 smooth,burnt finish I I I I I U I I Treatment I I I I 4-J o 19'-1" o I I I I I I o I I I i Q O I ao cold,cut or I I — — cP mechanical joint( I i I f �, mid way I I level 3-6 --� I I I M H � I i " I J I i T- � shaded area to I I I remain residential R-3 r.T.,� -J - -7 I I Addition Foundation Plan I I I I I I O0 I 3-1/2" concrete I Ifilled pipe columns -J -J I l Exam#1 Exam#2 V (typical) .79 -6" I I I emove existing i slider ^ I I I I I d° r2866 2866 L----� I I I I I O�� Rear entrance cut opening into 3'-6" e In D' abled Lay. ,..I and mud-r�tpIn new basement 'r.,o0 circle % 4i 7- - .� 9'-4 5" 18'-5 8 �4'-7" Bath provide 2 HR. ceiling `�' Kitchen rn entire area I � " Ln walking ramps 1 -and rail -8 ¢ it v, M Storage 2866 to be detailed 9 x`� by actual " 5/-0" 2 hour door 1" = --- 3-6 norm. closed 81-4- field conditions 4 s i, Pantry gg ni � �4 F 515 bq r Ln ^� . _ RECEPTION " fireplace Dn Poured concrete �- I 7 X1Sting piers for ramp - 15-4 8 and entrance Foundation __..- - --! provide a 2 hour fire new fire f 2' 0" level rated wall r structure counter (�•� 2 HR. door rating on these walls .® norm. closed pp 42"walking ramp up = pltuam�> �� Waiting i 100 rm Area replace existing wind N cut back -+ o P g ow r� #2 1\100 . < 1 w/9-life insulated door existing wall 5" 1 , v ry t 3 ' Q Waiting 1" '•� � r Exist P .. • 3068 Area entranc N .. w � ,'F ' Fi 9-lite #1 t s a , 4 hatched area to become business B-2 with a 2 hour k { 5'-0" rated ceiling � � 3 1 1 ^.t e "a�,. ,�,.,. �t4 , ,4^fir • 1 ear (i,"1 �'r1 �' 16-0 existing x ��'�dz AM 1� �� Foundation Plan First Floor Plan Designed by. 1� � g RAF Mar.201 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' f reduce window size to allow for new roof 30 year,3 tab,fiberglass reinforced roof shingles(suitable foe zone 110 B) on Advantech Zip System Roof Sheathinf T. on prefab.roof trusses @2'c/c ' t.- -- roof straps required o (\\ M • ° ` existing O (\\4 verify this to be s: a y same as existing Ridge vent Ridge vent bedroom white cedar shingles on Advantech Zip System wall eave sheathing on 2x6 wood studs H10 Hybrid Hurricane'rift12 @16"dc,R-19 insulation open aN 6 h roof to kitchen • rw4 2 �f N R-30 insulat here girtcered by fabrics below Q cc outline o closet tripple header exis bathroom r—I O Ln 8"overhang on stair wallr--4 gVoors ---------, �t .. I vented soffit I g'-o" � T:nr:i stin � frame this between q g ,si existing stairs gable and stair wall 0 Utilize comer holddown e hh^� v 6'-8" at 3 exterior comets �� bathroom { of addition -1 •� 3'-11" 3-6 existing hall 4-J I t double I • I sill Advantech flooring panels r`1 L———— �9\ 34.0850° �—23M"Tongue&Groove 4'x 8' clo• • truss joist 9 1/2"truss'oist @16'do r—Advantech Rim Aoerd (2)cent.#4 t&b ----------- 5/8""J"bolts @ 4'do �— (4)2x10 girt clo• 10" TJ header existing grade I existing grade 3" 3 1/2""lacy"column existing bedroom b�i1p • 6- 8"thick,4000psi Pce • '""'� 4 foundation wall • • to become a ^' 36"sq.x12"thick existing �O 1" 18"x 10"thick continuous I poured concrete footing ds 3'-8 2 poured concrete footing bedroom living room +— l , W 1"� - - - Cd V) r� remove closet! _ . Q) 2©'-0" 20'-0" '� rci Section 1 Section 2 V O O Existing 2nd Floor and Proposed Changes �+ O ".T. �� c n3 � j ¥: •� fi �y r s$Fk ifs � 1 { {; 1 A �� • P��rY �'',w' .h n' 4 y�jy �kn{"`t 301, dCtiw �N� 44t ,' R t ,e s A- 3 Designed by: RAF Mar.20 1 10 20' 30' 40' 50' 60' 70' 80' 90' 100' 5- white cedar shingles on Advantech Zip System wall sheathing on 2x6 wood studs 30 year,3 tab,fiberglass reinforced @16"dc,R-19 insulation j roof shingles(suitable foe zone 110 B) Ie-S1Ze existing window on Advantech Zip System Roof Sheathinf on prefab.roof trusses 2' roof straps required J \ r ..4 r' 1 CN , ' , . ` • � 1 ICI III !'I III I � � N . I f .I I II 'I I _ Dds , i ; I Ex istuag r0 o � white cedar shingles � • r-i C22 (W.) `� on Advantech Zip System wall rr! �. white cedar shingles sheathing on 2x6 wood studs U ^' on Advantech Zip System wall i , • ` ;\ TW2442 @I6"c/c, R-I9 insulation sheathing on 2x6 wood studs ` 16" c/c R-19 insulation N IN t 11 I I i 4-J j I 20'-0"Addition -i 4-J Addition I I I I I ---------------------------------------------------------J-, --------------------------------� I— V -----------------------------------------------------------� �--------------------------------� O Right Rear Elevation (from street) Rear Elevation P4 g Note. All trim boards to replicate existing L O 30 year,3 tab fiberglass reinforced roof shingles(suitable foe zone 110 B) on Advantech Zip System Roof Sheathinf on prefab.roof trusses @2'cic roof straps required addition I m rear fix} $ ! 3 L __-_` r= a_- -:.:,sir. .:a•:.: li `�— ..3' h I I I i I L t K I 'I I' x - --- -- - __ ---- ---- -- -, _; t E ♦ I i L, I 'I II I, I � I • Y n II - _ -- I 1_ - _ - _ - -- -- - _ - - r I - - - - -- — ' Y I I I I — — 1 1 / I l I ----New Entrance/Wind Break--- 4 'c' CIS C22 (t'P) _E Ell Ll 41 white cedar shingles _ _ a � 0 3 h Z g System wall I ----___----- -- i I - i I � I � � ,a>r � • ;_. 0 0 on Advantech P Y to of existing, I ,, P g -- - a sheathingon 2x6 wood studslow new floor @16" c/c, R-19 insulation I : A Ll Li and remp platform -: IS ap I z walking I y I ram I I Existing ' I I I f I I i A-4 ------------------------------------------------------ - -------------------------------------- Ell] Designed by: Addition Existing Left Side Elevation Front Elevation RAF Mar.201