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HomeMy WebLinkAbout0025 ORR'S AVENUE - Health 25 ORR'S AVENUE Hyannis A = 290 — 064 i g 706 45' W tt n K OF AUSSSc cl bs '' S l L LA!�*' '<: TO THE BEST OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE HYANNIS, MASS. FOUNDATION SHOWN ON THIS PLAN LOTS 2 & 3, PL. BK: 130, PC. 43 HAS BEEN LOCATED ON THE GROUND DATE 6126/2013 SCALE 1" = 30' AS INDICATED. JOB 7225-00 CLIENT CURRAN v SWEETSER ENGINEERING JA/ / µ 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYOR off. 5 O BBOX�oo713 SOUTH DENNIS, MA 02660 fax. 508-385-6991 C.- �S8�PROl�7225-00�dwg�7225-CPP.DWG © 2013 SWEETSER ENGINEERING Y ' TOWN OF BARNSTABLE LOCATION ` SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(type) A_ rll A si e) X NO.OF BEDRO MS .. �'�� OWNER ad L fA,f`\�Oq PERMIT DATE: q41.3X13 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i M N 3 Fee No. / �.J 7 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OP BARNSTABLE, MASSACHUSETTS Yes Application for Misposal 6pstrm Const rtion permit Application for a Permit to Construct(/ Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �,S' p k S ��/ Owner's Name,Address,and Tel.No. �o�r Assessor's Map/Parce ® Ft Pn i L C U /P/9it/ A,9 y 71 S 7 Instill is Name,address,and Tel No. ji ®,f3 0 Designer's Name,Address,and Tel.No. salee �R Type of Building: Dwelling No.of Bedrooms Lot Size / 5'74� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3,70 gpd Design flow provided .� S gpd Plan Date Y/ /,t' /� // Number of sheets / Revision Date Title /-/�r/L r-0/?,e AAl Size of Septic Tank /5'®a Type of S.A.S. ffy.47 Cef 1.��iL�4 an e r✓irt f To ve Description of Soil //`�{ 36/� N 7'Re re S Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore des ed on-site wage disposal system in accordance with the provisions of Title 5 of the Environ al Code and not to place the s em in ope on until a Certificate of Compliance has been issued by this B d of ealth. j ig ne Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ��c Date Issued No. Fee Entered in computer: r THE COMMONWEALTH•OF;MASSACHUSETTS Y eY PUBLIC HEALTH DIVISION --TOW'N-OF BARNSTABLE, MASSACHUSETTS 01pplicatlon fog -ispo' I WW strnt"Construction Permit Application for a Permit to Construct(4/ Repair( ) Upgrade( ) 'Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S' ' h k S',,Ad>r Owner's Name,Address,and Tel.No. roP Assessor's Map/Parcel I� P/7 L a Installer's Name,Address,and Tel. o. D f� Designer's Name,Address,and Tel.No. rr.7 d �'i�r✓i h S u/i Q 17 p iP nor Type of Building: { Dwelling -No.of Bedrooms Lot Size f S 8 r sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( Cafeteria( ) Other Fixtures i Design Flow(min.required)- gyp gpd Design flow provided S�� gpd Plan Date 'j/�/ �/� Number of sheets / Revision Date Title P#/L C/iAAAA-., { Size of Septic Tank / S'"D p Type of S.A.S. 'Il Tk.l 0X 4 �•/ir� 1-7aa[ Description of Soil //'A 9',t //" give.✓e S Nature of Repairs or Alterations(Answer when applicable) k ' Date last inspected: a • Agreement: l The undersigned agrees to ensure the construction and maintenance of the afore desc-ibed on-site s age disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the s em in oper on until a Certificate of Compliance has been issued by this Bid of Health. Date ' 'V /G 11j Application Approved by Date J _ 5 Application Disapproved by Date- for the following reasons Permit No. �/, Date Issued --------------------------- Th E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) 'Upgraded C ( ) Abandoned( )by I t/yy-c � at Z Q/ S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No,_X/3-1J 7dated Z Installer '0 1 -- -;4y a�-��_ Designer #bedrooms rill � �Y(b' V) Approved design flow 3-3 l7 gpd The issuance of this permit phall nq be construed as a guarantee that the system .ill n -io designed. Date a Inspector — --------- -------------------------- - No. L(_� l — Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS J ;Mispos ,Y *pstem Construction Permit Permission is hereby granted to Construct( Repair.( ) Upgrade( ) Abandon( ) System located at YTS V-P- NVtl 14 n / C and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and.the following local provisions or special conditions. I Provided:Construction//m`ust be co feted within three years of the date of this permit. Date `�l I 't Appro ld by ' Town of Barnstable �'�. Regulatory Services Thomas F.Geiler,Director �. Public Health Division 1659. - Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 2/2 S/14 Sewage Permit# 2 013-117 Assessor's MaplParcel 2-90/6 4 Designer: Sweetser Engineering Installer: Chase & Merchant Address: P.O. Box 713 Address: P.O. Box 5 South Dennis, MA 02660 Dennisport, MA 02639 On 4/11/13 Chase & Merchant was issued a permit to install a (date) (installer) septic system at 25,Oir' I s Avenue, Hyannis based on a design drawn by (address) Sweets_er� Engineering,,,. , 'dated. ."Apti:1-1,r"20r,3��= f ` (designer).,-..' xx 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.septic.system..referenced above was..installed-with-major changes (i.e.__ greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. N OF hqS. TERENCE a M. staller's i ature) " HATES ,r No..979, �. SgN1TAR\Pt� (Design •'.s S' ature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. 'THANK YOU. Q:Health/SeptidDesigner Certification Form 3-26-04.doc Town of Barnstable P# Department of Regulatory Services . BARNSTASM . Public Health Division Date 200 Main Street,Hyannis MA 02601 �A Date Scheduled Time /0 Fee Pd. $10 0 . 00 Soil Suitability Assessment for S64uwe Disposal Performed By: Robin W. Wilcox Witnessed By: J?P� LOCATION& GENERAL INFORMATION Location Address Owner's Name Wm & Ruth McKnight Lots 2&3, 25 Orr' s Avenue Hyannis Address 1344 Hyde Park Ave, Hyde Park, MA 02136 Assessor's Map/Parcel: 2 9 0/6 4 Engineer's Name Sweet s e r Eng i ne e r i g NEW CONSTRUCTION XX REPAIR / Telephone# 5 0 8-3 8 5-6 9 0 0 Land Use �'� ���"'� e- // Slopes(%) !� Surface Stones v Distances from: Open Water Body /lam ft Possible Wet Area �d ft Drinking Water Well w ft Drainage Way w ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact ocations of test holes&perc tests,locate wetlands in proximity to holes) Lo7 3 n/ v ' cm oe— • '" v J (`.• r ri Parent material(geologic) ©yrwK Depth to BedrockD Depth to Groundwater: Standing Water in Hole: / Weeping from Pit Face Estimated Seasonal High Groundwater 7C& DETERMINATION FOR SEASONAL HIGH WATER TABLE 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 ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Z ime to.clD Observation C/ Hole# Time at 9" v �r ,/ N Depth of Perc / Z 7 z Time at 6" Start Pre-soak Time @ 0'� Time(9"-6") End Pre-soak Rate Min./inch Z G 2-- Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel �. °� �i A 'rl . v DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel 21Y-� c C DEEP OBSERVATION HOLE LOG Hole# 3 _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Of Consistent %Gravel z3 L, ./0 Y4�6 4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel Flood Insurance Rate May: —Above 500-year-flood boundary No_ Yes v Within 500 year boundary No�/ Yes Within 100 year flood boundary No A 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 proposed for the soil absorption system? Y-S If not,what is the depth of naturally occurring pervious material? Certification c I certify that on ! (date)I have passed the'soil evaluator examip tion approved by the Department of Environmental Protection and that the abov alysis was performed by me consistent with the required training pxperti , 1W ex rie e d gcri 15.017. �- z Zo,3 Signature ,: Date Q:\SEPTIC\PERCFORM.DOC 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB CLEAN. SA ELEV. 10 FT. MINIMUM CONCRETE it COVERS 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. F. 9&53 MAX. 4" CAST IRON PIPE 3.00 (OR EQUAL MINIMUM PITCH 1/4' PER FT. LEVELERSFLOW TEE FLOW UNE 95,63 " ELEV. _ -TM IN. LE 0" ELEV. VEL o _ ELEV. _���� ELEV. 98 6" 'SUMP ELEV. _ _� .L_ -- _ -- BAFFLE DISTRIBUTION ELEV. 4 HIGH CAPP LLQUID OUTLET' BOX fl'S.1 DEPTH (TO' BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 36' X 1l 4 ET 14 'INCHES g00 GALLON. MORE THAN ONE OUTLET 5 F ET 19 INCHES 6 F ET 24 INCHES SEPTIC TANK (TO BE PLACED.ON FIRM BASE) SOIL. A� 7 f ET 29 INCHES S�STI 8 F ET 34 INCHES 3/4" TO 1 1/2" CLEAN J DOUBLE WASHED STONE FREE OF FINES & SILT USGS PF 'SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER I NOT TO SCALE. 106,45' 8;2 ■ 97.9 • 98.5 D. o . BOX ``;; 21.0' y 1500 GALLON SEPTIC. TANK 10.0' 10.0 98.4 SOIL TEST 2 "1 8..0 ' Q i v 2.0' 9 .7 �0. DECK SOIL ,'�(: TEST 1 ;vniinve'a �. SOIL 97.2 Etcmflov- TEST .3+ SOIL TEST 4 W W ---•.-.._ (ASS00) n, DRIVE 97.6 97.3 00. O }. 97.1 • 96.5. LEGEND: 101.j6' 96.3 EXISTING,SPOT LEVATION OOxO 97.1 EXISTING CONT UR ----00---- FINAL SPOT E VAT)ON FINAL CONTOU -�-- SOIL TEST LOC TION UTILITY POLE -O- TOWN WATER —W W CATCH BASIN �®j f i Rd 6 r. Xg� 5SA)", 1 t� 1 �a Ci of i iY 1 p1,11 wz li t y . I 1 ; V i I 7 r 9 -V'.$ , i' ,€i COATQ, # y fur Jr- �t l ail AM i SF ..._..... I 1 _ C� to t- i S _ f t � I I � I i I t 5 TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OF CRAWL SPACE SOIL TEST P#13901 10 FT. MINIMUM FROM SLAB DATE OF SOIL TEST MARCH 29`2013 ELEV. _ ��•�_ 10 FT. MINIMUM \CLEAN SAND SOIL TEST DONE BY SWEETSER ENGINEERING CONCRETE WITNESSED BY _Q_QfAA�AJ�---____ COVERS INSPECTION PORT 4" SCHEDULE 40 PVC PIPE LOAM AND SEED _T_ MIN. PITCH 1/8" PER FT. \ 2" LAYER OF OBSERVATION HOLE 1 ELEV.=__97 9 1/8" TO 1/2" PERCOLATION RATE __<__Z_ MIN./INCH AT _!2--- INCHES WASHED STONE &00 4" CAST IRON PIPE 9&63 MAX OR FILTER FABRIC VENT DEPTH HORIZ TEXTURE COLOR M07. OTHER M 96.38 WN• NOT REQUIRED 0-5" A LOAMY SAND 10YR4/1 NO ROOTS (OR EQUAL) MINIMUM _ PITCH 4" PER FT 1 . -__ - / FLOW TEE ? 5-25" 8 LOAMY SAND 10YR6/6 ROOTS I LEVELERS 25-120" C COARSE SAND 12.5Y7/4 FLOW LINE a 10" 9& 3 NO WATER ENCOUNTERED AT --1-22L ELEV. _ _ 87.9 _ ELEV. - l 00_ --MIN. ---_ ELEV. 96_43_ p" o ° _ - - - o - L VEL o a, �a 10" ° OBSERVATION HOLE 2 ELEV.=__98.2 -� _ _ ° ELEV. _ _64.30_ ELEV. _ _ �0_ GAS ELEV. _ _ 6" SUMP ELEV. _ - - - BAFFLE DEPTH HORIZ TEXTURE COLOR MOTT. OTHER I DISTRIBUTION __ _ _ ELEV. _ 5 A LOAMY SAND �OYR3/1 NO ROOTS LIQUID OUTLET 4 HIGH CAPACITY INFILTRATORS WITH DEPTH TEE BOX -�'+�- STONE W AN 5-28" �B LOAMY SAND -_--- 10YR6/6 - - --- ROOTS -- - 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 60 28-138' C COARSE SAND 2.5Y7/4 - 5 FEET 19 INCHES F MORE THAN ONE OUTLET 11 X 36 X 10" TRENCH FORMATION T 138" 7 F ET 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) `n I WELL N/A NO WATER ENCOUNTERED A ELEV. - _ 86_7 _ 8 F ET 34 INCHES SEPTIC TANK SOIL ABSORPTION ZONE 97.8 3/4" TO 1 1/2" CLEAN �`A C INDEX OBSERVATION HOLE 1 ELEV•=--- - I DOUBLE WASHED STONE SYSTEM (SAS) I ADJUST DEPTH HORIZ TEXTURE COLOR MOTT, OTHER FREE OF FINES & SILT + 1Y 0 6"_ _ A LOAMY SAND 10YR4/1 NO ROOTS USGS PROBABLE WATER TABLE ELEV. = " _-_ R8 _ SEWAGE DISPOSAL SYSTEM PROFlLE OBSERVED WATER TABLE ( / / ) ELEV. _ 6 23- B LOAMY SAND 10YR6/6 ROOTS NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _�.j_ 23-t20" C COARSE SAND 2.5Y7/4 NO WATER ENCOUNTERED AT __120" ELEV. 87.8 I OBSERVATION HOLE 2 ELEV.=__97.8 PERCOLATION RATE < z MIN./INCH AT ___52_-_ INCHES c'�y� ' A * ^,, DEPTH HORIZ TEXTURE COLOR MOTT. OTHER Ii DESIGN CALCUI�/'1'llONS 0-5" A LOAMY SAND 10YR4/1 NO ROOTS NUMBER OF BEDROOMS 3 5-23 B LOAMY SAND 10YR6/6 ROOTS GARBAGE DISPOSAL UNIT 23-120" C COARSE SAND 2.5Y7/4 TOTAL ESTIMATED FLOW ( 110 GAL/BR./bAY X �_ BR.) -130- GAL./DAY NO WATER ENCOUNTERED AT 2- ELEV. _ _ 87_8 REQUIRED SEPTIC TANK CAPACITY - GAL. ACTUAL SIZE OF SEPTIC TANK 1 GAL. SOIL CLASSIFICATION 1 NOTES: IOS,4,5' DESIGN PERCOLATION RATE <_2_- MIN./IN. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. LEACHING AREA 474_33 EFFLUENT LOADING RATE 3 GAL.FT.DAY/S.F. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR SQ. F THE SUBSURFACE DISPOSAL OF SEWAGE. • 8.2 (11HING CAPACITY 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LEACHING CAPACITY (AREA X RATE) �tI,.QO GAL./DAY • 97.9 474.33 X 0.74 WITP"'' A" OF FINISHED GRADE. ' 98.1 RESERVE LEACHING CAPACITY ],0Q GAL./DAY 41%.6 ,:��ONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF / I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. �Ac"ONAR •JJEl) TO ijRiNG COVERS 1-0 GRAUt SHALL I 98.5 BE MORTARED 1N PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH h 00 / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR D. IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS BOX I �_ 11 0, 0/ PRIOR TO COMMENCING WORK ON SITE. i 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS I 1500 GALLON SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION SEPTIC TANK I IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER f0.0' IMMEDIATELY. 10.0' d 8. PARCEL IS IN FLOOD ZONE _ _C____ i _ 9. LOT IS SHOWN ON ASSESSORS MAP _ 130 _ AS PARCEL 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM JNDER AND zSOIL 98.4 FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE TEST 2 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). w � 1DX12 0 Q4, APPROVED: BOARD OF HEALTH DECK w SOIL O SOIL TEST 1 I TEST 31 SOIL � 97.2 NAl[ I TEST 4 I W z_' W (Assv ) `' YE DR.'E AGENT 1 DRIVE 97.6 ! PROPOSED SEPTIC DESIGN HYANNIS, MASS. N1TARtPN FOR 97.3 Do. PHIL CURRAN • LOCUS' ,� aN� r.w I x LOC. , I o I 25 ORR S AVENUE, LOTS 2 & 3 MITCHELL S BARNSTABLE, MASS. • 97.1 I '4; ,; « I HYANNIS • ,, RZH SSREES SWMSM? MVG G • 96.5 t'_' , '` `r NO 203 SOT CK T7 ROAD • ? 508- LEGEND 385-6900 SOUTH DENNIS, MASS. 02660 , • 101.,36' 96.3 EXISTING SPOT LEVATION 00,�0 EXISTING CONT UR ----00---- 971 FINAL SPOT EL VATION 0 ! °ATE A P R. 1 , 2 013 1 SCALE = 2 0' FINAL CONTOU SOIL TEST LOC TION SOUTH STREET I REV. JOB NO. 7225-W UTILITY POLE -O- " 00 TOWN WATER -W - CATCH BASIN ®j GAS LINE - CLEAN OUT c•dc•w LOCATION MAP l REV SHEET 1 OF 1 I CESSPOOL C.P. Q I C.• 5,81PROd 7225-00 dw 225-SAS.DWG 0 2013 SWEETSER ENGINEERING