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HomeMy WebLinkAbout0246 LINCOLN ROAD - Health 276=� . -"Co Z � Lead Paint Inspections by Fred Hemmila 16 Quaker Road, East Sandwich, MA 02537-1027 Tel.,508-888-8378 In Mass: 8.00-286-8378 FAX 508-888-8397 Email: fredleadQcomcast.net Website: www.fiedhemmila.com LETTER OF FULL INITIAL LEAD INSPECTION COMPLIANCE DATE: JVL a ` '/ D,g2010 Porn nTi r MA oa&33 This letter is to certify that I inspected your property located at d.qb Ll Al COW WO rtrnent no. N , and relevant common areas; in the City or Town of {-rIOWAdlS - �y , dangerous levels of lead according to 105 CMR 460.730 of the Regulations for Lead Poisoning ention and Control, and determined that there were no violations of the Lead Law, tassachusetts General Laws, Chapter 111, section 197. The inspection was conducted on t 1 I also certify that I observed no evidence that unauthorized deleading activities may have occurred in this unit or in its associated common areas. Please be advised that Massachusetts law requires that only certain residential surfaces be free_.vf 1 d.paint. Thus; this letter does riot mean that your property contains no lead paint. The premises L—elling unit and relevant common areas shall remain in compliance only as long as there _ irtues to be no peeling, chipping, or flaking lead paint or other accessible materials and as'iong L7-venngs forming an effective barrier over such paint and materials remain in place. The law you a 30-day maintenance period to repair deteriorated lead paint or detached coverings over L paint, and to cleanup,.during:which time this Letter remains valid. The initial inspection report �, = aces which surfaces, if any; contain a dangerous level of lead, as well as those surfaces, if any, ivere covered upon initial inspection. Sincerely, 246 Lineoin Road.Hyannis 026014A, ,9'tily 20; 201'0 Inspector l JtO DPH License Number ?,Vou have.any questions about this letter, call the Department of Public Health at 1-800-532-9571. Full lntitial Inspection Compliance rev 8-08 Town of Barnstable .�'"E' i.� Regulatory Services Thomas F. Geiler, Director 9� ZMAX Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form - Date: 1, Sewage Permit# Assessor's Map\Parcel 27 0 ')Zk Designer: TX Installer: pC�et* 4 Address: � Address: VL10 Xs-57 On 1� t� /� o�Ieo(" /,S was issued a permit to install a date) l (] f (irK taller) 1.,�� septic system at GIs"I t� based on a design drawn by (address) / l dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the sepic ystem referenced above was installed with major changes (i.e. greater than 10' later relocation of the SAS or any vertical relocation of any component of the septic syste but in accordance with State & Local Regulations. Plan revision or cert' ed as-built designer to follow. / 0.F M ` , o DARKEN MEYER Install ignature) " No. 1140 I SANITAR�P� kA (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARN rABLEUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-04'doc V. I i Town of Barnstable P# Department of Regulatory Services BLA• ' Public Health Division Date D i639 ems$ 200 Main SneeG Iiyannis MA 02601 �rf0 Ml+'l b rTi 111Date Scheduled me Fee Pd. ,foil Suitability Assessment fog- Sewage Disposal Performed By: ' Witnessed By: LOCATION& GENERAL'INFORMATION Owner's Name A4 wcationAddressAq� x .�E��ER �Y��lalS M� let+kS�+�S( Address l� 0C6A?IVlF—W AVE Assessor'sMap/P4rcel: z 2 7o ,O� Engineer'sName n h M rjty� NEW CONSTRU�PION REPAIR Telephone* J. 06 -29 2Z Land Use Slopes(4a) / - Surface Stones Distances from: ()pen Water Body, �� ft Possible Wet Area`� Oft Drinking Water Well ft ^a -a c_•-) P Drainage Way ft Property Line ft Other SKETCH:($treet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proxitnitta holes) lco S 1110 Paki CD dad,e- I , i T WOW i i Parent material(gcOlogic) f 4LIt, I/ ' " is � Depth to Bedrock JA IV Depth to GroundwaWr. Standing Water in Hole:' y _ Weeping ftom Pit FACe ....r.....��. Estimated Seasonal;$gh Groundwater D `ERIVIIN TI®N FOR SEASONAL HIGHWAT]C TADLE Method Used: ,-. ln. Depth 0-bserved standing in obs.hole: in. Depth to still mottles[ Depth toiweeping from side of obs.hole: 17 in, ©roundwater Adjustment ft. Index Well#� Reading Date Index Weli level._,.a,...a Adj,laetor,�.,_,a. Adj.(Jr oundwnlerl.evel,,,,e, PERCOLATI ,N TFST Observation 1 f Time At . ...------ Hole# r l i.. Time at 6"Depth of of Pere Start Pre-soak Time.0 10 -- Time(9"-6") — ... .. End Pre-soak ii F•h t ni _ (� Rate MinJlnch L• Site Fail Site Suitability Assessment: Site Passed Failed: Additional Testing Needed(Y/N) Original.Public He'�ith Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 1009 of wetland,,you must first notify the Barnstable C44servation Division at least one(1)wedk prior to beginning. DEEP OBSERVATION HOLE:LOG Hole# Depth from Soil Horizon Soil Texture Soil'Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 4 NIA 7,+—2-1/" A L04 Altw Ic /10Yk qg`' -6 Sa�4 OqM I �6j DEEP OBSERVATION HOLE-LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)>' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. x onsistena• %Gra ei ),14 16 T Cl bf a 0 G/ 19 14 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste c o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) Flood Insurance Rate Map: Above 5M year flood boundary No— Yes l'U n Within 500 year boundary No ly Yes Within 100 year flood boundary No, Yes c�:_-D Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviousmaterial exist.in all areas observed throughout the area proposed for the soil absorption system? nn If not,what is the depth of naturally occurring pervious material? Certification I certify that on 7 (date)I have passed the soil evaluator examination approved by the Department of Enviro/0/ nmental Protection and that the above analysis was performed by me consistent with 0 the require( raining,expertise and experience described in 3,10 CMR 15.017. Q 'Signature I k KAi Date 11 6 o-7 Q-\SEPTICIPERCFORM.DOC _ TOWN OF BARNSTABLE ` LOCATION "Y 1�/11rW119//�� SEWAGE # :�00 7 Sb3 VILLAGE ����i� 410 ASSESSOR'S MAP & LOT 270-0V INSTALLER'S NAME&PHONE NO. /! SEPTIC TANK CAPACITY r 'LEACHING FACILITY: (type) 320 (size) NO. OF BEDROOMS BUILDER OR_OWNER iJn��t'K PERMITDATE: I _f 3 0 COMPLIANCE 'DATE:_jl�'I12-& 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 I Furnished by ii� J� )_ A � W c� N v t � � © � 1 .� a � `�-�.� c •-691-,P-dj 9 TPA LC TOWN OF LOCATION: 16-7 1-1&eoW aft VILLAGE: ikNN6S LOT # : PERMIT # : INSTALLER' S NAME: — INSTALLER' S PHONE # : "I " 67-9.0 LEACHING FACILITY: (type) SOD L G°/4Aj2(6 (size) NO. OF BEDROOMS: BUILDER OR OWNER: !� PERMIT DATE COMPLIANCE DATE: 0111p I DRAW DIAGRAM ON BACK Al 3 32, _v 31 -© 13 7 13—v a 02✓� 5o, 2 Liu cac,� !' s No. �� ✓ u CO Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE; MASSACHUSETTS Yes ZippYication for Biooar *p5tem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (/� �/CId, A?/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ! Oily *Y, D6r/Ce4*—,. Installer's Name,Address,and T I.No. Designer's Name,Address and Tel.No. Type of B ding: 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) —3 .0 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank f5-00 Type of S.A.S. p SNa S Description of Soil Nature 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 Environmental Code an o to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued —————— —— •————— ———— No. r�Ltl / �3 Fee _— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE 1'MA S CHUSETTS Yes !' 01ppYication for Mioaal *rgtem Cottgtruction Permit { Application for a Permit to Construct O Repair O Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. (/� Z4 C�L/� /�/1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel � 7 Installer's Name,Address,and T I.No. Designer's Name,Address and Tel.No. f Type of B ding: _ Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) 3a gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title r Size of Septic Tank /5?00 Type of S.A.S. C> S Description of Soil Nature of Repairs or Alterations(Answer when applicable) , -k 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 EnvironmentalXanto place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Signed Date Application Approved by Date i Application Disapproved by: Date for the following reasons Permit No. —Date Issued THE COMMONWEALTH OF MASSACHUSETTS IF BARNSTABLE, MASSACHUSETTS (Certificate of Compliance i THIS IS TO CERTIFY,�tt the On-site Sew agE Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned( )by $ i at ��C� ��lH eo�/1 �01 has been constructed in accordance with the provisions of /it_le 5 nd the for osal System Construction Permit No. 2 o p?— S1 3 dated t Z /f6 Installer YJGCi )) 7,A 2 /L®iv! d, si� Designer #bedrooms 3 Approved design fl gpd The issuance of this permit shall not be co str ed as a guarantee-that the system w coon as de 'gned. Date e 0 b r 11 1a Inspector "I Inspector � No. `•, / �� .�. Fee 4 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Migogar 46pgtem Cong uction Permit Permission is hereby granted to /Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at �v ���cC'o�v► ueo ' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty i to comply with Title 5 and the following local provisions or special conditions. - Provided: Construction ust be/completed within three years of the date of thi tt a Date 13e f i Approved by No. O` &60 J r .r - Fee l/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS Application for �Digozal *_ p!9tem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(_<'AAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. n J��jIq f/JIV /J Owner's Name,A dress,and el.No. Assessor's Map/Parcel p y� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 14 2. --/7 UA 2 ip E.o/ ,Zi.E YC"4e Sd � 7 d' Cel'KJ 6 O -F_ Type of Building: 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) -3 -3 gpd Design flow provided 3 .3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this d of Health. S ignne/d-- Date /Z Z//� Z Application Approved b}�' r Date Application Disapproved by: Date for the following reasons Permit No. �_Oo? — S6-3 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( )by 14 at o� y �/ o� C a�n./ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 4900 _ 56� dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date — Inspector _,r..f.r,."W6+M*vs*�-..a..V-a wm,..c'A .,,t*., �''p +t a^+1�^%.y�n+*..'k„�..KrY:.�.i..ir� •3�1,-•� ° ,r..,,.1:.: --• / �. 'Y"'��T'�*--- ..a _ - .#"'�"+J'4f'� `?".srr+R•I"'`�*-..�*ce�it;"Y`•;�-,�y�,r�->'�""�+-."ry'i'�*'�.� + No. b' _ �ID Fee / c o Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS p PUBLIC HEALTH DIVISION - TOWN`OF BARNSTABLErMASACHUSETTS Yes 2pprication for Digoal .pgtem Con.5tructiou Permit Application for a Permit to Construct O Repair O Upgrade Abandon O ❑.Complete System ❑Individual Components ! Location Address or Lot No. n (//� j„�yIy Al /J Ow el.Owner's Name,Address,and No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. _ Designer's Name,Address and Tel.No. E,.• a 7 S cf I - Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder i Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 .3 S gpd III Plan Date Number of sheets Revision Date Title _ Size of Septic Tank Type of S.A.S. f. Description of Soil I f Nature of Repairs or Alterations(Answer when applicable) f Date last inspected: 11 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 Board of Health. Signed / Date Application Approved by�`�f�--� Date i i j Application Disapproved by: Date 4 for the following reasons - I F Permit No. C9U Date Issued f� �j 'd-4 ! -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS y Certificate of Compliance iF THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by 2 �� at oZ 4/6' has been constructed in accordance , a i with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 0 " 563 dated t Installer Designer j #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. i Date Inspector ------------------------------------------------ I i No. �oU 5�3 _ Fee THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS i 1=i!6po$al *p$tem Construction Permit ' Permission is hereby granted to Construct ( � ) Repair ( ) Upgrade ( ,,--T'Abandon ( ) System located at ;Z Z t t 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 must be completed within three years of the date of this permit. Date i 3 �y Approved by i i 1A O 800 i LEGEND MAR � cr c o PROPOSED CONTOUR PATH ® PROPOSED SPOT GRADE IS ns a — 98 -- EXISTING CONTOUR c, ' z + 96.52 EXISTING SPOT GRADE u W— EXISTING WATER SERVICE SITE z �� TEST PIT o o it 40 table ES STP LOTS 50 & 51 t \ \ f Q 40, AREA = 16800 sf U M P�IZI. .S. �40 �/ ___ GENERAL NOTES: —"� 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL MARK —o-- BOARD OF HEALTH AND THE DESIGN ENGINEER. V I BENCH I A R K �/ N %/ —� � %/ 2. ALL WORK AND OF THE STATE ENVIRONMENTAL RIASHALL DONFOR TOV. THE REQUINY REMENTS TOP OF DRAIN GRATE / ! TH-2 jLE 41 LOCAL RULES AND REGULATIONS. ELEVATION = 40. 07 WA TER �/ , _` ____— ——— 7 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFIL.LED PRIOR BARNSTABLE GIS DATUM GATEQ`�` // �`�_�� _ �— %/ DESIGN ENGINEER D APPROVAL BY THE BOARD OF HEALTH AND THE TH— / / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 42 ENGINEER BEFORE CONSTRUCTION CONTINUES. ` % 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. / �' ! 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF \ �/ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 0 to, HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. � � 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. G / !� v/ " 8. ALL TO A CONDITION AGREEDREAS DISTURBED URING UPON BETWEENTION SHALL BE RESTORED OWNER CONTRACTOR. O)D y �,�. Existing Cesspool / g, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 0 (See Note 10) l THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. N 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND REMOVED 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 44 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED OTHERWISE) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING Of Mass 41/\� ARM 42 1 NMMvv�Ejj114- �40`` f t G/STEM" 4 4 —— / �NITAR�P� \ PROPOSED SEPTIC SYSTEM UPGRADE PLAN 246 LINCOLN ROAD, HYANNIS, MA \ �'J Prepared for: Arch Construction SURVEY REFERENCE: MAP: 270 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PLAN OF LAND BY WHITNEY & BASSETT, SURVEYORS - LOT.042 DARRENM.MEYER,R.S. Bco—Tech Rav7ronmenW 1"=20= DMM � DATED: JUNE 1963 DEED BOOK615389PoeDx �� 508 364-0894 DEED PAGE#.•186 EAST SANDWICH,MA02537 DATE: CHECKED SHEET NO. 508-352-2922 1 1/01/07 DMM 1 of 2 3 y _ I ELEV. TOP . FOUNDATION (Existing) 42.66 F.G.EL: 42.0 F.G.EL: 42.0 F.G. EL: 40.50 FINISH GRADE= 40.0 ` f { MAINTAIN 2% MIN SLOPE OVER LEACHING AREA a• � COVERS TO WITHIN 6 OF GRADE s" INSPECTION PORT x i L = 3 5 W/IN 6" OF FINISH GRADE . s" • ~ 4" SCH 40 PVC L = 5' (MIN INV.37.75.)° 10"I 14 ® S 1 (MIN ) e ° ° ° ° ° ° ° ° ° ° ° ° TEE'S ARE TO BE ® S- 1% (MIN.) 4" SCH 40 PVC a." IN .. INV.37.55 ° ° ° ° EXISTING OUTLET GAS PROPOSED DB-3 ° ° ° ° ° ° ° ° BAFFLE INV. 40.33 °•"•• •M •• •••• � _• � H-10 DISTRIBUTION BOX ( 25 I INV. 39.5 PROPOSED 1500 GALLON SEPTIC TANK Fa:N F s� .N 9" M/ NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PER TI IN. 5 OF �--- PIPE INVERTS PRIOR TO CONSTRUCTION. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE ���gJJss 2) SET SEPTLEVELIC NAND TRUE CTOMGRAD ON A MECHANILCALLY MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BREAKOUT EL. = 37.25 oZ D�'M. COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED INV. ELEV.=36.75 IN 310 CMR 15.221(2). o�' ' No. 1140 O y SEPTIC SYSTEM PROFILE BOTTOM EL.= 34.75 /NI/ � 24"ERT 05 S4NITAW\t`� �� I 8 50 8 pp I 1 SEPARATION 5.48FT. S INFILTRATOR 3050 SPECIFICATIONS BOTTOM OF TH-1 EL: 29.27 SOIL ABSORPTION SYSTEM (SECTION) SOIL , LOGS P4- 11953 DESIGN CRITERIA NUMBER OF BEDROOMS: 3 SEDROOOM DESIGN DATE: Oi TOBER 10. 2007 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPb/SF) SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN ° WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. HEALTH AGENT DESIGN FLOW: 330 G.P.D. INLET END GARBAGE GRINDER: NO (not designed for garbage grinder) (OPEN) Elev. TH-1 pepth Elev. TH-2 Depth SEPTIC TANK: 330 gpd x 2 = 660 gpd USE EXIST. 1,000 GALLON SEPTIC TANK 40.77 0" 40.51 0". LEACHING AREA REQUIRED:FILL (330) = 445.94 S.F.FILL .74 4.5"O14 ACCESS PORT FOR INSPEC710N. 39.77 12" 39.18 1 g" A LOAMY SAND A LOAMY SAND USE THREE (3) INFILTRATOR 3050 UNITS WITH 4 FT. STONE 38.77 10YR 4/2 24" 24" 10YR 4/2 ON THE SIDES & 1.3 FT. STONE ON ENDS: 25' L x 12.16' W x 2'D LOAMY SAND LOAMY SAND B 38.51 B BOTTOM AREA: 25 x 12.16 = 304 SF 36.77 -10YR 6 4 48" 36.84 10YR 6 4 44" SIDE AREA: (25 + 12.16) X 2 X 2 = 148.64 SF Ct C1 TOTAL SQUARE FEET PROVIDED = 452.6 vs. 445.94 REQ'D 10 ° .110 .1 .1 ° ° DESIGN FLOW PROVIDED: 0.74(452.6 S.F.) = 334.95 G.P.D. vs. 330 G.P.D. req'd ° ° . . . . . . . ° . 9 PERC TEST®3s.2� PROPOSED SEPTIC SYSTEM UPGRADE PLAN MEDIUM MEDIUM INFILTRATOR 3050 z.sY6/4 2.5Y ND ja 246 LINCOLN ROAD, HYANNIS, MA NOMINAL CHAMBER SPECIFICATIONS Prepared for: Arch Construction Engineering by: Surveying by: SCALE DRAWN JOB. NO. SIZE (W X H X L) 5 " X 30" X 85.4 29.27 1,38" 29.51 132" DARRENM.MEYER,R.S. Eco-Tecb BnvinvameaW N.T.S. DMM WEIGHT 80.0 LBS. PERC RATE <2 MIN IN. ("C" HORIZON) PERC RATE <2 MIN IN. Poeoxss� (508) 364-0894 / / ("C" HORIZON) EAST -WICH.M402537 DATE CHECKED SHEET NO. NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 5os,�5z-zs22 1 1/01/07 DMM 2 Of 2