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HomeMy WebLinkAbout0196 CRAIGVILLE BEACH ROAD - Health 196 Craigville Beach Road Hyannis A= 267 - 143 F a , a n a t F E 3 Y 1 � k V n a TOWN OF BARNSTABLE , JCATION Cfi� �� ; i �t �e SEWAGE # VILLAGE f- 74 K l^ 5 - ASSESSOR'S MAP & LOTAW',1- 23 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 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 s F C 0 B ® s N S. TOWN OF BARNSTABLE �%- CATION C P A(�1 V M -- G� ll R�SEWAGE# 7 VILLAGE MC_ASSESSOR'S MAP&PARCEL INSTALLER NAME&PHONE NO. Raul 2(1< (7zs*J� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) kA wk(m¢14,,size) NO.OF BEDROOMS r OWNER PERMIT DATE: COMPLIANCE DATE: I _ 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•1 ching facility) Feet FURNISHED BY/6 4• 'fe r r� Yl c' (74 1 r: Irin— o. Fee-f' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ofpprccation for 33ioponl 6pztem Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(J� Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.1(7v Qe j G V 1 4 i )3"=J(AD Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ,6 C �L O� Installer's Name,Address,and Tel.No. a��S^l6L1 Designer's Name,Address and Tel.NoJr'O RID Type of Building: yam+ Dwelling No.of Bedrooms ,/ Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S �> gpd Design flow provided gP .� d ._ Plan Date d> Number of sheets Revision Date Title Size of Septic Tank 26:�P a 10g6L t?ter Type f S.A.S. Description of Soil ZAy< � q-%S� Nature of Repairs)))or Alte/r/ations(Answer whenyaappplica[ble) / � ���,�� �d 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this r f He lth. Si ned Date Application:Approved by Date J Application Disapproved by: Date for the following reasons Permit No. DOC-? _5 41 Date Issued ! 7 10. Fee +_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r Yes ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS pplicatiou for �Digogal �&pgtem Cougtruction Permit:- Application for a Permit to Construct( ) Repair( ) Upgrade(11�Abandon( ) ❑.Complete System, ❑Individual Components Location Address or Lot No./%/69A!G' '� X&) Owner's Name,Address,and Tel.No. (It y - Assessor's Map/Parcel 6 3 G L Ot 1 G p Installer's Name,Address,and Tel.No. �a375/41 Designer's Name,Address and Tel.No.50$y7) 53/,? I Bhul �u OAL' ' Type of Building: # Dwelling No.,of Bedrooms F Lot Size sq.ft. Garbage Grinder ( ) ' Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures d Design Flow(min.required) (� gpd Design flow provided .� gpd Plan Date -Z - 0> Number of sheets Revision Date Title` Size of Septic Tank 1?d2v 4PA e6A5%1t j Typ�e/of S.A.S. r Description of Soil mn Gj AA)Z�, Nature of Repairs or Alter`-tions(Answer when applicable) \,T 1 ; T, r . Date last inspected: Agreement: The undersigned agrees to ens re 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 and not to place the system in operation until a Certificate of Compliance has been issued by.this Boafd f He lth. Si ed - Date Application Approved by Date J ©� Application Disapproved by: Date i for the following reasons c! G Permit No. Date Issued -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )byU at �Q6 ��'g �,�L� ,�'� -�l%b fir Klass been,constructed in accordance ) hh with the provis' f Title 5 and the for Disposal System Construction Permit No. �,�C�1Q7 " "56 �? dated Installer � � /��TD Designer 9S0/,.Ci-qC-o #bedrooms %57 Approved design flow iJ gpd i The issuance if thip permit shall n t be construed as a guarantee that the system fi nction as de ignZ U �? CV h Date N ��(UO.�(./� Inspector ------ , /`�-L - ----- --_--+ jy`-----/---. Tj No. ©©� (9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ]Bigogal 6pgtem Congtruction Permit i Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ) Abandon ( ) System located at I' i i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction �ust b completed within three years of the(date of t Date / (L) TIC) Approved`l� I; 12/24,i 2007 12:38 5084775313 ENGI:•IEERING WORKS PAGE Ell Z's S'®'7 Town of Barnstable Regulate" SerAces Thomas F. Geller,Director Public Heald' Division Thomas McKean, erector 200 Main Stmat,Hy wrnls,MA 02601 ` Mee:ee: 508=8624+M fps}: 508-790-6309. lnsWHer &Des1gneL Cer2�fijatflon Eerm Date: Sewage Permit# �d_� >Assessor's Asap\PVA%;i�,!;';ls_ �- ' lj3alitd �r: ?0,V 1 Addrem: Cyvsk�` Tlei. Addiress: Pe® • on / z- l;t B'7 Avg "'- - - was issued a permit to ti, (date) (installer) septic system at '� •9 �6 l� QA-� (� based on a design diva w-a by (address) dated fJ-7 -----(designer) l certify,that the septic system referenced above was installed substanEWly =ording to @he desiV4 which may include minor approved changes such as lateral .re:loci3Oon of the distribution box and/or septic tank. 1 certify that the septic system referenced above was installed with �;i:'a7° c b"UN!"es igmtff than 10' lateral relocation of the SAS or any vertical relocation c), itii5"Privoat ;: of the septic system.)but in accordance with State&Local ReguMonz. :If''l-4 viiaioncUr certifiod as-built by designer to follow. . 11%k O� V4 ZZ 0 PETER T. r ! McENTEE N r"n c�(�a CIVIL �ll. 's Sig�ttar'c) GIsTE �SsIO N Signature) (Affix Designer's Stamp Ffui-) r OMZLL4NCE WILL NQX BE ISSUED UNTIL ItQJH T I1IS FOIiNI AND ASaI1 .C.A AID ARE 111 EG ATE® �THE11AflZta1SR Q.E PU$LIC_HEAL.TH VW$j DN• THANI�OU. t - - j -26.04.dnc dNit& Comfication Pam 3 ps i - j!. i � ' DATE: 8/1/07 TO: Building File FROM: RCG RE: `196 Craigville Beach Road,Hyannis /: This property was subject of an evening inspection as a result of an overcrowding complaint. Dwelling is a split level. Property owners may apply for family apartment but BOH was unable to confirm septic capacity. DD (BOH) determined original approval was for total of 5 bedrooms - 3 on first floor and two down. DD advised Ricardo De Olivera(Portuguese translator) in my presence to: • Have a perc test done • Hire a professional engineer to design replacement 5 bedroom septic system • Submit plans to BOH for approval • Apply for family apartment mp Town of Barnstable * • BMWST"LE, MASS. $ Regulatory Services i679• AIEo3,�a Thomas F. Geiler, Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Certified mail: 7006 0810 0000 3525 3374 May 17, 2007 Raul Gilberto Lopes Souto 196 Graigville Beach Road Hyannis, MA.02601 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER 360 ARTICLE VII 060-16, ARTICLE I §353.1. VIOLATION OF 105 CMR 410.354 STATE SANITARY CODE The property owned by you located at 196 Craigville Beach Road, Hyannis was inspected by Donald Desmarais, RS Health Inspector for the Town of Barnstable, because of a complaint. The following violations were observed. §360-9; Town of Barnstable Code: Upgrading systems consisting of one cesspool. The septic system is a single-cesspool. It must be upgraded to current Title V. You are ordered to correct the above listed violation within the time frames listed below: 1) You are directed to contact and hire a professional engineer to design a septic system which meets local and state regulation requirements within thirty (30) days of receipt of this letter in order to upgrade this system. 4) The newly installed septic system shall be completed on or before August 1 2007. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance may result in the issuance of a $100.00 non-criminal ticket citation. Each day's failure to comply with an order of the Board of Health shall constitute as a separate violation. PER ORDER OF THE B ARD OF HEALTH c ean Director of Public Health I P.O. BOX 771 HARWICH PORT, MASSACHUSETTS 02646 Sanitary Systems Cleaned and Repaired . TELEPHONE Inspections and Certifications (508)432-4908 (Harwich) Sewerooter Service (508) 778-4908 (Hyannis) General Trucking and Construction 1-800-281-4908 Established 1943 - July 3, 2007 Barnstable Health Dept. Attn: . Donald Desmarais 200 Main Street Hyannis, Ma 02601 Re: Marilene Souto 196 Craigville Beach Rd. Hyannis, Ma 026.01 Map 267, Parcel 143 On Wednesday June 27, 2007, I performed a voluntary inspection of the septic system at the above mentioned property. I found a cesspool connected in series to a precast seepage pit. However upon opening the seepage pit, I observed the ponding (liquid level) -to be above the invert of the inlet pipe and also noticed stain lines above the pipe indicating that the pit had been totally full. This system is failed due to hydraulic loading and will not pass a Title Five inspection. Jeffrey M. Wall Wall Septic Service �ifi�U� �i�taeRfo �aPEs —�u�`o 030 y/ J951 Town of Bastable P# rin ; -_ Department of Regulatory Services no i Public Health Division Hate �, .. .. f639:.�� 200 Main Stteet;Hyannis MA 02101 f , d ( } t —. ,y max, .�:•- � ,� ] 1 e f, � ' Date;Scheduled Time : I V Fee Pd 1 :. F m Soil Suitability Assessment for Swage b4oplsal pet{ormed g ; _ Witnessed 8 ; , LOCATION&GENERAL INFORMATION Location Address 9 Owner's Name Addres g G c�v ►l e �,Yam. /�Gvl Sc�v n s��� ��iS V`��: 4¢o�6W( ZOO Assessor's Map/Parcel: r Engineer's Name MCI NEWTON MVCMN - REPAIR Telephone# `a_ ?7^✓31 Land,Use �S! T`/STY cry\_ Slopes(96) I " Z Surface Stones / O Distaneesftom:- Open Water Body >ls ft Possible Wet'Ana q�_ft . Drinking Water Well ft r Drainage Way 7 t� •ft .Property:Line l � � ft . Other ft ` SKETCH:(Street name,dimensions of lot.exact locations of test holes&perc•tests,locate wetlitnds�n prozrrmty to`holes) V .m. l q C0 - Parent material:.(geologic) Depth to Bedrock U' Depth to Groundwater. Standing Water in Hole: Weeping from Pit Race _ . c_n M Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL.HIGH WATTR;TABL Method.Used: 'l7 Depth.Observed standing in obs.hole: in. Depth to soil mottlos:, ln. _ Depth.to weeping from 9idt of ohs:hole: ..�._in, tiroundwater gdtu9ti++�nt "� Index Weil# Reading Date: Index Well level _,, AdJ,thctbr. ...e.a- AdJ Clt Gutdwater leveF;,,;, PERCOLATION t. Observation _ Hole# Titne;at 9" ......_.,.. ....�.:.._.,. MA 2��t Depth of Perc Time tit 6' Start Pre-soak Time g Time(0-6") _ 6,30 , End Pre-soak � Rate Mionch Site Suitability Assessment: Site Passed Site-Failed: Additional Testing Needed:(Y/N) . Original:' Public.Hcalth Division Observation Hole Data To Be Completed on Back ------- ***If percolation test is to be conducted within 100' of wetland,you must firstnotaf�yahe Barnstable Conseirvation Division at least one(1)week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# t Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(rn):: (USDA) ;: . (Mansell): Mottling (Structure,Stones,toulders. �rJ9 , AREP OBSERVATION HOLE.LOG Hole:# 2= ' Depth from Soil Horizon: Soil Texture. Soil Color Soil Other,. Surface(rn:)" u (USDA ) (Structutc,Stoaes,:Boulders " (Nlaasell Mottling 3` Lo 2-�LY c— ..�n 2r ., o DEEP OBSERVATION HOLE.-LOG _ Hole# DSPth frgm Soil Horizon Soil-Textuft _, Soil:Color. Soul Other' : ,m k Surface(ta) (USDA) Munselq Mottling ,''(Structure,Stones,Boulders. 71 UREP'OBSERVATION HOLE LOG Hole Depth from Sorl Horizon Soil Texture Soil Color Saii . Other surfaces'i (US.DA) (Munsell) Mottling (Structure,Stones;Bouldars, ;> t Blood Insurance Rate Mai Above 5(lOpyear`fltiod boundary No •., i ': ' VI!utlrro SOO year boundary No : :Yes � withrnslfl0yea'rfloodboundary Nii Yes De th o riEl Qcctarrin�Pervious Material Does at least four beet of naturally occurring pervious material exist in all areas observed thrQugtiout the area proposed foT Ehe soil absorpaon`systern? If not,what is the depth:of naturally occurring pervious material?�..--..__ .._.. Cgrtii�tlon .�.,�cdat e I eeih that on \1 } e)I have passed the soil evaluator examination approved by the Depattmettt of Envro mental Protection and that the above analysis was performed liy me consisteriGwith ° the regtured framing,expe rose and experi' ce d ibed"in10 escr ,,. CMR 15,017. Signature Q:1SEP'rIC1P131 CPOt;M.DOC j Za& Sqtft Seul&e P.O. BOX 771 HARWICH PORT, MASSACHUSETTS 02646 Sanitary Systems Cleaned and Repaired TELEPHONE Inspections and Certifications (508)432-4908(Harwich) Sewerooter Service (508)778-4908(Hyannis) General Trucking and Construction 1-800-281-4908 Established 1943 July 3, 2007 Barnstable Health Dept. Attn: Donald Desmarais 200 Main Street Hyannis, Ma 02601 Re: Marilene Souto 196 Craigville Beach Rd. Hyannis, Ma 02601 ' Map 267, Parcel 143 On Wednesday June 27, 2007, I performed a voluntary inspection of the septic system at the above mentioned property. I found a cesspool connected in series to a precast seepage pit. However upon opening the seepage pit, I observed the ponding (liquid level) to be above the invert of the inlet pipe and also noticed stain lines above the pipe indicating that the pit had been totally full. This system is failed due to hydraulic loading and will not pass a Title Five inspection. Jeffrey M. Wall Wall Septic Service TROY WILLIAMS SEPTIC INSPECTIONS '&q Certified by MA Department of Environmental Protection (508) 760-1819 49 40 Old Bass River Road ' South Dennis,MA 02660 Commonwealth of Massachusetts O D U Executive Office of Environmental Affairs jJ Department of Environmental Protection William F.Weld Trudy Coxe Cowemw 80"Italy Argeo Paul Celluccl tt Gor.ma David B.Struhs Corm�sbnsr SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 11 CERTIFICATION Property Address: �� Lr'a ' 7 1 !�t Cac �fd. 14 � � d` Address of Owner.�vr.,,a.. -,F 1�'1����✓t .sc�n rti%tip Date of Inspection: (If different)Name of Inspeetor�o l J: 1 1; �, s /02 C_6j' I Company Name,Address ZA Telephone Number. �f�1 c , 5r-L G.-10oIJL, r� v� s� 6 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ,Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signatur Date- s , � /.ZS-/9c The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system_ owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B,C,or D: A] SYSTEM PASSES: _ZI have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: IV14 One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y, N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal,cracked,structurally unsound, shows substantial infiltration or enfltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a yonforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Addree, 6 ��0.i 9 Lo r 'I e- i34w C— Owner. 5 L �- Date of Inspection: 9 I/ Bl SYSTEM CONDITIONALLY PASSES (continued) A /1 Sewage backup or breakout or high static water level observed in the distrilmdon box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced _ obstruction is removed distribution box is levelled or replaced The system required pumping more than four 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 C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: IV/9 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND 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 APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. _ The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is Was than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for eoliform 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. 3) OTHER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: j G`�` : �/ �c & a �, Owner. c 4- Date of Inspection: DI SYSTEM FAILS: ' I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. — Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for ooliform bacteria, volatile organic compounds,ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: /V 14 The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: 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 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: I / `/I l_✓4 • g Ur 11 L O<C. `� Owner. Date of Inspeotion: Check if the✓Pu following have been done: mping information was requested of the owner, occupant, and 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 of water have not been introduced into the system recently or as part of this inspection. AllflAs built plans have been obtained and examined. Note if they are not available with N/A. _The facility or dwelling was inspected for signs of sewage back-up. ,ZThe system does not receive non-sanitary or industrial waste flow ( The site was inspected for signs of breakout. 2All system components,excluding the Soil Absorption System, have been located on the site. NL4 The septic tank manholes were uncovered, opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction,dimensions, depth of liquid, depth of sludge,depth of scum. —VIThe size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: y 1 Cr✓a : Owner. cS Date of Inspection:` G d RESIDENTIALFLOW CONDITIONS Design flow: y ° gallons Number of bedrooms:, Number of current residents: b Garbage grinder(yes or no): /V° Laundry connected to system(yes or no):-�6 S Seasonal use(yea or no):-!�Lo Water meter readings, if available: ( L C 6 a , 4 /� 1 Last date of occupancy: uv� COMMERCIAL/INDUSTRIAL. Ajl q Type of establishment: Design flow:_------gallona/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yea or no)_ Non-sanitary waste discharged to the Title 5 system: (yea or no)_ Water meter readings, if available: Lest date of occupancy: OTHER (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: L.�•s�- ,,��, ���( Ste„t- 4 y .� � � � � L /�74 �. System pumped as part of inspection: or no)_&o If yes, volume pumped: gallons Reason for pumping. TYPE OF SYSTEM Septic tank1distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or.no) (if yea, attach previous inspection records, if any) Other(explain) R�+.7 APPROXIMATE AGE of all components,date installed(if known) and source of information: _I J ri 4 •�.. .� )' .f-�, L,o Sewage odors detected when arriving at the site: (yes or no)L' b (revised 11/03/95) 6 L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C q / SYSTEM (INFORMATION(oontinued) Property Address: / b C!-u ; y ✓ c— Owner. L .ern Date of Inspection: SEPTIC TANK�< (locate on site plan) Depth below grade: Material of construction:_concrete_metal_FRP—other(explain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 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: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage, etc.) GREASE TRAP- ( locate on site plan) Depth below grade: Material of construction:_concrete_metal_FRP—Other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or bane: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage, etc.) (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C / SYSTEM INFORMATION(continued) Property Address; ( 5 6 �a r y 1 L c c, L, Owner. Date of Inspection: C/4zrtl7 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: Material of construction:_concrete_metal_FR.P—other(explain) Dimensions: Capacity: gallons Design flow: p1lons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches,etc.) l i DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBERZ_V�� (locate on site plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances,etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C cy SYSTEM INFORMATION(oontinued) Property Addrem f' / i; C V-a vIt i Owner. 5 G � r 4 7`'-/ Date of Inspeotion: g/a s.-/9 SOIL ABSORPTION SYSTEM (SAS).- )/ (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: leaching pits, number: o N t— G / G S 71q 4,�e— ( h c 4 L GGL e—4 leaching chambers,number:_ leaching galleries, number. leaching trenches,number,length: leaching fields, number,dimensions: overflow cesspool, number: Comments: (note condition of il, signs of hydraulic failure, level ofnding, condition of vegetation,etc.) [V6 S c ti S o a d { (�tr c. r o po � II GS o I J ct O h ci6 v c✓ 0-- Ta 11s S iy 'S O YouS 14- W-X C.-w 1Jw I'�h G+KS .+..JL 4b c V!nNLe S4S A•rL, . CESSPOOLS: (locate on site plan) Number and configuration:U h L. a— 61 e c--S Sp o o ! Depth-top of liquid to inlet invert: Depth of solids layer._ 3 �� Depth of scum layer. /Va All-- Dimensions of cesspool:_ L de h n x G Materials of construction: /0.^e c, S f c. c Indication of groundwater: inflow(cesspool must be pumped as part of inspection)_ �_'t S S Comments: (note n of soil,sL�'ng of hydraulic failure, level of ponding, condition of vegetation, etc.) J i S PRIVY:L1l�i9 (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.) (revised 11/03/95) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: `�' rn C,r�.: y �, �(` ec� I-L 14FC) Owner: c��. •+� 4 Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM:- Include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' t 4- v c •.fi , o a UG fF17 a.J 1+ 1 �Ji.�(tio '�� DEPTH TO GROUNDWATER Depth to groundwater: feet adjusted high groundwater level method of determination or approximation: /- -r,�,.„t___ �, � ,�c 6 /o w /c C,I-- , 6g g LA I i ?&a& Sqt� Seine P.O. BOX 771 HARWICH PORT, MASSACHUSETTS 02646 Sanitary Systems Cleaned and Repaired TELEPHONE Inspections and Certifications (508)432-4908(Harwich) Sewerooter Service (508)778-4908(Hyannis) General Trucking and Construction 1-800-281-4908 Established 1943 July 3, 2007 Barnstable Health Dept. Attn: Donald Desmarais 200 Main Street .Hyannis, Ma 02601 Re: Marilene Souto 196 Craigville Beach Rd. Hyannis, Ma 026.01 Map 267, Parcel 143 On Wednesday June 27, 2007, I performed a voluntary inspection of the septic system at the above mentioned property. I found a cesspool connected in series to a precast seepage pit. However upon opening the seepage pit, I observed the ponding (liquid level) to be above the invert of the inlet pipe and also noticed stain lines above the pipe indicating that the pit had been totally full. This system is failed due to hydraulic loading and will not pass a Title Five inspection. Jeffrey M. Wall *Waleptic Service P.O. BOX 771 HARWICH PORT, MASSACHUSETTS 02646 Sanitary Systems Cleaned and Repaired TELEPHONE Inspections and Certifications (508)432-4908(Harwich) Sewerooter Service (508)778-4908 (Hyannis) General Trucking and Construction 1-800-281-4908 Established 1943 July 3, 2007 Barnstable Health Dept. Attn: Donald Desmarais 200 Main Street Hyannis, Ma 02601 Re: Marilene Souto 196 Craigville Beach Rd. Hyannis, Ma 026.01 Map 267, Parcel 143 On Wednesday June 27, 2007, I performed a voluntary inspection of the septic system at the above mentioned property. I found a cesspool connected in series to a precast seepage pit. However upon opening the seepage pit, I observed the ponding (liquid level) to be above the invert of the inlet pipe and also noticed stain lines above the pipe indicating that the pit had been totally full. This system is failed due to hydraulic loading and will not pass a Title Five inspection. Jeffrey M. Wall 4 Wall Septic Service ic. Siab I $ 635mr.Gerega P ai.Si:�c:c:`s.�6_ _._.._-�_ Irsilr i :-URCH. PRFGC . .e wetF� a Attic,r:r A Stairs S I J Toilet Raero Fie.Rtfia Tc.'a F:ai;.satb _ _ . . . . r the Wolfs �EGPi[S --�F;IOR FENISF m4. F r j� 1• 2 3 N 0 r�. eF.=r MD. J Anie =_� t� ear Esstcr i- Y t Im E able Siding j`,$ i Flyrroad igic Siding Plasterboard .Eat.'Fin. R1 Shingie, TILBFIG C — t / Q�O W X.elk. C F P Beth Fl. Hent 70, ca Bik_On Int.Layout Ballt Ft.r$WEairsa. Auto HL unit . 70 •78..• ��Q — Veneer Int.Cond_ Beth Fl.&Walla FiraPlace t 7 Q O Toilet Rm T HEATING o .Fl. in-I''rk.On Plumbing � 6 lid Cam.Brk. Hot Air Toilet Rm.Fl-L Wains. Tiling Steam Toilet Rm.Fl.6 Walls c/ l snkol Ins. Hot Water St.Shoxer Total of Ins. Air Cond. Tub Area Floor Furn. . ROOFING COMPUTATIONS ph.Shingle Pipeless Furn. S.F. m� 97O and Shingle No Heat S.F. �Q :Irs.Shingle Oil Burner S.F. /S•7O /Y.-YlyQ/ ate Coat Stoker S.F. a. Q R le OUTBUILDINGS Gas S.F. ROOF TYPE Elecbic S F 1 2 3 4 5 6 7 8 91101 1 2 3 4 5 6 7 8 9 10 MEASURED ible Flat Pier Found. Floor p Mansoid FIREPLACES S.F. rmbrol Fireplace Stack Well Found. O.H.Door LISTED FLOORS Fireplace / Sgle.Sdg. Roll Roofing inc. LIGHTING Dble.Sdg. Shingle Roof DATE Olt No Elec4. Shingle Walls Plumbing no I Cement Blk. Electric 6 rrood ROOMS PRICED ard tph.TileBsmt. �j/f St s�� TOTAL 301.27 Brick lot.Fnisb ingle 2nd 3rd FACTOR ot>? / n CON REPLACEMENT 3(oIS� sd(O 33 OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. CONO. REPL. VAL. Phy.Dep. PHYS. VALUE FuncLDeP. ACTUAL VAL. O m OD m 3 Ol W 4 ' Q .A 5 6 7 B Ba a • r I l t I l t t i 1 1 l l •— lsl TOTAL ME 7 raj gyil-le Road ify=nisport ro 0 H 3-2*P67 i43 LAND no) RECORD OF TRANSFER DATE B K PG I.R.S. REMARk6: DA, #22 -ns. w TOTAL e-rf 7 7 a—m— —a LAND es E. et 6-11 674 .23 ac SLOGS. 0 Scbmidt, Norman H. & Mildred L. P�- -74 2050 311 $4 6 0M TOTAL 6 2 LAND SLOGS. TOTAL 0.2-6 LAND 01 TOTAL LAND 0, TOTAL LAND CIA SLOGS. TOTAL LAND INTERIOR INSPECTED: BLDGS. TOTAL DATE: LAND ACREAGE COMPUTATIONS SLOGS. LAND TYPE OF ACRES PRICE TOTAL DEPR. VALUE TOTAL LAND HOUSE LOT '�T- 6 0 CLEARED FRONT BLDGS. REAR TOTAL 0 WOODS&SPROUT FRONT LAND SLOGS. PEAR Q TOTAL 00 WASTE FRONT j LAND w REAR Q SLOGS. 0) CA TOTAL LAND SLOGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT _DEPTH STREET PRICE DEPTH%I FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN LAND ROUGH BLDGS. -H WA'ER HIGH GRAVEL RD. TO A ro LOW DIRT RD. LAND u SWAMPY NO RD, SLOGS. s N LEGEND _ y o G X 9 8,0 7 EXISTING CONTOUR, o EXISTING CONTOUR 0 a o.m Q ? ® TEST PIT o P' o cU ? PROPOSED 2000 GALLON 117,77 a W EXISTING WATER SERVICE N 2 COMPARTMENT f�����.`�M, ! G EXISTING GAS SERVICE X 118.26 r r _ _ _ _ _ _ Craigville Beach Rd SEPTIC TANK S� � S OVERHEAD WIRES `oC�a°"�6 EXISTING CESSPOOLS O.H. W. LOCUS Lot 22 0 �o,o "F TO BE REMOVED { BENCHMARK Benchmark set M1 a 94267 ���`� TP—, 4(SEE NOTE 11) LOCUS MAP Aj.S, Top conc. ret. wall p _ 0 TP- ,� 117,82 El.=118.48 (Assumed) Parcel 14,:� 117.60 VENT 0 >P...118.2 4 .5"lied J oo y ,recx , "-, r�' ^ � Y y�� .,SFb`5.�>��� GENERAL NOTES: 10, 1. THE LOCAL I ALL CHANGES TO THIS PLAN MUST !3E APPROVED BY T rrCO U� 117,00 BOARD OF HEALTH AND THE DESIGN ENGINEER. l Coh 3�?�;����x�\ ^ca' fit` 2_ ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS /.ElSTlNG r / ^ �yr OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE / ' \ �, LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: `y 117,8 /; HOUSE (, 196) 117,85 O 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: TOF=118.33;% �' 'f,i� C, 1) A 2' variance to maximum cover regirernent over S.A.S., for'Walk—out Floor' !` ; i �a 5' of cover. S.A.S. shall have H-20 units and be vented. 1. 7.8 0 •" 2) A 2' variance to maximum cover regirement. over Septic Tank, i EL=114 82 ' 117,64 � " (Assumed), '"/ j"�' � 116,81 far 5' of cover. Septic Tank shall have H-20 rating. � 00 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Paved ,S TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE Drive O� D�0 DESIGN ENGINEER. /x 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 117,66 X FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN "% 17.45CO ENGINEER BEFORE CONSTRUCTION CONTINUES. / 116.66 icy � 117.03 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 116 48 �i� / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF //// 16,33 116.81 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. S,o, s� / c"4, 7. WATER SUPPLY PROVIDED BY TOWN WATER. 116.19 Q�k N 6,��00• 1116 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. (55 116 10 j g" ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. /SET t 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING t" 1 115,67 CONSTRUCTION. 4-116.24 X 115, } 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS UP/24/16 �/Q/� '1�6 115,5 IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). �C �S 115.43 o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE McENTEE NoCIVIL 196 C RAI GVI LLE BEACH ROAD, HYAN N IS, MA Prepared for: Gilber Souto, 196 Craigville Beach Rd„ Hyannis, MA 02601 F L Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works WARNER SURVEYING 1 =20- P.T.M. 235-07 12 West Crossfield Rood 22 Long Road U Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. 4 ) H (508) 477-5313 (508) 432-8309 11/3/07 P.T.M. 1 Of 2 INSTALL RISERS W/COVERS OVER EACH MANHOLE PROVIDE RISER OVER D-BOX & SET INSPECTION RISER PIPE VENT T.O.F.=1 18.33 (Existing) AND SET, COVER TO WITHIN 6" OF FINISH GRADE TO WITHIN 6'r OF'!FINISH GRADE FINISH GRADE: 118.0(MAX.) �. EXISTING F.G. EL.118.Ot F.G. EL.118.0t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISHED CELLAR FLOOR , GRADE SHALL NOT BE < EL.87.0 FOR A DISTANCE EL.=114.82t L = 25' (MAX.) OF 15' FROM THE S.A.S. L = 6, 4" SCH 40 PVC 6 4' SCH 40 PVC �� 4°L SCH(40 PVC APPROVED FILTER FABRIC „ FINV.= N,) 10„ B.. OVER STONE ONLY 14" 14" ® S= 1% (MIN.) f,� S= 1% (MIN.) 11" EFF. " 48" LIQ. DEPTH DOUBLE WASHED LEVEL a.. GAS GAS PROPOSED STONE BAFFLE BAFFLE D-BOX INV.=112.59 6 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.3' 1' 5 INV.=112.90 INV.=112.84 INV.=112.67 OVERALL LENGTH = 32.3' ,SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 2000 GALLON H-20 SEPTIC TANK N.T.S � VEGETATIVE COVER COMPARTMENT NO. 1 - 1100 GALLON MINIMUM STORAGE BACKFILL WITH CLEAN PERC SAND TIE INTO EXISTING SEWER COMPARTMENT NO. 2 - $50 GALLON MINIMUM STORAGE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TO TOP OF CHAMBERS [AT, OR ABOVE, INV.=113.40 INVERTS PRIOR TO CONSTRUCTION. 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL BREAKOUT=TOP AND TRUE TO GRADE ON A MECHANICALLY' COMPACTEDSIX ) TOP ELEV.=113.0 310 I CMR NCH C15 221(2RUSHED STONE BASE, AS SPECIFIED IN INV. ELEV.=112.59 3) INSTALL INLET & OUTLET TEES AS REOUIRED, BOTTOM ELEV.=111.67 4) GAS BAFFLE TO BE INSTALLED ON OUTLETLTEES. 2 8' III I IIIII�II 21" 6-4° POLIIAL OUTLETS SEPTIC SYSTEM PROFILE 5' MIN. I EXCAVATION OR G.W. EFFECTIVE WIDTH=16.8' 2" 2" �-+° POL.rsEAL INLETS EXISTING SUITABLE `�" N.T.S. NO GROUNDWATER G.W. EL.=105.8 MATERIAL I USE 6 ROWS OF 5-HIGH CAPACITY INFILTRATOR CHAMBERS 00 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 0 �, + TYPICAL SECTION 00 N.T.S Top View Section SOIL LOG DESIGN CRITERIA N D--BOX DATE: NUVEMBER 1, 2007 (P-1 1984) NUMBER OF BEDROOMS: 5 BEDROOMS SOIL EVALUATOR: PETER T. MCENTEE P.E. SOIL TEXTURAL CLASS: CLASS I fr ;'` ,� £ WITNESS: DONNA MIORANDI-HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 550 G.P.D. Elev. TP- 1 De th Eev. TP-2 Oep th 50 G.P.D. �� _�_ DESIGN FLOW: 5 t {' ,' 5,f' 117:8 A 0" A GARBAGE GRINDER: NO 0 0 o n o a o 0 00, '` f �I SANDY LOAM SANDY LOAM PROPOSED SEPTIC TANK: 2000 GAL. CAPACITY (2 COMPARTMENT 1 100 MIN./550 MIN.) 0 000 000 o0n n 00000000 0 .F £' r r ;' £` F; { t€ t� 10YR 3/3 10YR 3/3 LEACHING AREA REQUIRED: (550) = 743.2 S.F. 117.1 B 8" 117.1 B 8„ 28 28"--I °• t of,h�use } 74 bock III SANDY LOAM SANDY LOAM USE 6 ROWS OF 5 HIGH CAPACITY INFILTRATOR H-20 UNITS WITH Closed End Plate UDen End Plate CO 1.P, 10YR 5/8 10YR 5/8 NO STONE AND EXTENED BY 1 FT WITH STON (16.8' x 32S) COW SIDEWALL AREA: NOT APPLICABLE �bo- j�, �� 114.3 42" 114.3 42" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) j C PERC C (INFILTRATORS) 30 UNITS x 6.25 LF x 4.72 SF/LF = 885.0 SF Z i 1M 54„ (STONE) ... ............. .. . . .. ...............1' x 14' = 14.0 SF 11 I ^j 'S W I tV DESIGN FLOW PROVIDED: 0.74(899.0 S.F.) = 665.3 G.P.D. LL�I 7.5— —�I Imo--34" —=—I 3 l00 1 �, I M—C SAND M`C SAND h— I I 2.5Y 6/4 2•5Y 6I4 PROPOSED SEPTIC SYSTEM UPGRADE 1.2s" side view End view I OPOSEO s,A.s. i 196 CRAIGVILLE BEACH ROAD, HYANNIS, MA T", i ---------------- HIGH CAPACITY INFILTRATORS, H-20 LOADING I Prepared for: Gilber Souto, 196 Craigville Beach Rd., Hyannis, MA 02601 t"' 32.3 105.8 144" 105.8 144" Eng(neering by: Surveying by: SCALE DRAWN JOB. NO. INFILTRATOR CHAMBERS ' /�. No GROUNDWATER OBSERVED EngineeringWOrb WARNER SURVEYING N.T.S. P.T.M. 235-07 N.T.S. S.A.S. LAYOUT. E'ERC RATE <2 MIN/IN.("C" HORIZON) 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 11/3/07 P.T.M. 2 of 2 l s WNWAMEMMMMMMMEad LEGEND 00 x 9g,07 EXISTING CONTOUR �o — — --�O4— EXISTING CONTOUR �° 0 or o ® TEST PIT �., gUg Lo ° d Q. o ? o v 7 f � 'M PROPOSED 2000 GALLON /- _ x 117.77 W EXISTING WATER SERVICE a = N 2 COMPARTMENT � I I � m G SEPTIC TANK x 118,26 �/ `� . EXISTING GAS SERVICE Beach - — S 6>, i OVERHEAD WIRES cro19 v11Ie Rd o.H. W. LOCUS Lot 22 da �o� �� F EXISTING BEI REMOEEDPOOLS BENCHMARK Benchmark set 1 Ma 10, 267 TP-094t S.F. �� TP-1 0 (SEE NOTE 11) LOCUS MAP N.T.S. /`` o Top conc. ret. wall 1 _ p 0 ,� 117,82 El.=118.48 (Assumed) Farce/ 4�� �' O �!� ���� 117.60 \ gal VEN T ram` GENERAL NOTES: +¢}0VC, ..ram'N f 1�%`� �� S�•S`� �O, "ock !F `>�-�: `< 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Uz ; 117.00 BOARD OF HEALTH AND THE DESIGN ENGINEER. 00 h `;�3�`�Jx,� ,\ro' �C` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS � OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE G /EXISTING i \ `y� act LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 117,8 HOUSE 196 �/ 310 CMR 15.405 1 b CONTENTS OF LOCAL UPGRADE APPROVAL: ( �, 117,85 a ( )( ) / - / � over S.A.S. for TOF-118.33// � , � 1) A 2' variance to maxim cover regirerent r. S.A.S. sholl have H-20 units and be vented. /. /a/k-out, F!�r//� .. �17.8 0 ��, 5 of cove S E1.=114.82 / 2) A 2' variance to maximum cover reqirement over Septic Tank, 117.64 (Assumed)-' - 116.81 for 5' of cover. Septic Tank shall have H-20 rating. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Paved O. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE y e M DESIGN ENGINEER. / �� Drive � 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING x 117,66 X ��` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN "%11 17.45 ENGINEER BEFORE CONSTRUCTION CONTINUES. 'vp`� 117.03 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 116.48 116.66 a�r�. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF mac. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF /116,33 / Sx°�� \ 116,81 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER. / 116,19 �d9�+/4 N E /0400• �176 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. �.�58 , 116.E SE T /f 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. �b 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �� `'`�- THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING r _ Y 115.67 CONSTRUCTION. -6-116,241.1 x 115. 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS UP/24/16 t-oly ��ib 115 5 IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. �P�,�� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), 11c�,43 ' M�NTET.E y PROPOSED SEPTIC SYSTEM UPGRADE Cj� p CIVIL "' 196 CRAIGVILLE BEACH ROAD, HYANNIS, MA o. 35109 Prepared for: Gilber Souto, 196 Craigville Beach Rd., Hyannis, MA 02601 qOEngineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works WARNER SURVEYING 1"=20' P.T.M. 235-07 `� 12 West Crossfield Rood 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. ( (508) 477-5313 (508) 432-8309 11/3/07 P.T.M. 1 Of 2 L II VENT INSTALL RISERS W/COVERS OVER EACH MANHOLE PROVIDE RISER OVER D-BOX & SET INSPECTION RISER PIPE-\ T.O.F.=118.33 TO WITHIN 6" OF FINISH GRADE (Existing) AND SET COVER TO WITHIN 6" OF FINISH GRADE ) FINISH GRADE: 118.0(MAX.) �. EXISTING F.G. EL.118.0t F.G. ELA 18.0t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA e. ------------ NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISHED CELLAR FLOOR GRADE SHALL NOT BE < EL.87.0 FOR A DISTANCE :. OF 15' FROM THE S.A.S. EL.=114.82t ,, L = 25' (MAX.) I, 4" SCH 40 PVC 4" SCH 40 PVC 4"LSCH(40 PVC 6 APPROVED FILTER FABRIC ® S= 1% (MIN.) 10" 14' 14" ® S- 1% (MIN.) 0 S 1% (MIN.) 11" EFF. 3/4 -OVER S 1�2 ONLY 4L EL DEPTH DOUBLE WASHED LEVEL GAS GAS PROPOSED 6 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.3' 1' STONE BAFFLE BAFFLE INV.=112.59 INV.=113.15 INV.=112.90 INV.=112.84 t INV.=112.67 OVERALL LENGTH = 32.3' SOIL ABSORPTION SYSTE.M (PROFILE PROPOSED 2000 GALLON H-20 SEPTIC TANK ? N.T.S. VEGETATIVE COVER COMPARTMENT NO. 1 - 1100 GALLON MINIMUM STORAGE BACKFILL WITH CLEAN PERC SAND TIE INTO EXISTING SEWER COMPARTMENT NO. 2 — 550 GALLON MINIMUM STORAGE NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTINGiPIPE TO TOP OF CHAMBERS AT, OR ABOVE, INV.=113.40 INVERTS PRIOR TO CONSTRUCTION. 2) SEPTIC TANK AND D-•BOX SHALL BE SET)LEVEL BREAKOUT=TOP AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN TOP ELEV.=113.0 310 CMR 1 5.221(2). INV. ELEV.=1 12.59 3) INSTALL INLET & OUTLET TEES AS REOUIRED. BOTTOM ELEV.=111.67 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEES. Ili I IIIII�II I N. ABOVE BOTTOM 2t° ®-a" POLY9EAL OUTLETS SEPTIC SYSTEM PROFILE T.P.IEXCAVATION OR G.W. EFFECTIVE WIDTH=16.8' 2" 2" 1-a° POLYSEAL INLETS EXISTING SUITABLE NO GROUNDWATER G.W. EL.=105.8 MATERIAL a. USE 6 ROWS OF 5—HIGH CAPACITY INFILTRATOR CHAMBERS 00 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE N o TYPICAL SECTION N.T.& SOIL LOG DESIGN CRITERIA ' nl Top_View Section DATE: NOVEMBER 1, 2007 (P D`©O —1 1984) NUMBER OF BEDROOMS: 5 BEDROOMS © X SOIL EVALUATOR: PETER T. MCENTEE P.E. SOIL TEXTURAL CLASS: CLASS I ` { _ WITNESS: DONNA MIURANDI—HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN n i i I % t ' ' ;£ ' € , " DAILY FLOW: 550 G.P.O. ' r F ` Elegy. TP-4' Depth Elev. TP-2 Depths DESIGN FLOW: 550 G.P.D. 117.8 A 0" A GARBAGE GRINDER: NO 0 0 0 o 0 0 0 0 0 0 t' } r ' I SANDY LOAM SANDY LOAM PROPOSED SEPTIC TANK: 2000 GAL. CAPACITY (2 COMPARTMENT 1 100 MIN./550 MIN.) 0000000 0o00000 10YR3/3 10YR3/3 0 0 0 0 0 0 0 0 00000000% ? ' ; r }° 8" LEACHING AREA REQUIRED: (550) = 743.2 S.F. CO 117.1 B 8„ 117.1 B ? i .74 bOCk SANDY LOAM SANDY LOAM USE 6 ROWS OF 5 HIGH CAPACITY INFILTRATOR H-20 UNITS WITH Closed End Plate Open End Plate COR 1OYR 5/8 10YR 5/8 NO STONE AND EXTENED BY 1 FT. WITH STONE (16.8' x 32.3') CONr� SIDEWALL AREA: NOT APPLICABLE ~ q �' >9 1 114.3 42" 114.3 42" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR).h (9, C C (INFILTRATORS) ! PERC 30 UNITS x 6.25 LF x 4.72 SF LF = 885.0 SF 54„ (STONE) ..............................................1' x 14' = 14.0 SF DESIGN FLOW PROVIDED: 0.74(899.0 S.F. = 665.3 G.P.D. I M-C SAND M-C SAND —I�---- 75"-----1 I-- 34" CO ICO I 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE 1.25 side view End view OPOSED S.A.S. 196 CRAIGVILLE BEACH ROAD, HYANNIS, MA ---------------- HIGH CAPACITY INFILTRATORS, H-20 LOADING I Prepared for: Gilber Souto, 196 Craigville Beach Rd„ Hyannis, MA 02601 h'�—�-32.3'---+►� . 105.8 144" 105.8 144" Engineering by: Surveying by: SCALE DRAWN JOB. NO. INFILTRATOR CHAMBERS NO GROUNDWATER OBSERVED EngineeringWorb WARNER SURVEYING N.T.S. P.T.M. 235--07 N.T.S. S.A.S. LAYOUT PERC'RATE <2 MIN/IN.("C" HORIZON) 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 1 1/3/07 P.T.M. 2 Of 2