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HomeMy WebLinkAbout0741 SEA VIEW AVENUE - Health 741 SEAVIEW AVEN,QSTERVILLE UVI i. 0 o No.?00 Z— �6 3 rTHE COMMONWEALTH OF MASSACHUSETTS FEE BOARD ,OFF^HE/kLTH I OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location�..� � G/'/„ ��Nam cell## •Lot# /2� Telephone# Telephone# Type of Building: Lot Size 3Z�q .feet Dwelling—No.of Bedrooms 7 Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures PO4 Design Flow(min.require �7-7U gpd Calculated desi n flow/�4:gpd Desi ow rovided/�d Plan: Date -� - G%u�/ u r of e is I��a sion at O� ;y A Title O i''�� � �1��4 Description of Soil(s) 5 — 7OW Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRI,PPIWNSREy�OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree.p not place the system in operation until a Certificate of Compliance has been issued b the Board of Health. Signed 1—/VDate I Inspections— FORM �_ .S U >- t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 '+ .-...:,. . ,-.-..., r:;..L n_ -�..,. M.W..-"^•. -;�f••c � »n.n v .. � �7...-. .. , dal''. . r•n..a-. N ,r:l++ i �{-'>'c'-,: j(�`-. p,^! :ik`• i �..,,,,,:a. . �. •I5' 1 No* U�" IK��.?%�° ..rTHE COMMONVV,E ALTH OF MASSAC:kUSETTS` FEE 1 Oo BONRD' OF H E ALTH c ' .... OF APPLICATION FOR DISPOSAL,SYSTEM CONSTRUCTION PERMIT AWication for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System []Individual Components M115 Locationf.- ��/��/���f�y�+m Nam Ma cel# /r l/�e D/ Lot# e ns alter' Name esi' er's N 9 dress y Telephone# Telephone# Type of Building:-Jt�iyj- 11k11L�1 Lot Size? 32�«�Sq.feet Dwelling-No.of Bedrooms 7 Garbage�,Grinder ( ) Other—Type of Building No.of persons t? Showers ( ), Cafeteria (- ) Other fixtures Design Flow(min.required) gpd Calculated design flow// .} ^`gpd Des* ow rovided//��d i0it n: Date `�' .� � G%�/ Nu er of e is gevi ion ate. INK Title f" CGS i� /✓/ Description of Soil(s) row ' Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS lyew S� The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree not place the system in operation until a Certificate of Compliance has been issued bythe Board of Health. Signed Datel�l d Inspecfi ns �' -5 /A ? FORMA - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 NO. cx>2 — 11?3 THE COMMONWEPLLTH OF MASSACHUSETTS FEE �I 1t)V 5 hle BOARD OF HEALTH P / CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) (rComplete System v, The undersigned hereby/certify that the Sewage Disposal System;Constructed(Repaired( ),Upgraded( ),Abandoned( ) by: ,J�/�lyo //�, at has been installed in accordance with the provisions of 31P. MR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. W-V dated 0 Approved Design Flow (gpd) Installer r Designer: Inspector ate 02 The issuance of this certificate shall not be construed as a gu rantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. �DU _( 3 THE COMMONWE/AoLTH OF MASSACHUSETTS FEE w0 l/7✓ �`�- BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby vr1anted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 7 S�G���� /'l//� as described in the application for Disposal System Construction Permit No. 00a dated U Provided: Construction shall be completed within three years of the date of this permit.All local c nditlons must be met. Date �-h/ -2, Board of Health d" FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (,;REV 5/96) H&W HOBBs&WARREN rM PUBLISHERS- BOSTON TOWN OF BARNSTABLE l4amTdi4 -2 4W SL 4 i L/i tl- SEWAGE # .2D OX-/P3 VILLAGE 0 ASSESSOR'S MAP & LOT 3-006 INSTALLER'S NAME&PHONE NO. QD h.7o C o SEPTIC TANK CAPACITY ^Z DD td LEACHING�FACILITY: (type) 2 64GL��.� (size) � '� 'lop 7• NO. OF BEDROOMS _ BUILDER OR OWNER A,$ TA PERMITDATE: S 10 COMPLIANCE DATE: _7LA D X 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 t , I 33 t - 3 &q c c - ti 1 3 3 D _ a h TOWN OF BARNST,0LE L(?,TION- 'NJ SECIUM0 RAff SEWAGE # VILLAGE 5 12 ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �a ! v LEACHING FACILITY: (type) \ ;fS.�L91'7T2/-S (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 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 Furth"hed by �; � _ �, . ��.;. .: � �. �. �f��� l�\����\��r �. / �l \ \ � ��9 �\� �® � � _ Department of Health,Safety,and Environmental Services �ng Public Health Division Date / 0 367 Main Street,Hyannis MA 02601 I BARNMBLK • ..�/1 � MASS. J - i0lfp +��°� Date Scheduled ®� 1 Time Fee Pd. Soil ui;ab'ility Assessment for Sewage Disposal Performed BY: Witnessed By:._ , . ATION& GENRAL;INFO<RIYIATI0 LN Location Address Owner's Name 0 E Address Assessor's Map/Parcel: Engineer's Name fop jity{s jW tCrro-A,I fl[- NEW.CONSTRUCT!ON RFPnIR_ -- Telephone#. Land Use R2'�tdQf�T►a` Slopes(%) D Surface Stones N1 Distances from: Open Water Body 7-OD't R Possible Wet Area M�A R r Drinking Water Well IV ft1 Drainage Way ,.�_R Property Line /Qr R Other R SKETCH:(Stre name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ?t/=24 An /T�'Vl fi ZZ Parent material(geologic) Depth to Bedrock if Depth to Groundwater: Standing Water in Hole: -I IL Weeping from Pit Face / Estimated Seasonal High Groundwater i�,r/i we'll ,-is-A)Iec1 (Mon /r! es� ; .::::::: ::D T'1✓ t1 H1�A'Z`Y lei 'C3R SEASE) AL Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. index Well# _J .Rrading Date:.__ Index Well level _ Ad.i.factor-_ Adj.Groundwater Level . PERCOLAZlON TEST.. >: atiw'><� ifs ik}fime li: ; Observation I Hole# Time at 9" /�7, Depth of Perc Time at 6" —'—' - Start Pre-soak Time @8:10 Time(9"-6") End Pre-soak 2q 8,11.l$ fess Jk V1 �/Pgtt� i 1S V1A1JJ Rate Min./Inch 4 / N I < Z►A_ 1 Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) /V Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant D>t;EP U13ERAT)CO1V U.: LC7 HoI # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n i tenc ° ravel tl _�i� ao® "-V 2�sy DEEP OBSERVA.T HOLE LOG dole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I (Munsell) Mottling (Structure,Stones,Boulderes. j i ten % ravel' 1 1 / cons �C)(I,. Z" 0/C ,� ,e Qhp DEEP OBSR'VA ION IO LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil IOther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. —CQnsistency,%Gravel DEEP OBSERVfS'T�OI�i I34!I.E LQG Hone Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling . (Structure,Stones,Boulderes. C n i tertc -° ravel s.. Flood Insurance Rate Man Abovc 5C0 year-flood-Sou,^.dary—.No- A - Ycs Within 500 year boundary No X Yes ^ Within 100 year food.boundary No' Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed9for the soil absorption system? If not,what is the depth of naturally occurring pervious material Certification I certify`thatA Ael (date)I have passed the soil evaluator examination approved by the t Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date TOWN OF BARNSTABLE LOCATION SEWAGE # 2,9 02--t h VILLAGE ST e%-c-S ASSESSOR'S MAP & LOT // -006 INSTALLER'S NAME&PHONE NO. Qo h,7o o SEPTIC TANK CAPACITY a ' LEACHING FACILITY: (type) 2 LLf-v _ (size) NO. OF BEDROOMS BUILDER OR OWNER A® C 1 s4 PERMTTDATE: S COMPLIANCE DATE: 7 °�Fox Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a i I -z 33 6- 1 t - 3 /fie 04 34 4 Douglas Sanford Associates,Inc. Ir 508-747-4300 W4/18/01 03:17 PM 6 tt1 April 18, 2001 Mr. Edward Barry Board of Health Town Office Building 367 Main Street Hyannis, MA 02601 Re: 74LSe viewA-venue _ Osterville, MA Dear Mr. Barry, As requested, I am writing you to confirm Mike Molta's comments to you regarding the above referenced property.Mike is the contractor for the project and is seeking a building permit for some minor renovations. The house is currently a summer house only. The owner wishes to make some minor changes to the house so that it can be used this summer. The owner has also expressed his intention to expand and renovate the existing summer house into a year round home. Plans have been submitted to the Conservation Commission for approval of this renovation. As part of those plans, a new septic system has been designed by Holmes and McGrath. If the owner receives approval from all required regulatory agencies, and proceeds with the proposed renovation, a new septic system will be installed. I hope this clarifies the current status of the property. Please call me if you have any further questions. Sincerely, �O Douglas K. Sanford cc: Mike Molta DOUGLAS SANFORD ASSOCIATES, INC. -22 CLAY HILL DRIVE, PLYMOUTH, MA 02360•(508)747-4300 I DATE:�J13VOO =- PROPERTY ADDRESS;_,,_;.__--------- 741 Seaview Avenue Osterville On the above date, I Inspeoted the septio system at the above address, This system consists of the following; 1 . 2-8X1d cesspools Eased on my Inapectlon, I certify the following conditions; 2. This is not a title five septic system. 3 . This is a sewage system. System is about 60 years old. 4 . Both of the cesspools are dry at this time. 5 . Appears that the system has never been full. Has been for seasonal use only. _ .stem e SIGNATURE; , e-2Jif�6. The sewa sg y is in proper worki or .- _, Company; Joa. h P Nacomb�r_& Son , Inc . Address,- Box_6 6------------- --Can teryi 11 a L Ha__02692-0066 �F I -0 ✓ Phone ___ 508_775_3938 JUL 3 2000 '� Y�NAPOFBApp15T,lB� ►. WAUNDEPE THIS CERTIFICATION DOES NOT CONSTITUTE A OVARANTY�� WARRANTY J65EPH P. MACOMBER & SON, INC. Tsnks•09I spool s•LeichiBIds Pumped L Instillod Town Stwor Conneotlons P.O. Box 6775•333 s,tofYlli A 2632.0066 it r e 1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.6600 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B. STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECT)ON FORM PART A CERT1FICAnON Christopher Crane Prop"Addr,a : 741 Seaview Avenue Nam.of?",Estate of Cooley a. Crane er Osterville Addeo"of own : Dou of Inspection: 7 5-00 Dalton, Ma. _01 226 Name of Inspector:(Ptaasa P,tr,t)J o s e p h P. Macomber Jr. I am a DEP approved system ktspector pursuant to Section 15-W of TWO 5(310 CMR 15.000) C.o,np,,,y N,,,,a; Joseph P. Macomber & Son Inc. µasr>q Address: o x ,--�1 e n e r v i e M 6 3 2-0 0 6 6 Tallaphon t Nurnbw:��U o— CERTIFICAnON 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 Inspection. The inspection was performed based on my training and experience In the proper function and maintenance of on-sit/wage disposal systems. The system: Y Passes. _ Conditionally Posses _ Needs Further Evaluation By the Local Approving Authority _ Fails IV �t or's Signature: Date: ~��� The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)whNn thirty (30) days of completing this inspection. If the system Is a shared system or has a design flow of 10,000 gpd or greater,the Inspector and the system owner "ll subrrJt the report to the appropriate regional office of the Department cKEnvironmenttd Protection. The original should'be sent to," system owner and copies sent to the buyer. If applicable, and the approving authority. NOTES AND COMMENTS revised 9/2/98 Page IofII 01 Printed on R"kd Paper f - SUMURYACS SEWAGE DISPOSAL.SYiTEW INSI'£CT10N FOFtJd • PANT A CJF MACAT1,0N (oorr*-04 ftopwTy Addraja; 741 Seaview Avenue Osterville. owrte, Estate of Cooley G. Crane D.o of r,•pec'do : 7/3/0 0 ru ftcT4N tt U u kkAn Y 1 Ch"A A, 9, C, or o, A. SYSTVJ PASSES: I have not found any Information wNch InQ)catos that any of the 1►Jlwo oortdrdtxu daacribed!n J10 CMR 1b.ZOS exist Any ►>m crfurta not sys.1votod ws Indlcatsd below, COWJID 31 1. SYSroj CONOMONALLY PASSES; ` On. w ma• system sompononu as dosartbsd In Uw 'Co tlo" Pogo' aoodon need to be roplaood or repaired. The syst*M. �p completion of the roplasoment or repair, sa approvod by the llowd of H*&Ah, wW pews, tndlcall yes, no, a not determined(Y, N, or ND). Deaertbs bsals of detwn&Adon In W Luurtoes. If 'not detsnmlrwd', •xpWn why rwt. The septic tank Is moral, urJeso the ownw w opwotw hw pr"dod the oyotsm kupeoto(whh o sopY of a o •ComplJence Ismachod)IndJcodnp Uwt the urtk was kutaJJsd wlWA twenty(20) yew prior to the date of ttw Vupecvon the aepdc tank, whether *( not mstaJ, 18 waskod, owewraLy anaound, ehowo wbetandel InfVvador+ or sx?tivsdon. a Wivro Is InvNnent. The system wW pass Iruposdon If the exisdnp aopde tank Js MW64041 whh a comptytnp septic Lana epproyod by the loud of Health. Siwspe backup or bro•kovt or Nph suds water level observed In the dJstrlbudon box la due to broken or oortrvcuo pap of ovs to • broken, jetted or vnevon WivI utlon box. The system wW pass kupootlon If Iw1Ot approvN of v+. /o.ro or HeaJW. broken plpsN) we replaced obovvcdon la removed diatrlbudon box Is levelled w►splaosd The oyrtom fsquksd pumpdstpTnaro ytart1our'1Jrnes,%"&rdue to brok'enwobvvvotod plpe(o), TAeTystnrt ww-ream Irtspoctlon If(with approved of the loved of Health)t broken plpe(s) we ropla6d objwction Is (#moved revised 9/2/99 nce3orJt SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (coffdrwed) Property Address: . 741 Seaview Avenue, Osterville Ow"W: Estate of. Cooley G. Crane D*U of ksspecdon. 7/3/0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: V11_ CondIdons exist which require further evaluation by the Board of Health In order to determine If the system Is faNng to protect the public health, safety and the environment. 1) SYSTIEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CUR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICFlYY1LL.PROL EC'T THE PUBLIC 8EALTItAND SAFETY AkD THE BII0BON1j19fL• Cesspool or privy Is within 50 feat of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a sail marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PU8UC WATER SUPPLIER,IF ANY)DIETIRMO ES THAT THE SYSTE31 tS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS Is within 100 feet of a wrface water supply or tributary to a surface water supply. The system has a septic tank and Boll absorption system and the SAS Is within a Zone I of a pubUc water supply welt. 4���jlSy The system has a septic tank and soil absorption system and the SAS Is within 60 feet of a privets water supply wall. The system has a septic tank and soil absorption system and the SAS Is less than 100 feet but 60 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organ)c compounds Incilcates that the well Is free hom pollution from that facility and the presence of smmoNs nitrogen and nitrate nhrogen Is equal to or less than 5 ppm. Method used to determine distance (appro4mrdon not vaUd).- 3) OTHER /' - This is a sews 8 ' x10 cess oo s in ime. - _ a revised 9/2/98 PaQt3ori) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A ':•,•. CERTIFICATION (c0"tk ►d) Property Address: 741 Seaveiw Avenue, Osterville own«: Estate of Cooley G. Crane Date of inspect : 7/3/0 0 D. SYSTEM FAILS: you rnusl Indicate either 'Yes' or 'No' to each of the following: ns exist as I have determinednts Identified one below. The Board following of Healthfailure shouldnbedcontacted to determine what whatt wiMRb15.303. n cea�t° °r* t+ilun - - datrminatio Yes No/ •SAS-0r�ceespool. Backup o+sev✓+ge I►�O�INty-or+7+teR+co^nC°no^r dot'to em overlwdod orvla99� ant to the surface of the ground or surface waters due to on overloaded or clogged SAS or Discharge or ponding of etflu cesspool. Static liquid love n, � rib bo�c aboveoutlet invert due to an overloaded or clogged SAS or wsspod. Liquid depth In cesspool Is less thanp08/l' below Invert or available volume Is leas than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe($). Number of times pumped Q. Any portion of the Soil Absorption System, cesspool or privy Is below the high groundwater elevation. f a cesspool or privy Is within 100 fast of a surface water supply or tributary to a surface water supply. Any portion o Any portion of + cesspool or privy is-within a Zone I of a public well Any portion of a cesspool or privy Is within 60 feet of a private water supply wall. Any portion of s cesspool or privy Is less•then 100 feet but greater than 60 fast from a private water supply Weill with no acceptable ewater quality volatileanalysis. It the ouwellas been analyzed nds hammonla nitr 9ent�denivate nitlogen.ach copy of well water analysis for •co E LARGE SYSTEM FAILS: 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: The system serves a facility with a design flow f j ,000 gpd the eater(Largeollowing System) ex sd the system is a significant threat to F health and safety and the environment because Yes N / // the system Is within 400 feet of a surface drinking water IuDPIY ar tom eurfaoodrk►�V__'+W'w►Ply• the system l►•wltkiA 200 f+et of•+-NNx►t y the system Is located In a nitrogen sensitive area(interlm Well Protection Area:IWPA) or a mappod Zone II of a pu water supply well) shall upgrade the system in accordance with 310 CMR 16.304(2). Piesse consult the local rog+ The owner or operator of any such system office of the Department for further infognstion. Psee 1 of 11 revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART e ' CHECKLIST Property Address: 741 Seaview Avenue, Osterville Owner:. Estate of Cooley G. Crane Date of tnspectlon: 7/3/0 0 Check If the following have been done: You must Indlcate either -Yes' or 'No- as to each of the following: Yes No � _ Pumping Information was provided by the owner, occupant, or Board of Health. None of the system<oa*aaarus haara:3-"n paw►p�at•Jaast:two•wwke&%4AUe7ystem haab*wvmceiaiwgwsd Ao rates during that period. Large volumes of water have not been Introduced Into the system recently or as pan of ttus Inspection. As built plans have been obtained and examined. Note If they are not evellable withIo _ The facility or dwelling was Inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrlal waste flow.. _ The ske was Inspected for signs of breakout. _ All system components,wJfcluding the Soll Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the Interior of the septic tank was Inspected for condition of baffl. ! or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soll Absorption System on•the *lie has been determined based on: Existing Information. For example, Plan at B.O.H. _ Determinsd In the fleid (If any of the failure criteria related to Part C Is at Issue, approximation of distance Is unacceptat)+e 115.302(3)(b)) _ The facility ownu tand.r+r�;+�.Jf dlHusot frouLz marl.wwa.pwuldad with Icfntmailoaan rhA spar_ SubSurface Disposal Systems, revised 9/2/98 Pasesorn SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMA PART C SYSTEM INFORMATION PropertyAd&*": 741 SeavieW Avenue, Osterville Owrw: Estate of Cooley G. Crane Darts of Inspection: 7/3/0 0 FLOW CONDITIONS RESIDENTIAL; Design flow:a1D _p•p•d./bedroom. f Number of bedrooms (desig Number of bedrooms►actual):4 Total DESIGN flow Number of current residents Garbage grinder(yes or no)" or If yes, sepasaulrupaction required Laundry(separate system) I — Laundry system Inspected for no) p•D = 7� a3 Seasonal use (yes or no). ?NO ! ' 1 �j Wet r meter readings,If available (last two years usage (gpd): �nU� 'Ll Sump Pump (yes or no): Last date of occupancy: COMMERCtALANDLIMIAL: Type of establishment: Design flow: d ( Based on 16.203) Basis of deslgn flow 0resse trap present: (yes or no) Industrial Waste Holding Tank present: (yes or no).d2d Non-sanitary waste discharged to the Title 6 system: (yes or no)—& Water meter feedings,It available: 114 Last date of occupancy i M OTHER:(Describe) Last date of occupancy: ' GENERAL INFORMATION • PUMPWO RECORDS and source of Information: y/A System pumped as part of Inspection: (yes or no) If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soli absorption system Single cesspool Overflow cesspool A)#_ Privy 4j Shared system (yes or no) (if yes, attach previous Inspection records,if any) -V6 I/A Technology etc. Attach copy of up to date operation and maintenance contract A� Tight Tank _Copy of DEP Approval Other / APPROXIMATE AGE of all components, date InstaNedilf known)-and source o/Jwfortnadont Sewage odors detected when arriving at the sit@: (yes or no) _ revised 9/2/98 Paes6orii i SUBSURFACE SEWAGE DISPOSAL'SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) PropertyAd&*": 741 Seaview Avenue, Osterville own«: Estate of Cooley G. Crane Data of Inspection: 7/3/0 0 BUILDING SEWER: (Locate on site plan) 0 Depth below gnde.'�V Material of c truction: ws �ron&b 40 PVC 2other (explain) Distance from gri ate water sup y well or auction line Diameter Comments: (condition of Joints, venting, evidence of hak"*,-etc.) Joints appear tiaht -Nn e Ouse v n ogges S C TANK VC (locate on she plan) Depth below gnde._&A Material of constructlon:14Aconcreted/AmetalVAFiberglass4)j Polyethylenofaother(explaln) If tank is (natal, Ilst age Js.aga.confumed by Certificate of Compliance da (Yes/No) Dimensions: — Sludge depth: _ Distance hom top of sludge to bottom of outlet tee orbatflr.• V Scum thickness:_ Distance horn top of scum to top of outlet tee or batfle:—AIA_ Distance hom bottom of scum to bottom of outlet tee or baffle:_ ) How dimensions were determined: )� Comments: (recommendation for pumping, condition of inlet and outlet tees or-baffles, depth of liquid level in relation to outiet'invert, st►ucture"Otegrity, vi of leakage, ) Septic Pump, main cesspool ever 2-d3 nco years., �ie main cesspoo acts- as a septic tank- Snlids are c-antainectand tHe waste water pass g t-n t-hp se--1 ri r i@sr.R Q GREASE TRAP. (locate on site plan) Depth below grader Material of constructionvAconcrete4Ametal4AFiberglass4)4Polyethylens 4�2other(explainl Dimensions: Scum thickness: AM Distance from top of scum to top of outlet tee or baffle. // Distance from bottom of scum to bottom of outlet tee or•beffle ll Date of last pumping: .J Comments: (recommendation for pumping, condition of inlet and outlet tees or batfles, depth of liquid level In relation to outlet Invert, struotursl integrity. evidence of leakage, etc.) -Grease revised 9/2/98 Psgc7orn f SVBSURFACf SEWAGE DLSPI03AL SYSTEM INSPECTION FORJd PART C SYSTEM INFORMATION(Caff&94441) PTopw-ryAdaea"e: 741 Seaview Avenue, Osterville own«: Estate of Cooley G. Crane Dwt v of Inap.cdon; 7/3/0 0 TIGHT OR HOLDING TANK:& (Tank must be pumpod prior to, or at time of, Inspection) Ilocete on slit pion) Depth below yredt:jA Msterlaf of cons vvctlon;vAconcrett42metaUgFIberglas&,VAPolysthylen44Aother(expleln) I Olmenslons: CIpsclry: gallons Design flow: gallons/day Alarm present Alarm Is I Alarm In wo(klnq order:Yes.& Nodbf Oslo of proviovs pumpin9: _ M Comments: Iconditlon of Inlet too, condition of &farm and float swliches, etc.) lq car---hr)l rii nc ta_ nkg Re.t Present. WTRIBVnON BOX:A Sd llocste on site plan) Depth of liquid level above ovtiet Invort: Com monts: .tnose II level and distribution Is equal. •vldonw of adida carryover, wvldenc• of leakage Into or out of box. etc.) 5tstrttution box —is not prP-qanj- _ PUMP CHAIdBER:,6/e- (locate on slit plan) Pumps In working order,(Yes or No) 44 Alarms In worklnp ordof (Yes or No) Commomis: (note comdldon of pump chamber, condition of pumps and appurtenances, etc.) U revised 9/2/98 Patefierll SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FORM 4 PART C SYSTEM INFORMATION (con*Kj d) PrcgertyAd&*": 741 Seaview Avenue, Osterville Ownw: Estate of Cooley G. Crane D`t'of Inspection: 7/3 0 0A� ), S00.ABSORPTION SYSTEM(SAS):,4 NIP/ I egad (local*on site plan, If possible; excavation not required, location may be approximated by non-Intrusive methods) If not located, explain; Type: lesch)ng pits, number: leaching chambers, numbs(: leaching galleries, number,_ 1*ecNng trenches,number, length: (� leaching fields, number, dime�Ilonf:l' overflow cesspool, number: Alt*rnatly* system: AJ Name of T*chnology: Comments: (note condition of soil, signs of hydraulic failure evel of•ponding, damp soil condition of vegetation, etc.) Loa l o si ns of h c raulic fil s are r e e a i u capacity ty Rnth r,essPuzals a"e dE CESSPOOLS: (local* on site plan) Number and configuration: of Depth-top of liquid to Inlet Invert: Depth of solids layer: .. Depth of scum layer: Dimensions of cesspool: I Mat*rials of construction ' voz�'V Indication of groundwater: il�. Inflow (cesspool must be pumped as part of Inspection) Both cesspools are dr i No signs gf. water- Comments: Inot*condition of soil, signs of hydraulic failure, level of ponding,condition of.vegetstion, etc.) same as above PftivY:&!&* (locate on site plan) materjals of construction: .lei¢ Dimensions: Depth of solids: AA Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation;etc.) Privy revised 9/2/98 Psgt9of 11 3U&3UR/ACt SEWAOI DLSPOSAL iYiTZM W$PtCT)ON FORJA FRAY C IYSTIW WFORILAnoN (can*n++G) prop*MAddeo": 741 Seaview Avenue, Osterville ' Dr^": Estate of Cooley G. Crane Da+ 94vapoqt�+ 7/3/00 SKL7CH Of SEWAGE OLSPOSAL SYSTEM: lnc wd+ d++ to +t l+a+t two p+rmmont reference Iandmuks or benchmarks loc+u ►ll w+ll+ wltNn )00' !Locate where pubilo water wpplY Comas Into house) 1 n�+ )oer)) revised V2/98 SUBSURFACE SEWAGE DISPQSAL SYSTIM INSPECTION FORM PART C SYSTEM y4FORMAMN Icondnu-W) Pt•op*MAddraaa: 741 Seaview Avenue, Osterville ' Owner: Estate of Cooley G. Crane Oa,of Ir►ap«tson: 7/3/0 0 NRCS Report Memo Soil Type_ Typical depth to groundwater uSGS Date wobslte visited Observation Wells chocked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please Indicate all the methods used to detormino High Groundwater Elovation: Obtained from Design Plans on record Observed Silo (Abutting property, obaorvation hole, basomoot Sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators, Installers , Vsod USOS Data Describe how you established the High Groundwater Elevotlon. (h!.Vd be completed) Used water contours Map. Gahrety & Miller Model 1 2/1 6/94 revised 9/2/98 Pagellof11 I +•nwnT^w+r1•-1T• n►rw�•w+n/�"'wn rwFTwnw+.�r'�'�rAnslf+Anw n. �-r-�-'. •• r•. ,, TOWN OP BARNSTABLE WARD OF HEALTH SUBSURFACE SFWAGP I)ISI'OSAL ,SYSTKM INSUCTION FORM PART D — CERTIFICATION _•.n-+..,..,..+-....t-..r.+i.+n...w.�.-.w..�.rwwr..-1.••..+.�www-�.+ww.�wr+.w.�n.1T�. rw. v-.r.+-'•--�. _. I —TYPI OA PAINT CI.IAILY- PROPERTY INSPECTED STREET ADDRESS 741 Se'aview Avenue, Osterville ASSESSORS HAP , DLOCK AND PARCEL I OWNER' s NAME Estate Of Cooley G. Crane i PART D - CERTIFICATION NAME OF INSPECTOR Joseph P. Macomber Jr, COMPANY NAME Joseph P. Macomber &-`Son, Inc. COMPANY ADDRESS Box 66 Centerville MA. 02632-0066 Streit Tovn or City stet• LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX CER"rIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system nt >recoinmendat,lons his nddress and that the information reported is true , accurate , and omplete as of the time of -inspection . The inspection was performed and any regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one ;___. /System:. PASSED The inspection trhich I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CHR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form , System FAILED* The. inspection which I have con 'acted has found that the system fails to protect the E)tiblic health and the environment in accordance with Title 5 , 310 CHR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection gorm . v - Inspector Signature Date ` ne copy of this rtification must be pro ided to the OWNER, the BUYER twhere +pplioable ) and the DOARD OY KEALTJI. • If the Inspection FAILED, the owner or operator shall upgrade ' the system within one year or the date of the inspection , unless allowed or required otherwise as provided in 3.10 CHR 16 . 306 . partd . doc UTILITY POLE #68/68 R=307.53 l c L=15.49' N/F NOTE: AREAS WITHIN THE BUFFER ZONE ,y BELLE TAYLOR SHALL BE ENHANCED WITH INDIGENOUS 6 6'Ir`�,� ��y ■ PLANTINGS. REFER TO LANDSCAPE PLAN CONCRETE BOUND DATED APRIL 5, 2001 PREPARED BY / ? ,�O• UTILITY POLE FOUND with CONCRETE COVER PROPOSED 6' DIA. X EDWARD FULLER. LOT Dr12 / DRILL HOLE UTILITY POLE 6' DEEP LEACHING NOTE: PIT NTH 2'/ L.C. PLAN 24 -5T_. EXISTING ALL AROUND. STONE EXISTING CATCH EXISTING SEPTIC SYSTEM F� GARAGE RIM = 4.1 BASIN TO BE REMOVED SHALL BE PUMPED DRY AND + ,2a OOp x TOCKA FENCE FILLED WITH CLEAN SAND T016� • �4 q x S18'48'20"E x x \ CONCRETE O�RORp 2 cO,gS. N 375'f STOCKAD FIE NCE ' CONCRE BOUND P ON TF 1 q� B x5. • •• g ' °D I BENCHMARK �� \ FOUND with pF2oN A14 BANK 1 STORY WOOD FRAME DRILL HOLE C F C'E112) ARAGE ..(�.F• °D s CONCRETE BOUND FND. w °� �s �AST4TO 183 4 F -11 s EpGE CLEARING:' with DRILL HOLE g• \ BANk TW3"' TO BE RAZED ELEV.=16.27 CATCH BA 8.sx X5.�2.. ,. � N SIN WS RIM 4.5 !. UTILITY P RETE. � o ^� U. sox NC , 10 9 \ 41 YLw,, .'• .. 9,14 h: .,PINE .. � a Of tx � OG \\ \\ �'�ff cgRq � o/ j 12" W `. W _ RETAINING WALL WS C CF R nN f PINE j Q + \ DESIGNED BY OTHERS •ft 48 c �, O a \\ \\ R\NG \ / I p I °' 16.4x 1<` 3 /100, V ,,.ax ,. £D DRivEw 2c� HOT :r $ , 8 w Q •J .o. TUB ti9 --' W 16.�,x LAND SUBJECT TO COASTAL tQ�S:;. ....• ,.. /Ock.O��.l ° j :' ` '..� ': :. / a ,2 N 0 DO • / STORM FLOWAGE o / OQ -,, ,/' / c� CONCRETE BOUND V E QqP4 4 :/ Q� �O '' ter` ••':''' :�.;. . �. m �o d FOUND with <v XlS NG P00 o S� Y /' ,,.5 W/ Op p y a4' ,� / J I: I ,,.7x a a M> tiF a ;: <v R LAWN I p :..,.:,. O w 4 DRILL HOLE o2 � G ' � � ��q� .:� ,..•l,;y/s.,x x .,� f. o� Z�z° '9�p'9i V) cc N G W ...i•:•::.. N V Q, Q„ � • ` /I/e . \ ` \•. :�'. �,..' � •. . ••\ ... •`. /ham lJ OD C::;: .- s TOTAL AREA , , o �o - _ _ :�, ,�,: '. ^�' ° PAVED SPILLWAY Q Z .y ;;`.;� ,� i / p x w o° s 2.32f ACRES i o V • � 11:ox . :1 (o 0 4 �. _ _ / , g a �o o LOT D-5-2 �EARIJ�G - _ 1V y i•:� / p ?; z L.C. PLAN 2664-46 �_ W C UTILITY POLE ��h•N• } 13' 4 lye � �' ""';,- ' � ' c W cn Q; �,� PATIO 15.sx \�? 12 / ,z• 12.? p z Z 6' DIA. X 6' DEEP I o _../ . LEACHING PIT WITH z } _---- -14 2 OF STONE ALL Q v s NAr PROPOSED o x»9 AROUND. � Uj m w T _„- POOL a i RIM - 11.8 3 E' m CONCRETE BOUND x 12.5 FOUND with _ __ -' . . , , o DISK LOT D-8 L.C. PLAN 2664-41 15.4x -Ht4• 14 w x ENCROACHMENT x t58x FENCE x x 15.1 - RETAINING WALL o ONCRETE BOUND x 647.f C N FOUND with DESIGNED BY OTHERS\ S 18'48'20" E 00 DRILL HOLE EXISTING TENNIS COURT 7 N/F 11 EXISTING 7—T PHILLIP CHIOTELLIS GARAGE i EXISTING HOUSE GRAPHIC SCALE 20 10 0 20 60 ( IN FEET } 1 inch 20 ft. NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other / public officials, may rely upon the information contained herein; and / 1500 GALLON (B) this plan remains the property of Holmes & McGrath, Inc. / 4M PV SEPTIC TANK H-20 // C 97 L•F 12.4x DENOTES EXISTING GRADES X12.2 DENOTES PROPOSED GRADES / PVC 8 1.01 �' o �.F 00, /3/01 REVISE DECK, ADD LIMIT OF WORK NORTH OF GARAGE MTM �3 / • / / 5 4 01 ADD COASTAL BANK LABELS, MOVE GARAGE MTM /// „ : , •`' N �� `` DATE DESCRIPTION Drawn Checked ool � .� 101m,.. REVISIONS 000, ' PLOT PLAN / AL 'C r PREPARED FOR /// THE CONTRACTOR SHALL REMOVE N 0 TE S ALL UNSUITABLE MATERIAL DOWN TO R O B E R T R I TU C C THE SAND LAYER (9'f) AND REPLACE WITH CLEAN GRANULAR SAND MEETING 1. HOUSE NUMBER: 741 IN THE SPECIFICATIONS OF 310 CMR 15.255(3), 2. ASSESSOR'S NUMBER: MAP 113 PARCEL 6 \ UP TO THE AREA OF SIDEWALL. \ 3. ZONING DISTRICT: RF-1 OSTERVILLE BARNSTABLE MA 4. FLOOD HAZARD ZONES.. C, B, A14(EL12) & V17(EL16) ` 9 HOLE 5. BENCHMARK: SEE PLAN SCALE: 1" = 20' DATE: APRIL 4, 2001 DISTRIBUTION BOX 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN H-20 ON THE GROUND INSTRUMENT SURVEY holmes and me rath, inc. 7 — 500 GALLON 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL civil engineers and land surveyors LEACHING CHAMBERS '�'• WITH 4' of STONE GEODETIC VERTICAL DATUM. 200 main street RM 548-3564 (PHONE) Y ALL AROUND 8. REFERENCE: L.C. PLAN 2664-113 falmouth, ma. 02540 548-9672 (FAX) ,J" ' SEPTIC COMPONENT DETAIL DRAWN: GAB,MTM CHECKED: 1" = 10' SAN FOR D\200310\200310ADD.DWG JOB NO: 200310 DWG. NO: 76-3-25AI HEET 1 OF 2 Finish i grade above and adjacent to system shall slope away at a min. of 2%. DEEP OBSERVATION HOLE LOG NO. 1 g � y 4" diam. cast iron or Schedule 40 PVC pipe (tight joints). SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, 20' min. distance (building to edge of leaching system) DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES, BOULDERS, CONSISTENCY, x GRAVEL) 10' min. distance The contractor shall remove all unsuitable material 0" 9. 1 down to the sand layer ((9't) and replace with 0'=36" 6. 1 F/LL clean granular sand meeting the specifications First floor 3—Removable covers set 12 8, of 310 cmr 15.255(3), up to the area of sidewall. 36"--48" 5. 1 0/E Elev. = 12.50 within 6 of finish grade Access 4' 4' 48 B coarse sand 10 YR 5/6 NO Holes in Tank to distribution box 4•8' "-72" 3. 1 __ _ be 20 in Diameter set rim within s" of finish grad® GENERAL N 0 TE S 72 76 2.8' " C1 coarse sand 2.5 Y 6/6 NO 1) No change to this system shall be made unless 6"-138" —2 4 C2 med. fine sand 2.5 Y 7/4 approved in writing by holmes and mcgrath, inc. <� s= VARIES 3' MAX 2) Subject to inspection during construction by the s=0.02 s=0.01 2' 0.01 MIN. Board of Health and holmes and mcgrath, inc. I uid leve level 2" PEA STONE 3) Heavy construction equipment shall not travel over disposal system during or after construction. co _ --� . 4) Disposal system to be constructed in accordance o t° SEPTIC TANK rn o o Elev.=6.14 with Title 5 of the State Environmental Code. 11) N N 5) A copy of these plans must be kept on the site DEEP OBSERVATION HOLE LOG N0. 2 N Foundation '� �' o; �: 1500 GAL. II II 00 during the time of construction. design II — -- - vi 4 ft. of 3/4 to 1 1/2 9 by others a) (D > II >. II II washed stone all around 6) A copy of these plans must be furnished to the OTHER 0 � °' � � a� chamber. 5 min. contractor constructing the disposal system. > > 10 t SOIL SOIL TEXTURE SOIL COLOR SOIL (STRUCTURES, 5 6 N N CO 7) Before backfilling, the contractor shall notify DEPTH ELEV. HORIZON (USDA) (Munsell) MOTTLING STONES, BOULDERS, c c > H-20 6 5 °' II holmes and mcgrath, inc., and the Board of Health CONSISTENCY, x GRAVEL) E c High Groundwater = 1.0 Agent to inspect the system as constructed. ow " 0 0 — — 8) If the contractor encounters any variation between 0 9.0 s 6" LAYER OF CRUSHED COMPACTED STONE " 5 F/LL the existing conditions shown on the plan and the " „ C N 6 LAYER OF CRUSHED COMPACTED STONE Bottom of test hole conditions encountered on the site, or any soil 0 —60 4.0 'E Elev. _ -4.0 condition different than shown on the soil log, or 60'-72" 3.0 PROFILE any adverse soil, the contractor shall immediately 0/E Not to Scale contact holmes and mcgrath, inc. Holmes and 72'=108" 0.0 B coarse sand 10 YR 5/6 NO mcgrath, inc. will examine the soil condition and report to the owner any suggested revisions. 108"--156" —4.0 C coarse sand 2.5 Y 714 NO 21" 9 - 5 OUTLET ° �. i a ' v a• a.•. ,���"��� MASSACHUSETTS STANDARD KNOCKOUTS :•a �••� �.' `.�` :° ' FRAME AND CRATE ° ; ►' ADJUST GRADE WITH BRICK 1 � nL 2 » 3 " SOIL TEST PRECAST CONCRETE RISER 24" r.' " FILTER CLOTH D1A' Date of soil test: 1 /16/01 �-�— Test taken by: TIM SANTOS �� Results witnessed by: DONNA MIORANDI 4" �--- 30" Percolation rate: <2 min./inch 3/+' To -1�2' Ground water © -0.4 FEET WASHECROSS-- SECTION OF PLAN —SECTION STONE CRUSHED STONE NOT TO SCALE 4' DEEP 9 HOLE DISTRIBUTION BOX. 3" NOT TO SCALE 2 s' DIA. r DESIGN CRITERIA < UNDISTURBED BASE �• �- Number of bedrooms: 7 Equivalent to 770 gpd • �• �3-20 Diameter Access Holes� N I TYPICAL LEACHING PIT Garbage disposal unit: NO ALL ACCESS MANHOLE COVERS FOR Leaching area - capacity required: 1041 sf OUTLET SEPTIC TANK DISTRIBUTION BOX, NOT To SCALE Side area proposed: 321 sf INLET ' AND LEACHING STRUCTURE SET MORE Bottom area proposed: 864 sf �... Total area proposed: 675 sf THAN 6 BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF Proposed leaching capacity: 1185 9Pd ' FINISHED GRADE WITH RISERS. Water supply: TOWN L ..�. s ,T• '' ' t • ' Precast Concrete units: H-20 loading design � . • . '.. , ;. • ' � . .,' '' 4" KNOCKOUT • ,.. FRAME & COVER STEEL REINFORCED PRECAST CONCRETE OVER "T'S" WHERE REQUIRED. f , . R PLAN VIEW _ „ Zo" DIAMETER � 4 KNOCKOUT 4" KNOCKOUT I PRECAST CONCRETE INSPECTION REMOVA LE COVERS --,,, 6" TANK RISER WHERE COVER 6" �— - REQUIRED 44 A • 4" KNOCKOUT NOTICE • .:' :.' :. a "• Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor -�--- 3" min. clearance required — INLET "T" g' — g" appears on this plan: :. • (A) no person or persons, including any municipal or other INLET . • .-2" min. inlet to outlet public officials, may rely upon the information contained herein; and •. �`'— OUTLET (B) this plan remains the property of Holmes & McGrath, Inc. , 7 6'-0" Liquid level a 6 • .: !' A. ! ♦. :, • .• DATE DESCRIPTION TU F—TI TE lDrawnIChecked ;..;. � ' •:: ® ® ® O ® ® ®GAS BAFFLE .6 ® O ® R E V I S I 0 N S o' ® ® ® ® ® L � N ® ® ® .. . DETAILS 4. W.. J ; .4 . . -I '. '.. =' ® ® ® ® ® ® FM ® 0 OF PROPOSED SEPTIC SYSTEM • • 10 6'-2" �. : ..4' 4: ,. ;.. ,:.... .d . . . ... • .. , .. ROBERT RITUCCI s' - s" 4' - 10" IN CROSS— SECTION. END — SECTION. -=-. OSTERVILLE MA TYPICAL 500 GALLON LEACHING CHAMBER (1-120) ��� or BARNSTABLE TYPICAL 1500 GALLON SEPTIC TANK. a� NOT TO SCALE •� �"��� e �i SCALE: 1" = 20' DATE: APRIL 4, 2001 NOT TO SCALE holmes and me rath, inc. H-20 �; �x civil engineers and land surveyors 200 main street 508 548-3564(PHONE) Falmouth, ma. 02540 508 548-9672 (FAX) DRAWN: GAB,MTM CHECKED: Vv-1 SANDORD\200310\200310DET.DVVG JOB NO: 200310 DWG. NO: 76-3-25AI SHEET 2 OF 2