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HomeMy WebLinkAbout0070 SEAPUIT RIVER ROAD - Health ti 70 Sea_puit River Road Ost rville' P t £ Y y `-\ € COMMONWEALTH OF MASSACHUSETTS r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF.ENVIRONMENTAL PROTECTION MAP 07 0. PARCEL ..- -�-�- LOT - - TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION , Property Address: 4 / Owner's Name: RECEIVED Owner's Address: , Date of Inspection: L 6 0'0060 MAR 1 8 2003 l Name of Inspector: please.print) `t0 ' 4t TOWN OF OARNISfkR,LE Company Name: �j Z HEAd:F a,DE Mailing Address: '7 Tel Number: �,`'I7 CERTIFICATION STATEMENT • ` I certify that I have personally inspected the sewage disposal system at this eddress 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'Passes ction 15.340 of Title 5(310 CMR 15.000). The system: Conditionally Passes Needs Further Evaluation by the Local Approving Authority ails Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system.or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP..The original should be sent to the system owner and.copies sent to-the buyer, if applicable,and the approving authority. I Notes and Comments ****This report.only describes conditions at.-the time bf.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 6/15/20.00 page 1 t � Page 2 of I 1 ;t OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION`(continued) Property.Address. ' ' dr.irN+w«n..rrei w . Owner: Date of Insp2172 ection: Inspection Summary: Check:A,B,C;D or E/ALWAYS complete all of Section D A. System Passes: .I have not found any information which indicates that any of the failure criteria described in 310 CMR .15303 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: q Owner: Date ofInspection: 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: ( � Owner: Date of nspection: D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No/ _ t/ 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 l cesspool V Liquid depth in cesspool is less than 6"below invert or available volume is less than�/z day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number " of times pumped V 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.] (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 correctthe failure. E. Large Systems: To be considered a large system the system must serve a.facility with a design flow of 10,000.gpd to 15,000 gPd, 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—I WPA)or a mapped Zone II of 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 I 1 i OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART g CHECKLIST Property Address: lrLe�J' Owner Date of Inspection: Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _lam_ Pumping.information was provided by the owner,occupant, or Board of Health -lZ 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? ZHave 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) LZ_ Was the facility or dwelling inspected for signs of sewage back up _ Was the site inspected for signs of break out VWere 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: Y 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 5 Page 6 of 11 OFFICIAL-INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: rX Owner: Date of Inspection: 3, a00,B FLOW CONDITIONS RESIDENTIAL Number of bedrooms.(.design): . .. Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 11.0 gpd z#of bedrooms):, Number of current residents: o� Does residence.have a garbage grinder(yes or no*,[if Is laundry on a separate sewage system (yes or h yes separate inspection required) Laundry system inspected(yes or no)- Seasonal use: (yes or no); - Water meter.readings, i available(last 2 years usage(gPd)) d/-�1�6,�DD Sump pump(yes or no . / Last date of occupa cy: COMMERCIAL/INDUSTRIAL//)t& Type.of establishment: Design flow(based on 310 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: Was system pumped as pert of the inspection(ye r no- If-yes, volume pumped: gallons--How was quantity pumped determined? Reason'for pumping: TYP F SYSTEM _LAe.ptic 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): roximate awe of all c mp nents, date installed.(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): 6 `Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:,, zu &A'ry Owner: Date of Inspection: _ BUILDING SEWER(locate on site plan)'.A&`' 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: c/(locate on site plan) Depth below gradE\ Material of construction:v<o-ncrete_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: Sludge depth: Distance from top of sludge to bottom of outlet.tee.or baffle; ZZ -Scum thickness: /0 Distance from top of scum to top of outlet tee or baffle: Distance.from bottom of scum to bottom.of outlet tee or baffle: How were dimensions determine Comments.(on pumping recommendatio s, inlet and outlet tee.or baffle condition,structural integrity, liquid levels related to outlet invert, evidence of leakage;etc fo ` a9% GREASE TRAP:/j&-(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 baffler 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.): . 1 Page 8 of I] OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C . SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection:ma ,,per�d CXO TIGHT or HOLDING TANK:/7A(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(ezplain): 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 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,a c.): PUMP CHAMBE`R�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: Owner: Date of Inspection: a1 0a SOIL.ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type i leaching pits,number: 2aching chambers,number: aching 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.),: CESSPOOLLS;/)fj�(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/(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 Page 10 of I 1 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Roa y Owner: Date of Inspection: fp .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. 14 td 7&4446*0 —� RQzA a' 3� O p 10 Page 11 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9 �J 1 Owner: Date of Inspection: 03 SITE EXAM Slope Surface water Check.cellar Shallow wells Estimated.depth to ground water 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: �hecked with:local-excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water-elevation: Permit Number: f� Date: Completed by: v �� HIGH GROUND-WATER LEVEL COMPUTATION Site Location- V. 56 Lot No_ Owner:. Address: Contractor: �d! �`0�6// G 1.®/�/✓� Address: .�' Notes; STEP 1 Measure depth to water table to nearest 1/10 ft. .. ........ ............. .Date �3,oJ� 16 ................................................ month/day/Year STEP 2 Using Water-Level. Range Zone _ and Index Well'Map locate site and determine: OAppropriate index well................................- . `.....G.v...... OB Water-level range zone .............................................J:.:.... STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ..................... month/Year y STEP 4 Using.Table of.Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP.3)., and water-level zone (STEP 2B) . 9 determine water-level adjustment-........:....;......... . .....:.............................................................. STEP 5 Estimate depth to high water by subtracting ract g the in h water- level � adjustment (STEP 4) from measured depth to water. level at site (STEP.1)................................................................................................................... `(</ Figure 13.--Reproducible computation form._ 15 ., ' �M �;;�;�' - _ �!, n�5 r���� c�� ' �. � ' Y� �� �� 1 � � -- _. � �. — � . 1 �� � . . t�— �. �� ` �` � ^ � �f s � �. �� ' - �--� . ¢ `.."'.� s 99�. iH �� �# $!� � � i� § � �—+-�„ � � �. �Y � � �'� � ��� �� 8 y�J - � f .. - '. � �j �. � f �� 3 \ ( -1 � `VV. �'� �! BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 January 21, 2000 Ms. Donna Morandi Health Department Town Hall 367 Main Street Hyannis, MA. 02601 Re: H. Pheeney 70 Seapuit River Road Oyster Harbors Dear Ms. Morandi: At the request of our client, E.B. Norris & Sons, Inc., we have evaluated the capacity of the existing leaching system at the above noted address. This system was installed in 1996 under permit#96-378. The leaching system has a capacity to handle almost nine bedrooms under the criteria in Title 5. Enclosed please find a copy of the installers "as-built" card and my capacity calculations. If you have any questions or comments regarding this matter please call me. Very truly yours, e Wilson, P.E. xter, NyeB Holmgren Inc. Encl. _ cc: E.B. Norris & Son, Inc. #97113� Land Surveys Subdivisions Septic Design Wetland Filings Site Design G� isc.� r�✓t} �.srr�.c� �i.-c�� S /8 urr ,� /`ems . . 4 :S W)4n#A qi W W W _ - �W W W W ' Jam- f 000 ava " ewewr . QD� . L:G4cLttc� �4S�R.r►. ��a-c��: So A 80' S iclL¢we l( �C$G� IZCz'� r- Y' �t4sZ. Al:ric t ct, l:�e ra,orn : Gv PC.c.,k i - OWN OF BARNST`ABL�E LOCATION Z2 �.����✓sty 4 t��!' ?�1�t SEWAGE # VILLAGE ASSESSOR'S MAP & LOT c` INSTALLER'S NAME&PHONE NO. I 6 6RPe �� << Cd/757'� 8 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) n l:'►1"i Ra��e� (size) (Ct) _ 5rone. t1 ' �ou�c� NO.OF BEDROOMS J Si-one i g�' under_ qYdRiga OR OWNERS PERMTTDATE: "/ " qeC COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and I.rachiw Facility (If:uiy wells exist on site or w ' -� n 1W feet of leaching facility) Feet 'r Edge of Wetland and teaching Facility(If any wetlands existIr within 300 feet of leas 'ng facility Feet Furnished by VC) pv' Gala ea�i'►tH ©;_ . a a 0 a 130 P) :2qg D3= TOWN OFBARNSTABLE BUILDING PERMIT APPLICATION Health Division' �% d �'-' 4 -Date Issued G hz. IQ 9 , Conservation Division �� .Fee i Tax Collector t reasurer n s ' EPTI SYS EM MUST BE Y ,INSTALLED IN COMPLIANCE WITH TITLE 5 t f Plammg Dept f y `. Date Definitive PlanApproved b R"Plannin Board „ENVIRONMENTAL.CODE 'AND a7 4 + , Y 9 `'TOWN REGULATION : s 'Historic =OKH :Preservation/Hyannis E` p ject Street Address .7Q SE AV CAI T 'I� l y C-1� �a f ' S r } 1O ' + page + L,( �. �, ..{ x ner t2:s iJ °,F Addres� ; Telephone 017 79 o, 5c Permit 4quest VW4,1914 T10J OF ex `�i¢1��vjUc L p Square feet:lst floor:exist' g. N A proposed, 2nd floor:existing proposed Total new O . {r Estimated Project Cost 7 67a.4k6f,>Zoning District — Flood Plain "_ Groundwater Overlay � Construction TVD MF Lot Size gJ�A C, Grandfathered: O Yes ❑No If yes,.,attach supporting documentation. IQ ig Type:`Single Family ]= Two Fa ily:;❑ . ° Multi-Family'(#units) ">}t:Age of Existing Structure' 67414 Historic House: ❑Yes`-"-,,, No On Old Kmg's Highway 0 Yes No ` k Basement Type:. A Full Crawl ❑Walkout 0 Other v r Basement Finished Area(sq.ft.) /J��.' Basement Unfinished Area(sq.ft) D$`D Number of Baths. Full:existing - new Half existing new 2.. Number of Bedrooms: existing news s i JotalRoom Count(not including baths):existing new First Floor Room Count a Heat Type and Fuel: 0 Gas„ Oil . O Electric ❑Other },Central Air: X Yes ElNo Fireplaces: Existing New_ Existing wood/coal stove ` 0 Yes No € 4 .Detached garage:O existing ❑new size Pool:O existing new size Barn:O existing ❑new size a Attached garage:0 existing' new. size Shed:0-existing ❑new size 'Other:: /9' t + 97 Zoning Board,of Appeals Authorization '❑ Appeal# Recorded t] v. s ;f Commercial '0 Yes XNo' If yes,site plan review# i Current Use /.DFUC gt0f-7 Proposed Usevl 1'j y /. ,_ ^....•...'. i •?ks i t t" :. �, ��.., t '-�F` �•rr"' '3_,d�ak,� .BUILDER INFORMATION 'Name E.6JJO R 15 s �f--) Telephone Number,; sd 5 r Address �7�,�`ST License# Home Improvement Contractor# .�O ��� ' Worke�'s:Compensation# GrGG� ia Ail CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL,BE TAKEN TO —;; r , , SIGNATURE GK 3 .r DATE s 01/11/00 TUE 08:55 FAX 508 775 7577 EB NORRIS 1,9005 ri, E iJl 1 tEc;;;TER,hJ'rE ':NULrnFEri P �-`iZOw+N OF BAMSTABLE r� LOCATION ?4 ����Jlf� �Y i�t�« SEWAGE 0 v7LLaGE �� —f� �� ASSESSOR'S MAP �r LOT L1 d 24STALLEWS NA-W&PHONE NO. /*71/6 C-11Pe SEPTIC TANK CAPA= ASO0 &07 LEACHING FACILITY: (type) In k4g2& tS (si.u) NO-OF BEDROOMS_ OR OWNER PERMII'DATE: C0MPLIANCE DATE_ ^•�f� Sapanxion Diatancr-Bcrwactt the: Maximum Adjusted Grouadwatcr Table and Bottom of Leashing Facility 1=ett Purace Wow Supply Well and Lr3cb1r-F:ziliry (If viy wells exist on site or vi to' ieet of lcaching facility) F= ` Edit of Wetland and f&1cWng Facility(If any wetlands exist � within 300 fcac oflede g far'ility1 Frct Furnished by 0 tQ .- � LQiJ • a O a - 3 130 a ail Post-It'Fax Note 7671 `` pn9ba► f � a - To ` tT10- Freer A Q-3 - I�f+ma y Y�une Fna F»a• TOWN OF BARNSTABLE i LOCATION 7D SeaF'�S"T (Liao. l2� SEWAGE # Q6—$`�t� VILLAGE I' r>-0 ASSESSOR'S MAP &LOT INSTALLER'S NAM]:&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �i 1Tiro`4ts (size) IT �q NO. OF BEDROOMS 1 BUILDER OR OWNER 10 ��ovr�S GpN{ yy PERMIT DATE: I I514 G 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(1f any wetlands exist Feet within 300 feet of leaching facility) Furnished by M '"St .Z i y->A 06 �as� :0.0_fir"V TOWN OOF�BARNSTAABLAE LO(:A`'IUN 1.Q�1,��� y d cf�� �%Ld SEWAGE # VILLAGE ASSESSOR'S MAP &*LOT 0 0_-O&G� INST,I%LLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) #n Fi i'f Re4A&W-S (size) l�) NO.OF BEDROOMS qRKMffM OR OWNER 8 � ' PERMUDATE: COMPLIANCE DATE: ,. Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leachi_-Z Facility (If;any wells exist on site or wx din 2 feet of leaching facility) Feet. f: Ede of Wetland and Leaching Facility Facili If an wetlands exist 8 ( Y within 300 feet of leac ' g facility Feet Furnished by �f)J. i pa r ® o +� :rD a o Q TOWN OF BARNSTABLE LOCATION '70 S`eQ ��1' 2,ti� V. SEWAGE # Rb--`3� VILLAGE ki 14, (hy"I ASSESSOR'S MAP & LOT INS-iALLER'S NAME&PHONE NO. �e}Qtnp.�QT; nlar.�3 \� , 712-�3- SEPTIC TANK CAPACITY 1-5 0 LEACHING FACIL=: (type) —w 1T-r-a 9k (size) NO.OF BEDROOMS BUILDER OR OWNER EG PERmrrDATE:9I 149 e, COMPLIANCE DATE: I�d a 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 �: i - _ A ry� r la � c� �N G ".. �r u .N r , � �• !J ASSSESSORS MAP No. 1 f � CQ.NO Fee �� ✓�d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Miqu;al *pgtem Con5tructiou Permit Application is hereby made for a Permit to Construct( )or Repair(�On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 7®o ar e�v-, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No. of Bedrooms Z Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 7 70 gallons. Plan Date Number of sheets Revision Date Title Description of Soil III �i r7 Nature of Repairs or Alterations(Ans er when applicable) \ ►?, \ STU (Sit Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmental Code an not to place the system in operation until a Certifi- cate of Compliance has been i o of H s- Signed Date 'S 1 Application Approved by Application Disapproved for the following reasons Permit No. fl �� Date Issued 70 No. ►� / Fee Vc 'THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS p.r , ZIpplication for Migozal *p!5temc Construction Permit Application is hereby made four a Permit to Construct( �)or Repair( an On-site Sewage Disposal System at: Location Address or Lot No. v°^� Owner's Name,Address and Tel.No. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms�_ Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow,•�' gallons per day. Calculated daily flow `7 70 gallons. Plan Date' Number of sheets Revision Date Title Description of Soil a N ure of Repairs or Alterations(Answer when applicable) Date last inspected: .. „^ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nvironmental Code an not to place the system in operation until a Certifi- cate of Compliance has been o of Health. _ f�Signed � - � Date Application Approved by Application Disapproved for the following reasons s Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS` Certificate of Comoliattre t IS IS T that - it Sewage Disposal System in ed(( )`or repaired/replaced(✓�on (.l9 by v ._ vv�- for u b 'T" .e . as ..rem SiZ' has been constructed in accor4nce with the provisions of Title 5 and the for Disposal System Construction Permit No. A dated_ = ` Use of this system is conditioned on compliance with the provisi s set forth below: -- — ——----------_-- ----- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ` Migw6al *pgtem Con.5trcuction Permit Permission is hereby granted to,-�')osEf"' to construct( )repair( an On-site Sewage ystem located at -7 _ 5"fi t—0 A and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within o years of the date below. Date: „ PP/� Approved Z�2 � Y CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED )PLANS) hereby certify that the application for disposal works i construction permit signed by me dated concemng`the ro erty located at S� �� � � �'�'� ht`eets all of the rr following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. - i r- SIGNED: DATE: LICENSED SEPTIC STEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. i r I Q) n ;w I r 05/09/2000 14:54 1.50842:D3750 B9XTER,HVE&H0LMGREH PAGE 0; -q'OWN OOF�BARNSTABLoE TA LOCATION ?4 1.7r1'77Y l<lf� '�CL�C SEWAGE# ^ �734' VMLAGB ���--/�' l/`44,0' ASSESSOR'S hW&LOT 97 --Lf&j;'�" INSTALL EKS NAME&PHONE NO_ IIl/ Cafe Sepf«- Cd� ��46�y SErnc TANK CAPACITY LFACHNG FACU Y: (type) (size) l q� NO.OFHEDROOMS 5+ �►C- �l' R�Counc� �A 5i-one �b'' und�n OR OWN E R ��'�1�� PERMrrDATE- p L� CONeLIANCE DATE: Separation Distance Between the: Maximum Adjusted G"madwater Table and Bottom of Leaching Facility Fast. Priaau water Supply Well and Le=bL-L Fa,-iLty (If any wells exist on site or witxia,2w feet of kechieg facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of l g facility Feet a Fumished by i-Agtz e ®. Ak -A a O 1 . 0 D � r' O� i V 3 H i 30 i ail P) a �� 37-511 A 3' 4sn$3, Town of Barnstable P ft 7 3 o b Department of Health,Safety,and Environmental Services / of�HE Public Health Division Date _jj--A,, Q 367 Main Street,Hyannis MA 02601 ABM MAB9. r' Date Scheduled l z g.-'Time /Z : 00 Fee Pd. F Soil Suitability Assessor pit for Sewage Disposal'- Performed By: a/TY �. Witnessed By: & vItRA INFORIV�ATIgI� Location Address �� Owner's Name / 14,Cre Address Assessor's Map/Parcel: .�i� 2a ,Do4,wG — Engineer's Name NEW CONSTRUCTION V REPAIR Telephone# 22—s' c�23S Land Use `D Slop es.(%) Surface Stones t Distances from: Open Water Body AM 11 Possible Wet Area_�R Drinking Water+Well ��fl` Drainage Way _11 Property Line —2f- R Other It SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 36 e 5_42�4/00i 7- vim Parent material(geologic) L Depth to Bedrock /0` /Q Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face t i Estimated Seasonal High Groundwater - ;:::::; ::.;:< : T R1VTtNAT10 4 P. ft S A.SO AL G .'�VA;T R TAT3T� Method Used::.:::... ..... Depth Ob erved ttanding in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment n. .-Index Well# •Rreding Date:_. Index Well level.-.—.-- Adj.factor AdJ Gr ndwater Level E rt..P RC L` S. ... ►>f ,:.:. Observation Hole#;. Time.at 9" / b 3by p Depth of Perc Time at 6" Start Pre-soak Time® Time(9"-6") End Pre-soak Rate Min./inch Z 2 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back -Conv,— __Anolicant DT;IrP ( BSEI1�V A'T'TONTOL Y.q:G TTole# .. . . .. Depth from Soil Horizon Soil Texture Soil Color Soil Oil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 11 I' o . 91 TA V I tt I 6 ST�� DEEP OBSERVATION HtLE LOG Hole : Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Roulderes. o rr 1 0 'L/7�" GAiS Z.S 7 DEED' O�SER ATIO1Y HO I bC<::; :..: Igle#>.;...: : . .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DIaEP OBSERVATION HOLE LOB Hole# : ...... .. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e e Flood Insurance Rate Mans Above 500 year flood boundary No 1� Yes �. Within 500 year boundary No_ Yes Within 100 year flood.boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perv'o s material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of na rally occurring pervious material? 14 Certification I certify that on ( (date)I have passed the soil evaluator examination approved by the Department of Enviro enta Protection and that the above analysis was pert rmed y me consistent with the required training,expe and perK:,d in 310 CMR 15.f017. I Q Signature Date `� u` lg } C.B. 20.3 N80°53'12„e C.B. GRAND ISLAND A.P. FND. OFF 65.00' FND. 2 RF-1 O\PN TRq/� -C MINIMUMS _ ' N AREA = 43,560 S.F. C.B. 21.6 Ji" 21.4 -fie of vement� (LOTH 40 WIDE PRIVATE 1 TUIT FRONTAGE = 20 FND. OFF '.' � � -_. -� � ' BAY R= I - "- r VE L - 22.6 2380.00 / ORAND niFRONT SETBACK 30 z 20.9 ---- y!SLAND SIDE SETBACKS = 15' La19,�i,18 __ -- - C.B. IVER REAR SETBACK = 15° I '' SED FND. f/" , DEAD NECK NO BUILDING HEIGHT 30' I D /�� pR�PQ E �' 20. 8fl�3 12#C �r CK z � �R - -++ 6Jr.0 ' R=645.00' p ,2 III z L000t MAP x i 21.4 Cn SCALE 1 1` 25,000 S Q Qf 9 \ , proposed drive NOTES 1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL -_-- � - WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT w OJS 0 70 js ` x 21.6 6 MORE THAN 15%-RETAINED ON No. 4 SIEVE, NOT MORE. THAN 90% RETAINED 21.9 \ ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED QO ;.. O x, ,.... \ BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. 01 21.7 2. LOCATION ANY EXCAVATION OR TION VTHIS PRO JECT HIS PLAN, AT LEAST ,72 HOURS Q �•W.. PRIOR0 CONTRACTOR SHALL MAKE '� `. ' x 22.1 ` THE,REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233).AND \ x 2 .3 \ APPROPRIATE WATER DISTRICT tO DETERMINE UTILITY LOCATIONS: Z \ x 21.2 1 1 DESIGN DATA - . s �.� c x 1 ��. \\ , I ��� goo W.M. SINGLE FAMILY- 5 BEDROOMS r *t1.7 holly NO GARBAGE GRINDER ,• e / t DAILY FLOW = 110 X 5 550 G.P.D. 1y x 21.7 21.9 �, Q�� - ' j LOT 270 SEPTIC TANK 550 X 200% = 1100 GAL. x 22:2 C 0 � 1 x � �,,,. �,� / ; ,. 76,661 sq.ft. USE 2000 GAL. SEPTIC TANK 22.7 �' ` 1.6 oo`Oo- 21.0 �� 1.76 acres <>- �� �� / SHAPE FACTOR = 19.59 LEACHING CHAItHER DESIGN _ ._ _ - _... ', ;. X 21.9"21.8 ? 1. � 2�• 22.021. ,._ ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED x 2.1.9 C WITH CAPPED ENDS _,.._ s. x 20.8 USE 2 - 4" DISTRIBUTION LINES IN 20 RECHARGER UNITS IN A 12'X 68' WASHED STONE TRENCH AS SHOWN ~ '' x 22.0 I LEACHING AREA REQUIRED �� PP � x 20.3 � 19. 550 G.P.D./.74 = 743 S.F. 8 x 21.8 17.7 C.B. 2(68+12) x 1 = 160 S.F. SIDEWALL AREA - ° 4 0 / 0 FND. 12 X 68 = 816 S.F. BOTTOM AREA c,�� x 21.8 'r,' ( ) x .4 •�. 976 S.F. TOTAL PROVIDED ! \ G� x 20.3 tx o / ,�g �1 I - x 21.7 b / / S2 � 0.0 / __- 21.5 D _. ...• , 020.6 irri gcti Ion .'� control box T 2�9 f 1 v LO /' x 20.7 o� r 9.9 20 TOTAL UNITS 2 STARTER,2 END, & 16 INTERMEDIATES. 0.0 - t TYP. ,� r / / 2.13 6.25 7.5'2.12 1-1.5" WASHED STONE 12' -# / a. RNiSHEo GRADE ' p 36"MAX.- 12" IN. � COMPACTED FILL ' 2" PEASTONE x`21.0 �� Q x 20.4 3 .5" e: 0 p •. DOUBLE 68.00' WASHED STONE79 \ / .L_ PLAN OF LEACH TRENCH SWMN \ FND.v /SCALE: 1 . f " 2C No SCALE I CERTIFY THAT THE PROPOSED FOUNDATION_ 1 C.B. COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE , � AND SETBACK REQUIREMENTS AND IS NOT LOCATED'- FND. 171 WITHIN THE FLOOD PLAI . ` DATE: R.L.S. NOTES•. � �' ,. _ I s 4-,�i H cwu,4 -in be r2a z c ` /19.8 +'„­ _`.L �,c y5?L.-. tc 1, {�t,ylMrGcO and L' IICc� ,,r"• - 3, -Sofls 4.. be Cah firrr,rc( A #Cr Erlsflr5 r,.• SITE PAN SEPTIC DESIGN COVERS LOCATED TO WITHIN h / �� 70 SEAPUIT RIVER ROAD 6" OF F.G. OYSTER HARBORS OF MDkTR F.G.= 21'# TOP OF FIND. _ 1 } / o a� DUNE 15, 1999 ' \ �%> \ �`• �. F.G. 2 aF � ... _ .,. INVc _ - _ . �' : ._ _ " LEVEL ... .. ;'� O a. 2987s 19.0 4 DIAMETER •BENCHMARK 0 � _ rp INV. = 2 `L Eo L.C.C. 15354 20 &OIL. SCH LEACHING CHAMBERS TOP OF C.B. x�9.8 0 �ssTE� 1$.8 INV. = DISEDUIE 40 P.V. PIP L lA� EL. 20.20 \. �i •►3 Qg SEPTIC TANK 18.5 INV. -1 BOX BOX INV. _ / 18.1 C.B. ' ASSESSORS MAP 70, PARCEL 4 INV. = 17.9 FND L$ I 10.00' .............-___�6„ STONE BASE-`-_--�" 20.2 APPCAI�T: MIN. PAMELA R. PHEENEY BOTTOM ELEV. 15.9' PLAN, , ��H OF Ih j. P gssq\ BAXTER & NYE INC. TEPHEN LAND SURVEYORS, CIVIL ENGINEERS "` • < WAPHIC SCALE LLY OSTERVILLE,MASS. PROFILE 0 20 40 No.30216 v' NO SCALE �, 9 rvlc..r �' Q� FISTER� 19.8 ,19.9 \'S/ONAL O�i' L.C..B. SCALE: 1" = 20' C.B. FND. ELEVATIONS ARE BASED ON N.G.V.D. THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND FND. THE OFFSETS SHOULD NOT BE USED TO DETERMINE LOT LINES. _ ROBERT 'H. & ANTOINETTE H. MYERS CTF.. 98244 OWNERS #97113 Tex. rT a. N80°53'12.,E C.B. GRAND ISLAND A.P. 20.3 FND. _FND. OFF 65,00' .2 RF-1 MINIMUMS AREA = 43,560 S.F. C.B. 21.6 �" �e of Ment (LOT H) 40' WIDE PRIVATE TUIT 21.4 FRONTAGE = 20' FND. OFF / I BAY L FRONT SETBACK = 30' • 22.6 R=2380.00' / Z VE i 20.9 0AX-D ISLA � L 193�18 SIDE SETBACKS = 15' -+ _ I �_ ..._-- - C.B. U� IVER REAR SETBACK = 15' I 'q SEp FND. �'"-' BUILDING HEIGHT = 30 o PROP w fN8� 3'2B�E DEAD NECK AND 1 z qti/ P pRI�E___- I °� �1 N 20. 65.0 - 45.00' II // _ �/ ` \. O `\\ >s \ems LOCut MAP z \ ^� Cr) I� \ x 21.4x 21.4 I O. SCALE ;1 ; 25,000 x . . \ d 5� \ o - ---- -- - - --- -- - - o ra _ NOTES w- ,p proposed drive 1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT ~� J� p , 21.6 / -- - - --- x MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED w",° �0 �' � 21.9 ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED -`` Q00 � �Q x x BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. \r/ 2. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS Q VATION FOR THIS PROJECT CONTRACTOR SHALL MAKE /'X z2.1 PRIOR TO ANY EXCA \ I \ THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND x 2 .3 ( \ \ APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. \ \ \ x 21.2 I c,► DE9I(�N DATA � � s ,:.�, x SINGLE' FAMILY- 5 BEDROOMS �-� �1.7 NO GARBAGE GRINDER LOW = 110 X 5, 550 G.P.D. x 21.7 \�'� DAILY F 21.9 �� o LOT 270 SEPTIC TANK 550 X 200% = 1100 GAL \ i x 22:2 o q x G'�o�'co // 76, USE 2000 GAL. SEPTIC TANK 22.7 i' �, 1.6 �� oo o- _ / 661 sq.ft. 21.0 1.76 acres SHAPE FACTOR = 19.59 *�� x 21.9x �? �� 6 I�:ACHING D89IGN 21.8 1. �� 22.0 s� 21.g" . ► 00 �, x.21.s ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WITH CAPPED ENDS � �S. USE 2 - 4" DISTRIBUTION LINES IN 20 RECHARGER UNITS " - • IN A 12'X 68' WASHED STONE TRENCH AS SHOWN LEACHING AREA REQUIRED �P x 22.0 x 20.3 19.8 550 G.P.D./.74 = 743 S.F. a , � � Q� � � 17.7 C.B. 2(68+12) x 1 = 160 S.F. SIDEWALL AREA _y,., x 21.8 0 FND. (12 X 68) = 816 S.F. BOTTOM AREA \ �. ���x x 21.8 �i� Ae 976 S.F. TOTAL' PROVIDED � I `' �F. 4FG�� x 20.3 x 21.7 b _._ x , 21.6 21.6 f QQ- __-- 21.5 -�y � -- 20.5� ,� J 4 20.6 irrigation 7 ~ 1 x 20.7 control box ` i ` v LOT 269 / ' ° r� 1 20 TOTAL UNITS 2 STARTER,2 END, & 16 INTERMEDIATES. 1 20.0 TYP. ,! / 2.13 6.25 7.5'2.12 " WASHED STONE : FINISHED GRADE .' .'.. e . S 1-1.5 p • a 36"MAX.- 12"MIN. COMPACTED FILL C 2=�- PEASTONE x 20.4 .. 3/4' TO 1 1/2 " J5. �� �19 ./ �°\ 8 0 0 p DOUBLE 68.00' I .• y WASHED STONE _ -- PLAN OF LEACH TRENCH s> oK \ } I CERTIFY T FND. SCALE: 1" = 20' No SCALE \� \ THAT THE PROPOSED FOUNDATION \ � C.B COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE \ S NOT LOCATED • AND SETBACK REQUIREMENTS AND FND. 171 WITHIN THE FLOOD PLAI . DATE: le g9 E .�.' R.L.S. NOT$ (� j v J� 19.8 G.)�Y-t C,+)rt J)-vhc . vs4 Cvn 'G �er RL iI," e' Un4 F, IIC GY ` / - 3, `jc>t}nbi (i�cJ of Sdo' Ig -4. be, Cool rnied A��Tr', IIS�InC� rr SITE PLANC SEPTIC DESIGN t 5 2 a r c cF r v COVERS LOCATED TO WITHIN 6„ OF F.G. ��� �`�� #70 SEAPUIT RIVER ROAD OYSTER HARBORS IDAft F.G.= 21'tT T TOP OF FND. 22.5 \ , \ F.G.= 21'f JUNE 15, 1999 INV. 19.0 _ 4" DIAMETERLEVEL BENCHMARK �5� �O .e o. 29874 TOP OF C.B. �' x�9.8 ��6 \6ti �� �o ,,L.C.C. 15354 INV. - 2 / GtSTE� S 18.8 :040 iA�. INV. = DIST.~� SCNEouLE 40 p_V. LEACHING CHAMBERS SEPTIC TANK 18.5 INV. -18.3 18.1 P BOX INV. _ ..,.._ .. � INV. = 17.9 C.B. I�' 9� ASSESSORS MAP 70, PARCEL 4 10.00' } ..................... "----6„ STONE BASE FND "-I ...................... MIN. 20.2 \ pCiAlr l: BOTTOM ELEV. = 15.9' PAMELA R. PHEENEY PLAN �N s\ B i AATER & NYE INC. TEPHEN y� LAND SURVEYORS, CIVIL ENGINEERS PROFILE GPAP�IIC SCALE LLY OSTERVILLE,MASS. { 0 20 40 No.soai s NO SCALE �oFISTER� ' 19.8 ,19.9 �FSSIpNAI_ SCALE: 1" = 20' � L.C..B. 6 C.B. FND. ELEVATIONS ARE BASED ON N.G.V.D. THIS PLAN IS NOT BASED ON AN INSTRUMENT SURVEY AND FND. THE OFFSETS SHOULD NOT BE USED TO DETERMINE LOT LINES. ROBERT H. & ANTOINETTE H. MYERS CTF. 98244 OWNERS #97113