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0245 MITCHELL'S WAY - Health
245 MITCHELLS WAY, HYANNIS -71 ASAW 00—c4b o' a I i �A e 1 Il a 11/1 UPC 17734 ' No.2153CR � NASTINOS.MN e i I ; � i '� I P' I' I � I �t `'� , ,''� `t��� �' G `� 1 •� _.�_ .�, I �? _ \. `` l ±�ti __. ... �� L 1 x N' - oral.►. 'F,T, Z (0 coil` (- Imo. l o� ' 1• r c►�ST�� C� oT lJ► D slr �SST� 'R�Qlu pfdt s • e)crsT; r 3 2xCo @.sTAl( Fl�,Fl ;L CC) k- - L- - wH- - _slrRsort Abu �-- _ T1�-tag 'Vj"OFAIgSs p \ti o M'CHELE "t 0 0 h'0..34774 STRUCTURAL M 9�G157Er, IQNAI G i 3/4 {L. . / i MICHELE CUDILO P.E. f� PCs- fp 1c, 410.5 � D�{` � Structural Er+,n inaer (0�Lc'15V UL TG U 9 123 Cottonwood Lane, Centerville. Massachusetts 02632 rJ 4- 1 1,rc'�ta.L S \'XIA 'Drawn, By: MC Date: ¢ i Drawing 5ASi'`NOTED Rev. p Scale /4 i : SK- 1 File Name:AYGVU Project No.: (n,�t-ci�tell> 00 d a TOWN OF BARNSTABLE '� 1;6L OTION S /' i.4Ctkk((S SEWAGE i 90-3 g`a2 VILLAGE� ASSESSOR'S MAP & LOT.? INSTALLER'S NAME&PHONE NO. Sccscm A Ed VZ SEPTIC TANK CAPACITY 15e all km 41 y/Q LEACHING FACILITY-. (type) FeQ t/ 6 44!:�4�' (size) j.7.dF 9 X NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: V24 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 e` W 6l Ily A � No. d �/�' U t. ( l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF'BARNSTABLE, MASSACHUSETTS Yes 01ppYication for Mig;poga[ *pgtem Construction permctt Application for a Permit to Construct(m) Repair(/) /U/pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. v� /S ✓',,f��'/ I,j w Owner's Name,Address,and Tel.No.�/�.IC Assessor's Map/Parcel O Installer's Name,Address,and Tel.No. _�'�ZG Designer's Name,Address and Tel.Noeao"C4 P4 y 6111. Type of Building: Dwelling No.of Bedrooms Lot Size 7,1.?d sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date y/9 b Number of sheets Revision Date 0 Title Size of Septic Tank /5'dU —t �� ype of S.A.S. °e Description of Soil �— 4 Al Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: !� The undersigned agrees to ensure the construction and maintenance o a ore described -sit ewage isposal system in accordance with the provisions of Title 5 of the Environmental Code a not to lace the system in er ti ' ntil a Certificate of Compliance has been iss this Board of He tgn _ Date /7/,1 Application Approved i Date Application Disapproved by: Date for the following reasons Permit No. Date Issued .A-.•- ,.•� - r.-.,..r'--.-.,.., t :.n,,,.a,No 7 '�'+i.,w:X• �;.'"w-�.. .r*d,.,.»wrK-7.�:.. ....�-�•5.---"'U'"TM ,b" �. ,Fee'. THE COMMONWEAL OF MASSACHUSETTS Entered in computer. LT Yes PUBLIC. HEALTH,DIVISION - TOWN OF�'BARNSTABLE, MASSACHUSETTS ZlppCtca�tton for �tgpo!5aY 6p aim Con.5tructton Permit v Application for a Permit to Construct O Repair( Upgrade( Abandon O 0 Complete System ❑Individual Components Location Address or Lot No.oZ L/S /7) Owner's Name,Address,and Tel.No._F/c& Aq" "L/c. Assessor's Map/Parcel Q S/7 e C/L Installer's Name,Address,and Tel.No. V k So" A. Su ?c Designer's Name,Address and Tel.N oi(�Ioen �lGvr►/y ,�� /d/jus��*c` i�1� ®16''� Sii- 9,6 ( . Type of Building: Dwelling No.of Bedrooms 57 Lot Size /7,/3G sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S'J-0 gpd Design flow provided .ram/• SD gpd Plan Date 1/9 hi k Number of sheets Revision Date 4 i Title i 1 Size of Septic Tank /$'o0 -/ ' 1?1 ,,T p f S.A.S. 01v/ Description of Soil �►' A .� CJ J Nature of Repairs or Alterations(Answer when applicable) AJ(. Date last inspected: Agreement: F The undersigned agrees to ensure the construction and maintenance e are described -si\f ewage tsposal system in accordance with the provisions of Title 5 of the Environmental Code d"not to lace the system i per tib4Luntil a Certificate of Compliance has been iss ed_b this Board of H 00, Sig Date 7 li Application Approvedtiby _ - _J`✓•' K , Date ,701, Application Disapproved by: Date for,the following reasons N Permit No. > Date Issued - k THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS V Certificate of Compliance {� THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) �' Abandoned( )by Gc SllYt Ste, Z. c..► , b at /1')/ 6i�c (,t has been constructed in accordance • with the provisions of Title 5 and the for Disposal .ystem Construction Permit No. a. dated S 7 Installer /, ••-- Designer _ #bedrooms S Approved design flow� gpd The issuance of this permit shall no be construed as a guarantee that the s wil`I<u "ii�,n a designed. Date 1 � Inspeor - - --------------------------------------------- Stem, .�. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS lwtgoal:,*P!tem Con5tructtou permit Permission is hereby granted to Construct S ) Repair) Upgrade jkbandon ( ) System located at 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 imust b completed within three years of the date of this,pe t. _ Date / U t I :,; ? . (/ Approved bey i Town of Barnstable F'THE Tp� o : Regulatory Services Thomas F. Geiler, Director + BARNSTABLE, ` 9 MASS. Public Health Division 1639. 10 ATFD '�s Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 7/26/07 Designer: Shay Environmental Services, Inc. Installer:.. American Excavation Address: P.O. Box 627 Address: 27 County Road _East Falmouth, MA 02536 Mashpee, MA 02649 On 05/15/08 American Excavation(Jason Souza) was issued a permit to install a (date) (installer) septic system at 245 Mitchell's Way, Hyannis, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 4/09/08 (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. f ) 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. &A A o CARDYllFE I T(lnstaler's Signa e) o, E. No. 1101 QISTf s N igner's Signature) (Affix De mp Here) J PLEASE RETURN TO BARNST LE 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/Septic/Designer Certification Form AP-290 P 290 MAP 290 STANDARD LEGEND A 2 ✓✓ 4 4 3 #215 NOTE:not all symbols will appear on a map MAP 290 #24 #233 .38 AZ' kL--ZZ GOLF COURSE FAIRWAY .24 AC 23 AC \ 25P --- omm EDGE OF DECIDUOUS TREES .44 AC I MAP 2 ° EDGE OF BRUSH ----------- L� — _ r ORCHARD OR NURSERY .30 AC v—v—v� EDGE OF CONIFEROUS TREES _� _ MAP 290 ��,' , MAP 290; %� 4 P -4 ' MAP 90 x _ MARSH AREA i .23 AC .40AC" 4 '� — — EDGE OF WATER x x f .31 a�, _ _ _ = DIRT ROAD MA X X X DRIVEWAY 0 MAP 29 E-- PARKING LOT 2 24 X 190 X 4 I �� PAVED ROAD #9 — — DRAINAGE DITCH MAP 290 .32 AC .19 AC ❑ k — — - — - PATH/TRAIL I # 41 PARCEL LINE** Mar 110 F— MAP# 929 2 _ 21 PARCEL NUMBER 3 _= �' � a— X #1ee0— HOUSE NUMBER 1 #245 # J 2 FOOT CONTOUR LINE \ 10 FOOT CONTOUR LINE Elevation based on NGVD29 \ MA P 4.9 SPOT ELEVATION / x �6� / coo STONE WALL �k\ .30 AC -X—X—. FENCE X _ \ MAP 290 RETAINING WALL RAIL ROAD TRACK l — STONE JETTY / \+ MAP' \ � ) SWIMMING POOL t X O i 1 A� PORCH/DECK \X ❑MAP [�J D BUILDING/STRUCTURE DOCK PIER HYDRANT / I 1 6 VANE O MANHOLE I O POST pfe FLAG POLE T O W N O F B A R N S T A B L E G E O G R A P H 1 C 1 .N F O R_ M A T 1 O N S Y S T E M S U N i T p SIGN STORM DRAIN N PRINTED SCALE:IN FEET *NOTE: Planimetrics,topography,and **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James vegetation were mopped to meet National of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD UTILITY POLE p TOWER w- -e 0 a 50 100 Map Accuracy Standards at a scale of do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards s I INCH=100 FEET* 1"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized from 2000 Town of Barnstable Assessor's tax maps. G LIGHT POLE 9 ELECTRIC BOX Town of Barnstable Barnstable A®-Miedaacity aaxx�ienet,E, Board of Health �byA 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 14, 2008 Mr. Carmen Shay, R.S. Shay environmental Services Box 627 East Falmouth, MA 02536 RE:.,.. 245 Mitche 's Way, Hyannis 290 0,39=002' Dear Mr. Shay, You are granted conditional variances on behalf of your client, Frederick Mycock, to construct a replacement septic system at 245 Mitchell's Way, Hyannis. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system sixty (60) feet away from a drainage ditch, in lieu of the one-hundred (100) feet minimum separation distance required. 310 CMR 15.211: The .soil absorption system will be located eight (8) feet away from the right-of-way, in lieu of the ten (10) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than five (5)., bedrooms maximum are authorized at this property. Dens, stud rooms, offices, finished attics sleeping lofts and Y P 9 , similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The septic system shall be installed in strict accordance with the engineered plans dated April 9, 2008. (3) The designing sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated April 9, 2008. Q:\WPFILES\ShayMycock245MitchellsWayVariance2OO8.doe (4) These variances expire three (3) years from the date of the variance decision letter. It is the applicant's responsibility to obtain a disposal works construction permit within the three year period. These variances are granted because the physical constraints at the site severely restrict the location of the ;soil absorption system due to it's close proximity to the drainage ditch. The proposed soil absorption system appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sinc /ly yours, Wayn iller, M.D. Chair n , Q;\WPFILES\ShayMycock245Mitchells WayVariance2008.doc i I ETp� DATE: FEE: BARNSTABLE, + DSAES. 16yg. 10 REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A Miller,M.D. FAX: 508-790-6304 Pahl J.Canniff;D M.D. VARIANCE REQUEST FORM LOCATION 3 Property Address: 24,E lt-Vckdt -\�S 'Ctjc--�^Y Assessor's Map and Parcel Number: cr�r, � -00 Size of Lot: Wetlands Within 300 Ft. Yes fir" Business Name: �~ No Subdivision Name: APPLICANT'S NAME: 24 C',[k Phone `;0b, .j kk,A -l-j 6'3r Did the owner of the property authorize you to reN esent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: tiL�eiC I\1� Ce�C�°. Name: 4at�;�. :�` Address: �O y 17t�'}t [le ,: )f:.Sc„' � Address: [' (.• Phone: - = 7 3 �s^ Phone: t, i t VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 15r'At( C J '6�IJC;f`.iAZ "jty �is 1i�1... t 5e?7e f'i"CLcr-- NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional Floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 clays prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C k t CARMEN E. SHA Y (508)-548-0796 Environmental Services, Inc. P.O. Box 627, East Falmouth, MA 02536 Authorization A reement DATE: April 25, 2008 Adress: 245 Mitchell's Way, Hyannis, MA Authorized By: Fredrick Mycock—Property Owner I Authorize Carmen E. Shay Environmental Services, Inc. to represent me before the Town.of Barnstable Board of Health for the.Variance request relative.to repair of the Title.V Septic System at property known as 245 Mitchell's Way, Hyannis, MA. Agreed and Acce :ted B g p Y Name Date: E I -TH,E DEACONJOrTNAf AWO,E�HOiTs�E FREDERXK C.MYC6'C% A TT011N i'AT LH•■ 3291 MAIN"STREPT P.O:BOX 730 IB�AIZNSTABLE,MA 02630 508-362-4336-phone 08-362-7770-far FAX FROM: 4 etc., NUMBER OF PAGES (including cover sheet) SUBJECT MATTER: COMNMNTS• SENT BY: i00[n as110g 00JU11J4 IIz)'E30Q 01 i 79P Rns YVA rs:rn QnO7/Tn;'cn • I � I I IS I I I I _ - I � C coo l j aSIIOH ao.IunN UOV8G OLLL Z.9C R09 YVA 69:RO Rnn7/Tnicn I 1 VU/ VI! GVVO VO Uu ra:. UVO OU9 I1IV veacn niunroe tiouse Lgj002 It c� v �/ ,so�� rui�S Town of Barnstable µ Regulatory Services aasrrsrnacE, mnss + Thomas Y. Geiler, Director " Public Health Division Thomas McKean, Director 200 Main.Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 30, 2008 Mr. Fredrick Mycock PO Box 643 Barnstable, MA 02630 NOTICE OF VIOLATIONS OF BARNSTABLE CODE CHAPTER#360-20. The property owned by you located at 245 Mitchell's Way(home on NE end of property), Hyannis MA was seen to have a washing machine discharge hose coming out of the Y g g g basement. The property was inspected on July 29, 2008 by Donald Desmarais, Health Inspector for Town of Barnstable. 310 CMR 15.262: Greywater Systems: The Washing Machine discharge must be tied into the septic system effluent line immediately. The waste must NOT be discharged on the ground. 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 will result in the issuance of a non-criminal ticket citation of $100.. Each day's failure to comply-with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A.McKean, CHO, RS Director of Public Health Q:\Order letters\Septic\42 Rebecca Lane.doc Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size Zoom Out fl fl,fl fl f1�!D U OIn * r Pt, r y * �i ® JPG Map: 290 Parce Location: 246 MITCHELL'S Owner: JANKOWSKY, GF Vk cp' 2eDaaa l" _ i J 29Da41 Location Information '� p1D1 ►� Map &Parcel 290046 Location 246 MI7 Acreage 0.19 act . x Curren owner Y y t O er I _ _ N ailing Address JANKO 29DD4a 246 MI7 _ •` `290046 HYANNI .4 Al 246P-01 �T� 247 �` �' Appraise Value (FY 2001 �. Extra Features $0 Out Buildings $800 s Land $140,7C Buildings $107,1C L .... Total Appraised $248,6C N245 " ,• r�., jAssessed Value (FY 2008 Extra Features $0 Out Buildings $800 Land $140 7C Buildings $107,1C Total Assessed $248,6C Set Scale 1" = 56 � I April 2001 Hi Res MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.3083 [Production] http://www.town.barnstable.ma.us/arcirris/a eoa /ma .as x? ro ert ID=290046 7/28/2008 ppg PP P p p P Y O'Connell, Timothy From: McKean, Thomas Sent: Wednesday, May 07, 2008 11:27 AM To: Karle, Darcy; 'shayenv@verizon.net' Cc: O'Connell, Timothy Subject: 245 Mitchell's Way/ Failed Septic System/ Raw Sewage Observed on Top of Ground Please consider this as a request to allow for an emergency repair at 245 Mitchell's Way, Hyannis. A disposal works construction permit will be obtained. The designer, Carmen Shay informed me that an RDA will be filed after. Also, a variance request to the Board of Health will be filed after construction. 7 McKean, Thomas From: McKean, Thomas Sent: Wednesday, May 07, 2008 11:27 AM To: Karle, Darcy; 'shayenv@verizon.net' Cc: O'Connell, Timothy Subject: 245 Mitchell's Way/Failed Septic System/ Raw Sewage Observed on Top of Ground Please consider this as a request to allow for an emergency repair at 245 Mitchell's Way, Hyannis. A disposal works construction permit will be obtained. The designer, Carmen Shay informed me that an RDA will be filed after. Also, a variance request to the Board of Health will be filed after construction. 1 ! 1 3 t v 4crb4e 15.220: Preparation of Plans aiid Specifications 64-4-.h ue y�ewa' /Y`15; U dytrc/ The plans and specifications for every on-site system shall be prepared as follows: (1) )✓very system shall be designed by a Massachusetts Registered.Professional Engineer or a/ C✓ 'Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner may prepare plans for the repair of a system designed to discharge not more than 2,000'gallons per day pursuant to 310 CMR I5.203 provided they are reviewed byj a Massachusetts Registered.Sanitarian or Massachusetts Registered Professional Engineer and approved by the Approving,Authority', J01 i lCO� (2) Every plan submitted for approval trust be dated and bear the stamp and signature of the designer. At least one copy submitted shall bear the original stamp and signature of the designer. �� C (3). Every plan for a new system or plan for the upgrade or expansion of an existing sytem which requires a variance to a property line setback distance,must also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with M.G.L.c. 112.6 8ID: r e(4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plI and one inch=20 feet or fewer for details of system components)and shall include depiction of: w (a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the system; (c) the location of all dwellings)and building(s)existing and proposed on the facility and identification of those to be served by the system, I (d) the location of existing or proposed impervious areas,including driveways and parking --_� areas; (e) location and dimensions of the system(including reserve area); (f) system design calculations,including design daily sewage flow,septic tank capacity i��� (required and provided); soil absorption system capacity (required and provided); and I whether system is designed for garbage grinder; n O "' (g) North arrow and existing and proposed contours; f �' (h) location and log of deep observation hole tesDs including the date o est,existing grade LJ elevations marked on each test, and the names of Na representative of the Approving �yr� n' Authority and soil evaluator, I�9 (i). location and results of percolation tests including the date of test and the names of the representative of the Approving Authority and soil evaluator, 0) name and approval date-of the Soil Evaluator of record; (k) location of every water supply,public and private, 1, within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case of tubular.public water supply wells,and r' 3. within 150 feet of the proposed system location in the case of private water supply wells; 0) any surface waters of the Commonwealth;Zone As,rivers,bordering vegetated wetlands, salt marshes, inland or coastal banks,regulatory floodway,velocity zone, surface water / supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines,gravel packed or tubular public water supply wells,and subsurface,drains located up to 100 feet beyond the setback distances in 310 CMR 15.211,any leaching catch basins and dry wells located up to 25 feet beyond the setback distances in 310 CMR 15.211; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which any portion of the facility or the proposed system is located as well as any nitrogen sensitive area up to 100 feet beyond any property line of the facility. (m) location of water lines and other subsurface utilities on the facility; ` (n) observed and adjusted ground-water elevation in the vicinity of the system; (o) a complete profile of-the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; - (q) the location and elevation of one benchmark within 50 to 75 feet of the system components which is not subject to dislocation or loss during construction on the facility; (r) when pressure distnbution or dosing is proposed,complete design and specifications of the distribution system proposed including but not limited to dosing chamber capacity (required and provided),pump curves and specifications,number of dosing cycles and depth per cycle; lp (s) when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specifications for the system,including a hydraulic profile; plan,to show the location of the facility {t) a locus y including the nearest existing street; (u) the street number and lot number,if any,and the tax map number and lot number,if any, of the facility;and (v) the materials of construction and the specifications,of the system. • f Town of Barnstable P# Department of Regulatory Services r Public Health Division Date NAM 2_ Main Street,Hyannis MA 02601 h ij r, F �� n Date Scheduled �/Time Fee Pd. )(_,2 Soil Suitability Assessment for Sewage Disposal Performed By: CAq_M,1r.V4 Witnessed LOCATION& GENERAL INFORMATION Location Address - 02 S Owner's Name — i M I�e 1 s t-rt 4 c IA-,,//Y0 y , Address r j—^ � a Assessor's Map/Parcel: 9 r�• d �j l C�� Engineer's Name � C) NEW CONSTRUCTION REPAIR �7 Telephone# ggjc m Land Use r ri;AA-a Slopesr _ (4'0 Surface Stones A) U1 Distances from: Open Water Body �S6 ft Drinking Water WeI &1 h ft I ft Possible Wet Area R ` ���R Drainage Way ft Property Line ft Other n ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) T. 1 e .3S , T�Z Parent material(geologic) Depth to Bedrock 1 P� T Depth to Groundwater. StandingWater in Hole: ���1 84 ti Weeping from Pit Face tl Estimated Seasonal High Groundwater, ; DETERMINATION FOR SEASONAL HIGH WATER'TABLE Method Used: Q �t Depth Observed standing in obs.hole:. v' in. Depth to soil mottles: Depth to weeping from side of obs. in. Groundwater Adjustment ' ft tl Index Well#MI!ilk Reading Date: �! Index Well levcl__ _a Ad factor c v -. - .. �. . .;Aril•C)raundwnterlevetl. o PERCOLATION TEST bate4�.a)ffl Thnn tn,"_� � Observation Hole# � Time at 4" i , Depth of Perc "lti Time at 6" � � Start Pre-soak Time @ ��'•I`S' Time(9"-6 And Pre-soak r ,i Rate MinJInch Site Suitability Assessment: Site Passlil�_ 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. k it,K Barnstable Conservation Division at least one(3)week prior to beginning. Q:\.SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%dvel f®Ylz 3 b, DEEP OBSERVATION HOLE LOG Hole# oL Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) �- L--5 Cif" 3 A14 -3�15�>c �S 10 M 514 3( l ZD C R F �2 Y S l L)`7o SEale.( -c, ,gee 6� G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave e II DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Map: �. Above 500 year flood boundary No_ Yes .kL Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine 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? �S If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the - Department of Environmental Protection and that the above analysis was performed by me consistent with . the required traini g, =sxjerienc, described in 310 CMR 15.017. Signature Date �� I • Q-.WEFTICIPERCFORM.DOC htJ TWOOV19MS—TABLE LOCATION a SEWAGE # ?, —4!(4? II.LAGE /��i.�4✓I�Jl S ASSESSOR'S MOT INSTALLER'S NAME&PHONE NO.:A 0A*1GU SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ./ (size) X NO.OF BEDROOMS BUILDER OR OWNER Jf461K PERMITDATE: ��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 .Feet on site or within 200 feet of leaching facility). y Edge of Wetland and Leaching Facility.(If any wetlands exist within 300 feet of leaching facility) ' Feet Furnished by ,., T P�1 � r q� `dam �� i ��\ • l .n z i RP i� _ _ � ASSESSORS MAP NO C7 4 _ ARCEL N0:_ �� 00 No....... ............... Fxs....-..a 0..-.---..... G! T E COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH '9� TOWN OF BARNSTABLE Appltrati at or D- oti al ]l urkB C owitrnrtiun ramit A lication is er made for a Permit t Construct or Repair an Individual Sewage pp y ( ) p (� S ge Disposal Syst at ... ..........................., ------- `....................... --•--- h js% -------------....-------•-•--• Ltjy]ywY,,n l or Lot -No. - �� P� ......... - -----------••-•----------------•-------•-- -•-- r Address a .---••••••--- � ------------------------------------------- A .............. --------------------------------- ----- Installer «4 Address Type of Building Size Lot............................Sq. feet ..� Dwelling— No. of Bedrooms............. --------------------__-Expansion Attic ( ) Garbage Grinder (4 aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 0.t Other fixtures ------------------------------ W Design Flow....:.......................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length-.-.---_-.---- Width---------------- Diameter----_.......... Depth................ Disposal Trench--No. .................... Width.................... Total Length.................... Total leaching area....................sq., ft. x Seepage Pit No..................... Diameter---..._-.-.- -_ i---. Depth below inlet................... Total leaching area..................sq.#t. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------------------------------------------------•..-__-__.._-__..._-___.. Date........................................ ,.� Test Pit No. 1................minutes per inch Depth of Test Pit---- _-_------_- Depth to ground water.................... Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water......................... .......... •------------ --•---------•-------------------------------------- •-•--_........ ----------..........---............--------•----.......•- 0 Description of Soil----------•------------•-----•----------------------------•---._.... --••--•------------•---------------------•-------•-•---=-----------•------:.._................•. - W ....•-•-••------------------•------•-...-••-•-•-•------------------•----•--•----•---••-•-•------•••-. --••--•••---......---------------------------------------------------••-- UN tune of Repairs or Alterations—Answer wh applicable..-.ZOO.i-4-1/.._-.-,-- .w0�1_-_-�.�r-./....... -- Agreement: The.undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue by th oard of health. Y a>- 5'� I� Signed Date Application Approved By '. ...:.... _........... ... '.., � ' .......................... ���`.`�' .'' .. Date Application Disapproved for the following reasons: ......._......................................................................................... ..... ............................................................. ................ . .................................... ..................................................................... ..................I....................... to Permit No. ...... . +�� ........ Issued ..........��`a.� .....: 1✓ Dare -.r�...:F.•J•w.rr-.r ,,• yN. � ,r �. .,.,�.,�.. ��v�.,,r „- ..,r.:-;: .;r-i,v��v 1:_y 4„—��ti.'v-�irv...-w�v�-.:—1r _`"v .�_.. ti- -�_ v ,.y„irk�,.._ Q CD - s � e 0 39' OQ C), 3 - No... Fas. ....................... tr ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF .HEALTH ,F 9• �ro,-2, f . TOWN OF BARNSTABLE AppliraTnade s o Di�iptiml i ork.6 C ouBtrnrtion �famit tfr Application is 15erebfor a Permi�(.:oristruct ( ) or Repair ( &,)�n Individual Sewage Disposal System at . d •- ..................... .................... ................. -------- .� L ress l or Lot No. ( 6C_ "/ {?-l!c •...............-ma�y •-------------------------•--------------- ------•-----._...-••------•------......---....-------•---•\•------..........----.........-----•... W �Tl/(/ C)5 ner Address Installer v Address Type of Building •� Size Lot............................Sq. feet �-. Dwelling— No. of Bedrooms--------------_5_________________________Expansion Attic ( ) Garbage Grinder (�) aOther\—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------_- _---------_.-.-----------------...------------------------. ---...........--••----••-......--••---•••-••--•\-••......... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length________________ Width---------------- Diameter_------------- Depth................ xI Disposal Trench-- No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching,area;.:-_?_�r'sq. ft. Z Other Distribution box ( ) Dosing tank ( ) � e," f7 Percolation Test Results Performed by----------------------•-•-'--••\-•-•----•-----•-••---••--•----••...:�_ Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ (� Test Pit No. 2................minutes per inch Depth'of Test Pit.................... Depth to ground water........................ ------------------------------•-------------------•------•--•------••....•-••---•---...........................................--•---•-•.....--•••---•-...... 0 Description of Soil........................................................................................................................................................................ U UW ........................................................................................................................................................................................................ Nature of Repairs or Alterations—Answer when applicable._.-.--TA 4,&....../- .. ..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue by the-board of health. C- a-�---Signed ........................................... .....�...�..�...a...:.-...z........... .......... D..a..ee .......:.........-..... 1 .29-.......--... - .Y � . > .APPlication Approved B - -------- -- -. ... Application Disapproved for the following reasons- -----------------------------------------------------------/-------------------------............._.......--_...............--.. ....... ..... .............................. . ...........................................................--...................-............................................................... ........................................ Dace PermitNo. ...... 7 Issued �"--��-..---.�...........-- i ----•-----------------Dare.-..--..-...-`.-...`;.,......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�Prtifrate of Q-Torn}aIiartrie THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ✓) by ...................... . ..._...... /��C/-C-. S._.--..._... ... -- ----- -------....._------- --------------..._..-------.............................................. Cm--u<< . at ........... .)-./...-..... r ....(,. .>..l-�i'_ ��.-..--.J...�....Gk' ,., _........... - .................. ........................ has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. _. .--- dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT fHE SYSTEM WILL FUNCTION SATISFACTORY. DATE-- .. ..... . ....- _.-...__...__ Inspector .� "a" ...a � :. ` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � � TOWN OF BARNSTABLE No `"'.."`. �e FEE........................ �t��Ia�ttl nrk$ �lan�tr�rtilan �Prmit Permissionis hereby granted........='---------- ---•---•----/' 91t/ ............................................................. ....................... to Construct ( ) or Repair ( „� a Individual Sewage Disposal System at No......... , r ZC .............7�--- '� Str et as shown on the application for Disposal Works Construction Perini ' oa��"'fJ-_l+p-_-W Dated___. '' s�� - --•-----------•-•----•--- Board of Health / DATE-------`--------••---•---•`--• - --------- FORM 36308 HOBBS&WARREN.INC..PUBLISHERS a c /�,� ehA TOWN OF BARNSTAB'L.E. �� r L:OC'ATION ?' r &,e�Z &SWAGB Z� ,_. VILLAGE, �'� ASSESSOR'S MAP LOT' 4. •f�fr INSTALLER'S NAME,S,PHONE NO:, A. &: B= C ) 7r7i5=6,2644 .S'BP,IC'.TANK CAP'A.CITY!„r r ` LB!ACHII!al;F.jACILITYf:( NO:;OF BEDR.00MS3 Al PRLNlAITE WELL OR.PUBLIC W/AITBR. =' `"BUILDER,OR,OWNER DATE,PERMI ISSUBD, y� -X043 D&TR COMP z ANCE MUEDt } VAIU,ANCR GRANT AM., Ves>`.5 v U l �� ��� �� J ..�•� `� � V A 0-3 F�s... .:................ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiaan for Uhivosal Marks Tomitrur I _ ft V%Rm®nt Application is hereby made for a Permit to Construct ( ) or Repair ( &-ran Indivi iial Sewage%ar i System at• e -! J t .._..... -- _...................... ...... t � •- -- .....-------•-•........--•----.........--- aa Location-Addressa/ • .......................................... ... Lot No. ------..... -- - ------- wner Address w 1� C;� P�.� o too F(.:. •---........-•............:.................•-- ......_- 5'1_ 11 ._...... a Installer Address � Type of Building Size Lot___________________________Sq. feet U a Dwelling—No. of Bedrooms____4....................................Expansion Attic ( ) Garbage Grinder ( )' a Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( y ) Other fixtures ... - W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank - Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench-No_____________________ Width.................... Total Length.................... Total leaching area..._................sq. ft. Seepage Pit No-_----------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by........................................................................ Date.................................. Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (%4 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ 0 Description of Soil________________________________________________ x x ----------------------------------------------•----------•-----•---•-------------------•----•-••----. _ U Nature.of R irS.or Alterations—A swer when applicab Agreement: Theundersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of;TITLE 5 of the State EnvironNental.Code—The undersigned further agrees not to place the system in operation until a Certificate of Co liabeen i u by the board of health. Signed -:' .. Dace 44 Application Approved By ----------------------- . .. ) _.. Application Disapproved for the following reasons- ----------------------- ------ -------------------------------------- - --........................................................ ----------- ---------------------------= ---------- --- ----- --------- ------------------- ----------- -- -- -------------- --- ------------------------------------------------------- -------- -------------.......... Dare Permit No. .. Issued ........ . .............. Dace ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE A liratilan for Di,� n �� � � 1 Iark� C�nn�trnrttlan Pranit Application is hereby made for a Permit to Construct ( ) or Repair ( W)-an Individual Sewage Disposal! System at: -> .: ............`...S--1..!?►....c N.=....c.......--.W. . r -----��p UN!L..................................................... Location-Address or Lot No. owner Address a ..... '! �......... ............................................... 2 ...... _9 ..------i� ...... p o .............. Installer r Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms----ece------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—,Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ' W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................. Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area:...................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. zA Other Distribution box ( ) Dosing tank ( ) a ;Percolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f�. Test Pit No. 2................minutes per inch Depth of Test Pit---................. Depth to ground water........................ .............-------------------=............................................................................................................................. 0 Description of Soil.......................-................................................................................................................................................. t Wx ............................-•--•-•----•-•••--------•-••••••---•--•------•••••--•-•••••----••••-••-••••••-•-••••-----••••••----•-•-••---•--•••--•--•-•-••-----••-••••••••••--•-•••..._...---•••......•-- W U Nature of Repairs or Alterations—Arlswer when applicably ___./~r6�'S_. '__. r(.....r .. --10-4........ ..... �---M" YC.--...44. --iW....S N.I.------•--•---------------------------------------------------------------•---------------------------------------•--•----` Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance",\has been issued by the board of health. .. Signed1- \ \ < -9 .� Da te Application Approved By .... ..............� .... L- ------------------------------------------------------------ Date Application Disapproved for the following reasons- ----............................................................................................................................... ......................................................... ----------------- -- --------------- ---------------- ------------- ............................................................... ---................................. Dace Permit No. 7.... -- ti --------------- � ..- Issued -------- -- --------------------------------------- ----------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Textifirate of Tompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( t/) byr -.'�. ...... .. -----_.... ................... ---..--........................------------------------....--------.......---..--..............--------------...:........ Installer J at o� 5 �� --1. .� -LC...$-........L�?A .......... ......L^� - ----- ►JiJ! ......... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........ .-... ........ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------1.--_--...J."--/,�----------- ------------ --------. ----------- Inspector ....... .................. -------- ------------------------.-.-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH / /7F- -- TOWN OF BARNSTABLE No.../" . FEE._ © igtop asnl Vorkg Ounstrnrti.on rrmit Permission is hereby granted......n,:!- a.-----C N n' )------------------------------------------------------------------------------------- to Construct ) or Repair ( �-an Individual Sewage Disposal System at No .Z- ........_Y *,6 1:T N-`�••L,4_ S /-v/g `-V .... I....,.....•-•-••--••-•----••-•-•-••••.............. r Street ry� �71 as shown on the application for Disposal Works Construction Permit No.__I-7-.::i__�-•,___ Dated.......................................... .................................. .. _- i ------------------------------------------------------- DATE----------. ........ Board of Healthf�..---•�-��--•"-l.l. FORM 36508 HOBBS&WARREN.INC..PUBLISHERS .:................ /THECOMMONWEALTH OF. MASSACHUSETTS BOARD OF HEALTH q� T01A/N OF BARNSTA13LE : VVIirafto n for Diglim5a1 Works T awitrur • ,�,�®� Application is hereby made for a Permit to Construct ( ) or Repair ( &- 'an Indiv'dual Sewage"' i System at ete ')VIITCNC-L(_S ...... - -• ....................................... .................. t t .... . ...... ----- 7:�JZC �l♦/ i! Location-Address or.Lot No. ......1.41..... .. .:......:. ............................... .............._................................................................................... wner Address o /� C� IBC I�.a �� �(A 0T-(4 =3 .�.,......V. . ----------------------------- Installer Address Type of Building Size Lot............................Sq. feet // Dwelling—No. of Bedrooms....l.a....................................Expansion Attic ( ) Garbage Grinder ( _.) Other—Type of Building ............................ No. of persons............................ Showers I; ) — Cafeteria ( ) Other fixtures .................................------------------•-- Design Flow....................................•...._...gallons per person per day. Total daily flow............................................gallons. Septic Tank Liquid capacity............gallons Length._............. Width................ Diameter-----------_.... Depth................ Disposal Treri lh—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...-._:__.---.-._ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box ( ) . Dosing tank ( ) Percolation Test Results Performed by......................:..............•-------------------•----••---••••--- Date........................................ Test.Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water...................... Test Pit No. 2................minutes per inch Depth of-Test Pit---................. Depth to ground water------------------------- ----------------------------------............................................... ..........••--•-......................................................... Descriptionof Soil---------------------•--------------•--....................--......................................_..........................................................7....... ....................................................•-•-•-------•-•-••••-••--•--•---••••••••-•••--------••-••--------•-------------•-•-•--•---_._...............• ----------------------------------- ............... ......... ..................................................... .......... Nature of R ]rs or Alter tion�—A saver when applicab ._.. __....« _.f�5� __f�_C _..1 �.____t___ ." :_...__. D`! ,........................................................................................................................... Agreement. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions;of;TITLE 5 of the State Environ ental Code—The undersigned further agrees not to place the system in operation until a Certificate of Co lia has been i u� by the board of health. Signed ------ ......... ........... ...............:... ............................................I...... ...�. .:............. Application Approved B ............................................. ........ ...�.��.... Application Disapproved for the following reasons: ...................................................:....................................................................................... q l S.�S ... .. . .._ ... ............................... .................Dare--- -........ - Issued- Issued ................... ................................ Dare ....r,�., r�• .,.. A-- 1 , THE COMMONWEALTH OF MArSSACHUSETTS TABLE Qt >L1Q dpY� �l :snwy " , I �� THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ✓} .."�... ---- -- -- .................... ......_........................................--------- A QC , / Installer I at . T.�.... .1`f C.N L`�-:�- . ...... ..........i........ ------•.................................................... ............. has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for.Disposal Works Construction Permit No �,/..-...,,,.`�...71........ dated ..................:............................ SHE ISSUANCE OF THIS CERTIFICATE SHALL NOI 5— �:QNSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. .... -_- l .......3'-....I. � _ Inspector �.: THE COMMONWEALTH OF MfASSACHUSETTS BOARD OF F ---ic __`I'F•I / TO@NN OF BARNS TABLE No....C1..-. _ FEE...S3 ` --- Perm> slop is hereby:granted.':. `n......_ ...`.'. JV'-C'-- .`.'..-'-- ------- - ------- . ..._ ..... 'to Construct ) or Repair ( k4 an Individual Sewage Disposal System .......'........ ............................................ Street qq / as shown on the application for-Disposal Works Construction Permit No.__,l/:._7 1 Dated............................ .......... / �3oard of Health DATE........... `�.................................. FORM 36508 HOBBS Q WARREN,INC.;PUBLISHERS Note: EXISTING 1,000 GALLON .TANK TO BE REMOVED & REPLACED WITH NEW 1500 GALLON TANK. i Note: Remove soil down to el. 95.00 & replace with i clean coarse sand w/perc. rate less than or or. equal to 2 min./in. before & after placement 11 w " r � 0' ----- 164. d m I I i 4 O i i EXISTING J i `� 7 BEDROOM -------- -- ± EXIST. i SAS i D.i,� i SOUSE APPROX { ATE m �`.` i` i #245 i LO1; rD EXIST. 1500 GALLON ; , SEPTIC TANK • �C °• - -- _ v — . --- ------ 0 DR& ,G.E. MICH --- 4' +/ ED E OF 1 6•= _-_ _------- A. ..(I .. ENGINEER s INSPECTION SCHEDULE Inspection #1: Engineer shall inspect when the required excavation is complete. 3-24•DIAM. ACCESS MANHOLES 3-44•MOVABLE covERs Note: EXISTING 1,000 GALLON TANK TO BE REMOVED PERCOLATION TEST & REPLACED WITH NEW 1500 GALLON TANK. Inspection #2: Engineer shall inspect when clean fill with percolation Ir •' 4' ' ' 1 rr/ , ._, . . ,.;� min. tr N�trRate of less than two minutes per inch has been properly deposited. Date of Percolation Test: APRIL 3, 2008 -�,:, r Mh clot to■vest r,,,r,, ,Inspection #3: Engineer shall inspect when components of the septic Test Performed By. CARMEN E. SHAY, R.S., C.S.E. ; o•mX� L u�TdTw■I OUTLET '"System and the pump chamber mechanisms have been installed. Results Witnessed By. DONALD DESMARAIS (BARNSTABLE B.O.H.) y ' S-T• Excavator. SHAY ENVIRONMENTAL SERVICES, INC. / / t 4'-0•min } I Percolation Rate: Less Than 2 MPI O 36 / / / ; «• ugvla d"th Note: Remove soil down to el. 95.00 & replace with I 3 ' a 1 I PROJECT BENCH MARK 40 POLYETHYLENE LINER FROM ELEV. � �; a clean coarse sand w/perc. rate less than or , TOP OF FOUNDATION . �, �, ...,, r�• ,� w �n o 98.30 to 92.25 AND TO EXTEND r,7,1ro# ,s:-*x -�..' -r'r.:• or equal to 2 min./in. before & after placement I vl I ELEV. 100.00 (Assumed)------ Ir-o• •'-1 I ^ o II ALL FOUR SIDES AS SHOWN Test Hole STEEL REINFORCED PRECAST CONCRETE CROSS SECTION END-SECTION Test Hole No. 1 No. 2 PLAN VIEW �� SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND DEPTH SOILS ELEV. DEPTH SOILS ELEV. DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.226. Q I I; \�\ 0 99.00 0 98.00 O I I i � \ Loam Loamy CENTER ACCESS COVER OF SEPTIC TANK TO BE o II i pt001 ChamOber\\ sane Sand TYPICAL 1000 GALLON H-1 0 SEPTIC TANK RAISED WITH THE APPROPRIATE RISER TO WITHIN / 1 to M J/2 t0 YR s/z NOT TO SCALE 6" THE EXISTING GRADE AS PER TITLE V. nr 0"-8' Ar 98.50 0"-6' Ar 97.50 THE ACCESS COVERS FOR THE SEPTIC TANK, 12 .0098 loamy Luny SET DISTRIDEEPERTHANFOOT BELOW BOX AND LEACHING CFINISHEDo ENT 441 ?- 1 _y \\ DECK Sand Sand GRADE SHALL BE RAISED TO WITHIN 12" OF �4--T'-- ,o rlt e/e 10 rR 5/0 FINISHED GRADE. cc 05 % '� ��� 1 B■ 95.00 INSTALL TUF-TiTE GAS BAFFLES OR EQUALS / 8•-36' Be 96.00 M Flne J�r7 a Mid Flne ON ALL OUTLET TEE ENDS -------- -- ' . Sandnd• •I'� - EXISTING ----- --- 98as rR e/4 z.s nt 8/4DISTRIBUTION BOX SHALL BETt oo 0 ALL OUTLET PIPES FROM THE 12" CONCRETE COVER 1 e�. 5 BEDROOM 36'- 120 89. 120"- 98 58.0 SET LEVEL FOR AT LEAST 2 FT. I i tT�` - Failed HOUSE t: 6 - 5' OUTLET t7V HOLE 1 i ,E45KNOCKOUTS W +n \ .= 99.00 TEST HOLE 2� g - 15.5"� ._ 9 f �` OUTLET INLET IIit \ EXISTING �� - 1-- EXISA ST.SAS � NX4TiJ � NOT TO SCALE7 BEDROOX iAPPROX ' i 6 U N�E1N -..-NATL*kj_ -GASH I-i._''�. 15.5• 1 I I t HOUSE LOPS #7 & #8 1500 GALLON �I ------ - -.� Perc #1 PLAN-SECTION CROSS SECTION m ��\ 1 t 1, #245 I \ 80 9___------- SEPTIC TANK_- t t 1 ` III a' Depth to Perc: 40" to 58" �) , , , 17,1301Sg are Feet +� `\t i-I Perc Rate- Less Than 2 MPI 6 HOLE DISTRIBUTION BOX DIRT DRIVEWAY - i.. MIW29 ZONE C - INDEX - 7.7 for 3 08 I O i i j EXIST. _--- -,%'_ - - ADJUSTMENT = 2.7 FEET" / Provide Risers ��.py ,001110,,,,s,pp / �' -- --- - ''`� OBSERVED H2O Elev. - 84 or ELEV. 91.00 to brtnq INLET Pump Chamber cover 1500 GALLON ,� --------____ z-so•REMouEAeLE � SEPTIC TANK �� ADJUSTED H2O Elev. - 4.3 below Grade per Frimpter or ELEV 93.70 IAAN•WL[ tXIVEIlS wRTHIN to grad. and OUTLET aovr to -- vl --- - __----- ------ ----------- -------------- e•of FiNISR[D GRADE / / 1 ,i --� _ tinl•Md grade r♦' i �' - 1 `- RESTORE TO FIMSHED GRADE ELEV. t �y.i..r 7.i`r.L.t 1 _-- _ ---- .__ I ( '`--------------- -____------- _ --- - -" - ,,�.c A ``� \ ``` BU DA Al C Y C!� L CUL�I TI ONS «�a J ` J1 �M THE ACCESS COVERS FOR THE SEPTIC TANK, __-------- -- -` - �� IMAGE. QITCH ��� �� `` `�` INLET INVpA_ DISTRIBUTION BOX AND LEACHING COMPONENT ` ----- -______0 _----- - -"�- _ �-- -------------�� ` \ p -- r a ERAaIeAoRIH�ALL 6 YNAN 'BMW wninllNe°•of i `.- - _0--- -� .0I-D-'DRA N ---� s `. �`� ter OUTLET INVERT,ELEV.- e4.9s SET Weight Of Septic Tank: R7,250 lbs. r VALVE-P.V.C. "EEL�RONFORCED PRECAST CONCRETE 3� CHECK VALVE . FINISHED GRADE. - O OL'D DRP OE' H - -- ---"-- .�� ���� •�, Weight of Soil Above Tank 4,722 lbs. so. PLAN VIEW •74, ---- -- ��`\ Total Weight Down: 12,972 lbs. e,• E= r �>-><•�IOWAM r � 16 - \ ` `\ry] ED E / - \� �`�\ Weight of Water Displaced: 6,842 lbs. - , .,.,.,.. ' V ---'-=-�-�' \� \ �\� ��` ,e• ILLT r■dn.INN b MMt OUM �$r * No Ballast Required For Septic Tank _ ""P « °�'•- �•>� I-�""> '. \' � �� '+ A is -����� ` `♦ ` ,g 14 of J/4 - 11 Sion■ w O-W W& Weight of Pump Chamber. 8,250 lbs. >r uw«„n Weight of Soil Above Tank 4,722 lbs. 90 . . PUMP DETAIL Total Weight Down: 12,972 lbs. Not to stools '-'a CROSS-SECTION END-SECTION Weight of Water Displaced: 6,842 lbs. POMP NOTES & SPECIFI CATIONS 1000 GALLON H-10 SEPTIC TANK USED AS PUMP-CHAMBER * No Ballast Required For Pump Chamber NOT To SCALE 1. PUMP SAAU BE INSTALLED hV STRICT COMPLAWE t m Number of Bedrooms: 5 Equivalent to 550 Gal./Gay 10"N UWUFACTMER'S SAEC/PTCATIONS. Garbage Grinder: No 2 ALARM SH4LL C0AVST OF AUDIBLE sVAL t , g RED WARNM LAPff TO BE INSTALLED AV BUKDING Leaching Capacity Proposed: 550 Gal./Day Minimum �u IR SM4R47r cmCUTFWV PUMP' SPECIFICAT10N CAL CULATONS __ -_ ----- Septic Tank : - 2 x 550 Gal./Day -1100 USE NEW 1500 GALLON SEPTIC TANK w. DOSING sTO Pa b 330 G4UOAS/4 DOSES-8250 GAIU.oNS/DOS£ STATIC HEAD CALCULAflON ' - SOIL ABSORPTION AREA: Using percolation rate o1' 6 min,:/inch r " Bottom Area: 0.70 gal/eq, ft. x 830.72 eq. ft. 581.50 gallons va.7T - EAw o/D-Box In ` A Design Calculations Sfdewall Area: NOT USED FLOAT LOCATION CALCULATIONSof Bottom of Providing: - 581.50 gallons a�r15- eo.9Devotion 5ro Ae2' Stalk N.od p Chamber Use: 4 ROWS OF 11-OUICK4 STANDARD CHAMBER UNITS WITH NO 82.5 GoNons/ 7.48 G4L'/Cu R - 11.03 Cu Ft DYNAMIC HEAD Arad of Bottom o/Chamber- 8'x 1' - 40 Sq. FL _ STONE FOR AN SAS HAVING THE DIMENSIONS: 12.7' x 44.0' Helpht of lFoter for One Do" (H) - 11.03 Cu. Ft. /40 Sq. Ft. Motion Mood For 3•SCH 40 PW Plps Bottom Area: (General Use Approval for 4.72 SF/LF of INFITRATOR H - 0.37 Ft. - 0.?75'or 13 INCHES *to GPM - 0.005 FL/too Ft. 11 UNITS + 2 END CAPS per ROW - 44 FT Pump On - 10.5" 050 GPM - 0.01 FL1100 Ft. U" Could Modal 3887(MS051IMF) Pump 4 ROWS x 44 x 4.72 SF/LF - 830.72 SF Pump Off - 7.2' 0100 GPM - 0.40 FL/100 Ft. ?30 von 2-So I 1/? HP ?"Sopds HondNnp DESIGN FLOW PROVIDED: 0.70(830.72 S.F.) = 581.50 GPD Alarm - 17.0' Total Dmamle Head - 9.22' a 100 Oft OR EOLWALENT 0 20 40 50 EXISTING SAS TO BE PUMPED DRY & PUMP PERFORMANCE DATA VARIANCE REQUESTED REMOVED TO FACILITATE INSTALLATION OF NEW SAS THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED GENERAL NOTES , 1. REQUEST A VARIANCE TO REDUCE THE DISTANCE FROM-AN SAS TO A SUPPLEMENTARY PLAN OF LOTS IN HYANNIS, MA NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHATE DATED MAY 19, 1933, BY NELSON BEARSE, SURVEYOR DRAINAGE DITCH FROM 100 FEET TO 60 FEET. SCALE' 1"=20' FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 40 1. Contractor is responsible for Digsofe notification 2. REQUEST A VARIANCE TO REDUCE THE DISTANCE FROM.AN SAS TO IT SHOULD BE USED FOR NO PURPOSE OTHER THAN and protection of all underground utilities and pipes. THE RIDHT OF WAY FOR MITCHELL'S WAY FROM 10 FEET TO 8 FEET. OF AS PER BOARD OF HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. 2. The septic tank / l distrly4ion box shall be set level on 6 of 3 4 -1 1//2 atone. 3. Backfill should be clean sand or gravel with no r ,. * B 2 ,,,;,w " ram•.. -r stones over 3" in size. f LEGEND 40 4. This system is subject to inspection during installation PROFILE OF SEPTIC SYSTEM by CARMEN E. SHAY - Environmental f . 5. The contractor shall install this system in accordance ®8X0 DENOTES PROPOSED with Title V of the Massachusetts state code, the approved plan SPOT GRADE _ and Local Regulations. 6. If, during installation the contractor encounters any NOTE: PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. NOTE: BREAKOUT ELEVATION OF LEACH FIELD - Elevation 99.75 ;. - " I DENOTES EXISTING E 20 soil conditions or site conditions that are different 104X46 SPOT GRADE v from those shown on the soil log or in our design GRADE OVER SAS TO EXTEND 15 FEET BEYOND SIDES OF SYSTEM •� s installation must halt & immediate notification be t *NOTE. INSTALL TUF-TITS GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS. made to CARMEN E. SHAY - Environmental �! PL PROPERTY LINE 7. No vehicle or heavy machinery Shall drive over the Finished grade over system-2x slope away 10 septic system unless noted as H-20 septic components. PROVIDE EFFLUENT TEE FILTER brainy Provide Risers cover Finished grade over system- 100.50 1► _ ZABEL MODEL A18DO f , A PROPOSED CONTOUR 8. Install Tuf Tite gas baffles or equals on all outlet tee ends. OR EQUIVALENT W/Gos Baffle within 8 of finished grade , DBOX * 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10 min. from Provide Risen 97- --- - -97 EXISTING CONTOUR „ house to septic tank Provide Risers H necessary to bring INLET Pump Chamber cover 10. All solid piping, tees dt fittings shall be 4 diameter _ EXIST. House P q p --to brin Se tic tank covers to grade and OUTLET cover to qy p �1 within 8' of finished grade }Intsh•d rode 3' ► +urn �� �z� � � ., ,,,;,,,e, `} Schedule 40 NSF PVC pipes with water tight joints. DEEP TEST HOLE & 9 iz 0 20 46 130 SO 100 120 140 l s- t per root � ;: jx ® 11. Municipal Water is Available And All Houses Within 150 Feet 4•PVC(cAPPED)eRSPEcn PORT To IiE _ c ' _ PERCOLATION TEST LOCATION - -- S' 1�s• Level for 2' INSTALLED AND To BE"1 0'OF GRADE B are Connected. I, Per loot s- 1/8•per too FORCE MAIN �- r, w' ' •-• STOCKADE FENCE ?. capacity - US G.P.M. EXIST.PIPE fP 10• 25, o� p /a"1n""b i FROH EXIST. p O� in FOUNDATION to o, ' 14' Doh. 40 /�Eµr 1,500 GALLD 'n 5,R 1000 G4LLON 8" Soh. 40 o o+ 4 ROWS OF 11 UNITS AT 4'/UNIT t t[ND CAPS- 4400' N ui PUMP CRAM � � I' S' STRIPOUT ALL AROUND NS PROPOSED CONCRETE FOUNDATION „ SEPTIC TANK v► H-1O °' ' R EVI S I 0 FULL FOUNDATION � o N-f0 II $ U � � � � �Obe. Groundwater - Test Hole 1 Elev.- 91.00 • ♦ADJ. Groundwater - Teat Hole 1 Elev.- 93.70 (Adj. Per CAPE COD COMMISSION - 2.7) PREPAREDFOR , c 6" OF 3/4"-11/2" STONE t g 8" OF 3/4"-11/2' STONE 8' OF 3/4'-11/2" STONE SUBSURFACE SEWAGE DISPOSAL SYSTEM PUMP SYSTEM PROFILE CHAMBER Note: Remove soil down to )ed -pcoarse sand layer do replace with N 0. DATE: DEFINITION (elev. 95.00 Estimated tit replace with clean coarse sand w/perc. OF WARMEDVEGETATIVECOVER rate lose than or equal to 2 min./in. before do after placement -�� Q �25 p8 Expanded to 5BR System MR. FREDRICK MYCOCK #245 MITCHELL'S WAY Note: All leach lines to be capped at ends w/PVC caps. HYANNIS, MA i .,, :.w v''':•r' ,t .' "'.."/t'".d''' �'. ,ti.�•N . ... '. 4..• ,,.,• �. .. �, •+ . ,.. eA0XF1LL WITH CLEAN SAND - - .,�'. , , �: a '. . • ..}t'. +. ' ' . (NATIVE OR PER(SAND) r... �y..;;•:'t: ''.:, .• •s' t•`+•. a,':.�,t.. t::,+' ,,,..;,.,,.: ASSESSORS MAP 290 PARCEL 039-002 �.:.:.., ;',. ....'•;I':'='. I' olio.:,• ., �: .. P.O. BOX 643 �'" „•.,,:�;~;� ,, ,1 ,�•;,,, "t. ,.', .�.:,�' �'.�:,;�,.....t•. . ',•' PREPARED BY: TOP OF UNIT ELEVATION - 99.75':;.: •I'�'t ',. INV. ELEVATION - 99.50 :,::, ; ;.,.., .�,;..:,:r:. ' :!�;;•�:'°~ •,',: _ BARNSTABLE, MA 02630 �� CA)?JfEyV �' A n N • SHAY : ' . ENVIRONMEVT14L SERVICES, INC. ,��' is �•IW ;�:;r1�w: .�M' BOTTOM ELEVATION - 98.75 ASHUMET ROAD 6' MIN ABOVE BOTTOM OF » » ►STE�� MASHPEE, MA 02649 TEST PIT OR GROUND WATER 4 8 4 SANITAR�P� -Epp. I�IDTH 12.88' EXISTING SUITABLE MATERIAL } TEL FAX : 508-548-0796 ADJ. GROUNDWATER - ELEV. 93.70 SOIL _ABSORPTIDN SYSTEM (SECTION) / BOTTOM OF TP-2.: - 88.00 INFILTATROR QUICK 4 (H-SO LOADING)/ GEORGE O'BRIEN SCALE: 1 "=20' DRAWN BY: CES DATE: APRIL 9, 2008 (OR EQUIVALENT) PROJECT#SD-1084 FILENAME: SD1084PP.DWG SHEET 1 OF 1 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12" ENCINEE'R sr INSPB'CTIDN SCBEDULB Inspection #1: Engineer shall inspect when the required excavation is complete. 3-24•DIAM. ACCESS MANHOLES 3-24•REMOVABLE COVERS Note: EXISTING 1,000 GALLON TANK TO BE REMOVED PERCOLATION TEST I & REPLACED WITH NEW 1500 GALLON TANK. Inspection #2: Engineer shall inspect when clean fill with percolation s - ' ''` 4" 1 ( .+. ..�. I•,• • 0'...•,•5 ••... j r / MIR. OIr010i10. ••• '• 1.1' CAA Rate of less than two minutes per inch has been properly deposited. -+-r"�+�' �k-•+• Date of Percolation Test: APRIL 3, 2008 'elm' -i; "�^' z•m filet to outlet s•�,� -2 I I I Inspection #3: Engineer shall inspect when components of the septic Test Performed By. CARMEN E. SHAY, R.S. C.S.E. I -"' r.�,„ s CUTLET :' System and the um chamber mechanisms have been installed. Results Witnessed By. DONALD DESMARAIS (BARNSTABLE B.O.H.) IJ s'_r } I y pump Excavator. SHAY ENVIRONMENTAL SERVICES, INC. / / / •• 4•-0'rah. Percolation Rate: Less Than 2 MPI O 36 / / / ; •• h !• Llquk area Note: Remove soil down to el. 95.00 & replace with I 3 I PROJECT BENCH MARK 40 POLYETHYLENE LINER FROM ELEV. �1 clean coarse sand w/perc. rate less than or ^-•T' •9"r rF"T„ .. .;I 4- 1 TOP OF FOUNDATION or equal to 2 min. in. before & after placement I v! I = (Assumed) 98.30 to 92.25 AND TO EXTEND r:• '• 4'-104 - q / P I "1 I ELEV. 100.00 ��----_ e'-o• ALL FOUR SIDES AS SHOWN STEEL REINFORCED PRECAST CONCRETE CROSS SECTION END-SECTION Test Hole Test Hole No. 1 No. 2 PLAN VIEW I• 0 `�� SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND DEPTH SOILS ELEV. DEPTH SOILS ELEV. DURABLE WATERTIGHT MATERIAL AS PER TiTLE V CODE 15.226. 0 99.00 0 98.00 t000 GALLON �� Loamy Sa Y TYPICAL 1000 GALLON H-10 SEPTIC TANK CENTER ED NATHESS COVER OF SEPTIC TANK TO BE THE APPROPRIATE RISER TO WITHIN I; Pump Chamber �\ Sand 8" OF THE EXISTING GRADE AS PER TITLE V. _ 10 YW 3/2 10 YR 3/2 0--e" Ar 98.50 0"-8' A, 97.50 NOT TO SCALE THE ACCESS COVERS FOR THE SEPTIC TANK, -�O�- L _1 z 1 u! 98 Loamy LOa^1Y DISTRIBUTISET DEEPER THAN BOX t"D LEACHING FOOT FLOW COMPONENT COO �� �' I".• � ' T- ' I `� DECK Sand Sand GRADE SHALL BE RAISED TO WITHIN 12" OF �' I° - �' 440 t0 YR 5/e 10 YR 5/e FINISHED GRADE. tp rC �i / /O I' I \ 8"-36' Be 98.00 8"-36' Br 95.00 INSTALL TUF-T1TE GAS BAFFLES OR EQUALS 0 Mtn Flne Mg-Fine ON ALL OUTLET TEE ENDS I -------- r / iSand --_ �_ I 7 - - d ALL OUTLET PIPES FROM THE i I i i +� ----- Ile , � EXISTINC ---- -- 98 2.5 YR 8/4 26 YR e/4 t 64•QO �- ,,' - �\ /� "�. nil 0 5 BEDROOM 38 120 89. 120"- 98 88.0 DISTRIBUTION tLEVEL FOR OAT LEAST 82 FT 12" CONCRETE COVER Failed HOUSE ` ' r 8 - 5' OUTLET I I I ,prp�RA�A i oR1°Mt'l' un+cyp Wr. I �� ST HOLE 1 �' �45 KNOCKOUTS I I I I i oNil t� elm - 99.00 TEST HOLE 2 g `j• fr1 1 1 1 1 1 I C1►�1p 45 V 9 f '� 12" INLET p 1 \ 1 1 1 1 V _ �` OUTLET jR_iQi _Wator. .- ..-. -..y p i i i \\ VV EXISTING .�.•��_-- 1-- EXIST% . I .\� - � `•�\ I 1 ) ;. ." N., .�,,ti v,: 2 \ A I U I J NOT TO SCALE '*I 1 1 \ \ \ T BEDROOM 1 SAS /.� 6 - NAFIiRgt 8AS"t F-.Lim --- 1ss- 1.75" HOUSE �1 APPROX LO�;S #7 & #8 1500 GALLON �'- ------ - _�� Pert ,, PLAN-SECTION CROSS SECTION 245 I 80 8________-_ SEPTIC TANK ` J I ` t 1 -__ 7, _-___ De th to Perc: 40" to 58" T*i ` i 1 fy,>SO ttSgl4Cde !feet I I Perc Rate= Less Than 2 MPI ` 1 __ ---L_I _ 6 HOLE DISTRIBUTION BOX y A _ i DIRT DRIVEWAY L,_ _ _ - MIW29 ZONE C - INDEX = I i 1 1 EXIST. - I _ '" __ I _ ADJUSTMENT ENT - 2.7 FEET 7.7 for 3/08 -�/-_ --_---___- - Provide Risers 1500 GALLON �i ��' - _______- OBSERVED H2O Elev. - 84" or ELEV. 91.00 2_20•RENovEAeLE to bringINLET Pump Chamber cover s-sr sued.A0a~ " SEPTIC TANK - �� --- -------------- ADJUSTED H2O Elev. - 4.3 below Grade per Frimpter or ELEV 93.70 MANIHOLE CovERs wrtHN to grade and OUTLET cover to _ _ ' - --- - --- ---- ------ --- e"of FINISIED GRADE finished FINISHED grade `-- RESTORE TO FIESSHED GRADE ELEV. -------------------- ____-- ____---- --- ----- 43 -- ��_ y \``- _------------------ .. _--- .►- --_-- _.,_....-..--_...-.. - �� \\��\ ���\ ` ������� UET OUT a" MtT 1 -1 1 Ounr► THE ACCESS COVERS FOR THE SEPTIC TANK; -___-- _____ _ - ___- _ . _ . . BUOANCY CA L CUL A TlONS I�INERT J 1 DMTrdBLI110N BOX AND LEACHING COMPONENT I I \`\` - -------------------- O�D--QRAINAs QITQH-----= r ` ` �. L ��� \ SET DEEPER THAN 5•BELOW FINISHED I \\ _ _ - - -` --- �. • �- OUTLET INVERT ELEV.- 04.93 GRADE SHALL BE RAISED TO VAIMIN e'OF. -3Tr CHECK VALVE .-. ..e-,, FINISHED GRADE. ����7{(� Weight of Septic Tank: 8,250 lbs. c �' ,GE. L11���''�' �____- �____-------------------� `���\\ \ '��\\� \�: �' Weight of Soil Above Tank 4,722 lbs. �. 2"SWING CHECK VALVE-P.V.C. STEEL REINFORCED PRECAST CONCRETE hr�u3�' PLAN VIEW _ ---- '-+ - -- ___--- \ Total Weight Down: 12,972 lbs. 24 3- .� E OF 16.7� i' -_- \ \ \\\�� Sr r -� ti ED f - - Weight of Water Displaced.- 6,842 lbs. e.4• ,�,,,, PUMP CEIAMBER ELEV.. BO.eS I NOUN ' - 1 \• \ ST No Ballast Required For Septic Tank -(�"" \��N � � Weight of Pump Chamber.• 8,250 lbs. 1 at 3/4 - 11 sLea. } �4w I ` Weight of Soil Above Tank 4,722 lbs. PUMP DETAIL Total Weight Down: 12,972 ibs. W to scale CROSS-SECTION END-SECTION Weight of Water Displaced: 6,842 lbs. PUMP NOTES & SPEC/FICA T/OHS 1000 GALLON H-10 SEPTIC TANK USED AS PUMP CHAMBER No Ballast Required For Pump Chamber NOT To SCALE f. PUMP Sh4LL BE INSTALLED IN STRICT COMPLAWE WrN AWUFACIURER'S SPEt�F7Gf10NS _ Number of Bedrooms: 5 Equivalent to 550 Gal./Day - _ Garbage Grinder: No ?. _ALARM M#VG-LSW T of #&TAE s IN XDING Leaching Capacity Proposed: 550 Gal./Day Minimum " AW RED �REDBYSE�TE as °FROM PUMP SPECIFICA77ON CALCULATIONS Septic Tank - 2 x 550 Gal./Day -1100 USE NEW 1500 GALLON SEPTIC TANK CARcu�S TO PUMP, ,x DOSING SCHEDULE.• SOIL ABSORPTION AREA: Using percolation rate of 6 min./inch •X GALLONS/4 �ES-8'50 �0NS�S STATIC HEAD CALCULA77ON Bottom Area: 0.70 gal/sq. ft. x 830.72 sq. ft. - 581.50 gallons 99.7T - E1ev of D-Box /n Design Calculations Sidewall Area: NOT USED FLOAT LOCATION CALCULA77ONS °0B5' - 0011S" of mom of Purnp a'ambeir Providing: - 581.50 gallons aa.n - sao.as' - a.a?' smelt Heod Use: 4 ROWS OF 11-OUICK4 STANDARD CHAMBER UNITS WITH NO 82•5 Gallons/ 7.48 GAL/Cu fit 11.03 Cu Ft DYNAMIC HEAD - _ Anna of Bottom of Chamber-'8'x 5' - 40 $9. FL STONE FOR AN SAS HAVING THE DIMENSIONS: 12.7' x 44.0' Helyht of water for One Dose(H) - 11.07 Cu. Ft. /40 Sq. Ft. H - 0.37 Ft. - 0.275'or 3.J INCHES friction Hood for J'SCH 40 P14: P/ps Bottom Area: (General Use Approval for 4.72 SF/LF of INFITRATOR *to GPM - 0.005 Ft./100 R. 11 UNITS + 2 END CAPS per ROW - 44 FT Pump On - 1G•5' 050 MW _ 0.01 FL1100 t. Use Could Modol J887(WS0511BF) Pump. 4 ROWS x 44 x 4.72 SF/LF - 830.72 SF Pump Off - Z?- 0100 GPM - 0.40 Ft./100 Ft. 12 U 2-Sa I 1/? HP ?'SoNds Handlfnp DESIGN FLOW PROVIDED: 0.70(830.72 S.F.) - 581.50 GPD Alarm - 17.0, Tom/Dynomle Hood - 9.22' O 100 GPM OR EQUIVALENT 0 20 40 50 EXISTING SAS TO BE PUMPED DRY & PUMP PERFORMANCE DATA VARIANCE REQUESTED REMOVED TO, FACILITATE INSTALLATION OF NEW SAS THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED - GENERAL NOTES 1. REQUEST A VARIANCE TO REDUCE THE DISTANCE FROM AN SAS TO A �� NOTE: THE .STRIPPED OUT SOIL CONTAINING LEACHATE SUPPLEMENTARY PLAN OF LOTS IN HYANNIS. MA DRAINAGE DITCH FROM 100 FEET TO.60 FEET. DATED MAY 19, 1933, BY NELSON BEARSE, SURVEYOR SCALE: 1 =20 FROM THE EkISTING SEPTIC SYSTEM TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 40 1. Contractor is responsible for Digsafe notification 2. REQUEST A VARIANCE TO REDUCE THE DISTANCE FROM AN SAS TO IT SHOULD BE USED FOR NO PURPOSE OTHER THAN and protection of all underground utilities and pipes. THE RIDHT OF WAY FOR MITCHELL'S WAY FROM 10 FEET TO 8 FEET. OF AS PER 90ARD OF HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. 2. The septic tank a{ H� distrit�uion box shall be set level on 6 of 3 4 -1 1 2 stone. 3. Bockfill should be clean sand or gravel with no s 1 a,,,� p. a.r•' .�► stones over 3" in size. •jr LEGEND 40 4. This system is subject to inspection during installation ( : by CARMEN E. SHAY - Environmental PROFILE OF SEPTIC SYSTEM I 5. The contractor shall install this system in accordance DENOTES, with Title V of the Massachusetts state code, the approved plan i 8X0 _ and Local Regulations. SPOT GRADE during installation the contractor encounters any NOTE: PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. 3 a .2 Z0 6. If, *i•'"' 1. i DENOTES EXISTING E soil conditions or site conditions that are different NOTE: BREAKOUT ELEVATION OF LEACH FIELD - Elevation 99.75 104X46 o from those shown on the soil log or in our design GRADE OVER SAS TO EXTEND 15 FEET BEYOND SIDES OF SYSTEM r s SPOT GRADE •� �. installation must halt & Immediate notification be *NOTE. INSTALL TUF-T/TE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS • 1 E _ made to CARMEN SHAY - Environmental M E E I Finished grade over system-2X stops away 1 Yit 1 j pL PROPERTY LINE .� 10 7. No vehicle or heavy machinery shall drive over the PROVIDE EFFLUENT TEE FILTER Provide Risers N necessary septic system unless noted as H-20 septic components. ZABEL MODEL A1800 to bring o-Box cover Flntshed grade over system- 100.5o k '��' A PROPOSED CONTOUR 8. Install Tuf-Tito gas baffles or equals on all outlet tee ends. within e' of finished grade }r ` 9. All Distribution Lines shall be 4 diameter Schedule 40 NSF PVC OR EQUIVALENT w/Go. earns DBOX � `' » -- �wnf' - - pipes. ` 10 min. from Provide Risers 97- --- --97 EXISTING CONTOUR EXIST. House house to septic tank Provide Risers If necessary to bring INLET Pump Chambor cover - 10. All solid piping, tees dt fittings shall be 4" diameter to briny-Se tie tank covers to grad• and OUTLET cover to 1liEfptt P Mj1�` Schedule 40 NSF PVC I within a of flntshed grade 3' MaxiMum Cover 1 pipes with water tight joints. finished grade r _ �'_ .rl - ® DEEP TEST HOLE & _ 0 20 40 QO SO 100 120 140 l S• 1 pw root 4• PVC(CAPPED)NSPEcn PORT TO BE PERCOLATION TEST LOCATION 11. Municipal Water is Available And All Houses Within 150 Feet Level for 2' INSTALLED AND TO 5E WRTHI 5"OF GRADE IS. S' '/+" MAtN o •-+ STOCKADE FENCE are Connected. EXIST. PIPE 1 �t S. 1/e'per too FORCE � � eo, pp �aaxrw�elsrWns � � ,� �. Capacity - US G.P.M. FROM EXIST. 1` 10, pp 25 ao Ir1 4, rDUNDATION IA a y e u a+ 4 ROWS OF 11 UNIT AT 4'/UNIT♦ 2 END CAPS- 44.00' 0> NEW 1, cQi f000 GALLON s" 8oA 40 E 4 BoA. 40 � N PROPOSED CONCRETE FOUNDATION 1 11 SEP77COTAW � � HUM0o) % � 5' STRIPOUT ALL AROUND FULLFOUNDATION y H_10 A 4 , � � w Obs. Groundwater - Test Hole 1 Elev.: 91.00 - R E V I S I 0 I V S II 0) c - ♦ADJ. Groundwater - Test Hole 1 Elev. 93.70 (Ad j. Per CAPE COD COMMISSION 2.7) PREPARED E 0 R . 8. OF 3/4--11/2" STONE-4 Hh 8" OF 3/4--11/2" STONE e- OF3/4"-11/2- STONE SUBSURFACE SEWAGE DISPOSAL SYSTEM c 'e c PUMP SYSTEM PROFILE CHAMBER Note: Remove soil down to mod - coarse sand layer & replace with N0. DATE: DEFINITION (elev. 95.00 Estimated) aL replace with clean coarse sand w/perc. OF ESTABLISHED VEGETATIVE COVER rote less than or equal to 2 min./in. before do after placement 1 4 2 5 0 8 Expanded a n d e d to 5 B R System #2 45 M I TC H E L L'S WAY _ L pMR . . FREDRICK MYCOCK f Note. All leach lines to be capped at ends w/PVC caps. HYAN N I S, MA r . .. v"'•' �' .:'�'"i": '•. r.• . .. ... •..• ti. y. .. , +1i�$'':'� .• BACKFILL WITH CLEAN SAM _ _ i �' .'i•6:•+1 5 (� 'u, ..,:••�'�.•, .: .., , ,......;• .. . : ..,?t'• .o "r. . "• (NATIVE OR PERC SAM) %,:^ti"'. ,, .;.:::': .. )'.'.,r • .• •,t,"•.•, •. ;,':.�, .• 1�:,+'• '�.;,.;.•.'.. ASSESSORS MAP 290 PARCEL 039-002 • . I' r'. ,•� �:, P.O. BOX 643 •.r ,,,•';14.}q,�.•�. Ili.i' ••��J...••� .{, \' .j i..:�• .5 t....... '.. TOP OF UNIT ELEVATION - 99.75'7,;''1'ti;`,.«'�a ' "`�.�,'•"" �4•`•�'1 "_' ` "'''' '`,::'x; "5.�;'".p.':*�•,r.:;':;.. .<•,,;.•.:y�l•� PREPARED BY: ', 5'��'S•.L' �'• �. .5�':6•y,'+ti'� •` ! .".!•�. '1�;;.I.t'•..�,,:: 'i.;:'•.I�•5 p OF ILA INV. ELEVATION - 99.50 ..,:� ':j ,,. ;::,''." ";;.1 �.Y:• r r• ; •,.;,' BARNSTABLE, M A 02630 R �' y C�4 BNEY E. ,SHE( Y �:, ENVIRO1WENTU SERVICE'S, INC. BOTTOM ELEVATION - 98.75 i:n'' Y 185 ASHUMET ROAD V MIN ABOVE BOTTOM OF 4» a 4» MASHPEE, MA 02649 TEST PIT OR GROUND WATER S y N I TAR�P� -Epp. WIDTH 12.88' \EXISTING SUITABLE MATERIAL ADJ. GROUNDWATER - ELEV. 93.70 S❑IL ABSORPTION SYSTEM (SECTI❑N) TEL/FAX : 508-548-0796 BOTTOM OF TP-2.: - 88.00 INFILTATROR QUICK 4 (H-10 LOADING)/ GEORGE O'BRIEN SCALE: 1»=20' DRAWN BY: CES DATE: APRIL 9, 2008 ALL EQUIVALENTI PROJECT SD-1084 FILENAME: SD1084PP.DWG SHEET 1 OF 1 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12' ENGINEER s INSPB'cT10N SCHEDULE 3-24' REMOVABLE COVERT-\ Inspection #1: Engineer shall inspect when the required excavation is complete. 3-24• DIAM. ACCESS MANHOLES I \ PERCOLATION TEST B' e• 4• Inspection #2: Engineer shall inspect when clean fill with percolation •'•' � -:.t' .�.r:" •1. J min. Clwranw ITfv j I Rote of less than two minutes per inch has been properly deposited. Date of Percolation Test: APRIL 3, 2007 e�'• • ' •• -' a mr�lY mrl r,l.t to outlet r mh •` Inspection #3: Engineer shall inspect when components of the septic Test Performed By. CARMEN E. SHAY, R.S., C.S.E. , o•mh,T7 LAN' OUTLET I System and the pump chamber mechanisms have been installed. Results Witnessed By. DONALD DESMARAIS (BARNSTABLE B•O.H.) :'�/ / y e _7• s -r I Excavator: SHAY ENVIRONMENTAL SERVICES, INC. ' 4•-0' mn. I " OU �.. •r Uqukl depth Q I Perco ation Rote: Less Than 2 MPI 0 36 Note: Remove soil down to el. 95.00 & replace with I 3 i PROJECT BENCH MARK 40 POLYETHYLENE LINER FROM ELEV. ( 1�(� I . clean coarse sand v/perc. rate less than or I I TOP OF FOUNDATION '` \ 1 ` _ �n OR -_ 98.30 to 92.25 AND TO EXTEND r".T'�:"� �•-'a"''-r'••;• ' -`• '' ' or equal to 2 min In. before & after placement I vl I ELEV. = 100.00 (Assumed),- _ °-0• 4 ' "1 = ALL FOUR SIDES AS SHOWN Test Hole STEEL REINFORCED PRECAST CONCRETE CROSS SECTION Test Hole END-SECTION No. 1 No. 2 PLAN VIEW O / SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND I i O /' \�� DEPTH SOILS ELEV. DEPTH SOILS ELEV. DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.226. O I I; w j i' \ 0 99'pp D 98.0010ENTER ACCESS COVER OF SEPTIC TANK TO BE o ,I Loamy Sand TYPICAL 1000 GALLON H- 10 SEPTIC TANK RAISED WITH THE APPROPRIATE RISER TO WITHIN Sand6' OF THE EXISTING GRADE AS PER TITLE V. 10 YR 3/2 t0 YR 3/2 NOT TO SCALE 124.00, 0'-6' A, 98.50 0'-6' A, 97.50 THE DISTRIBUTION BOX AND LEACHING ESS COVERS FOR THE EPTIC TANK, COMPONENT EPER ED �O to 5' j r 1 r 98 `\ Loamy Loamy SET Sand GRADE ESHAL BENRAISED TO WITHIN 12HOF .r+ + 7.5 26 90.5 \ DECK FINISHED GRADE. �O CID 1,6 __ . I � to YR is/e to YR s/e CO Q:II / ��'�/ I / \ ION TALL TUF-TITE ALL OUTLET TEEAENDSAFFLES OR EQUALS / Q 1 I -`�- I 1000 GALLON g•_36• B� 96.DO g"-�" Br 95.00 + / v 1 o Pump Chamber Mid Fin• Mod-Fine O, // ---- Ia 2. 9 _- Sand Sand ALL--- 4- + EXISTING --- - 98 ys YR 0/4 2 e YR e/4 DISTRIBUTION PBOX SHALL BE .n 0 - , / CONCRETE COVER /'� p 3 BEDROOM 38'- 120 89.00120'- 98 B8 0 SET LEVEL FOR AT LEAST 2 FT. 12' I I i i 15`t �� . . \ %/� `. _ 5' STRIPOU, ALL A MOUSE t. KNOCKOUTS OUTLET r,.• ��, I 111I I I I t Rp�A // ,Pe •' " ci ` ,,r, I \ TEST HOLE #1 /' #245 , p�W'( EV.- 99.00 TEST HOLE 2 / 9$ �� - ,5.5' 12' INLET m I 1 I I \ I Q I ( _ qts �.� C� OUTLET r t _ _ Mt+laici�i_Wser_JoiPr� • . - �X➢ST, y� 6" a' l ' I I 1 \ \ .• I - I 1000 GALLON :r. m i I I \\ \\ EXISTING �`- I -; EXIST. I .NATU SEPTIC TANK I I NOT TO SCALE SASLIN& • . _ I _ 15.5• 1 75, / �ATts ~ I PLAN-SECTION CROSS SECTION \ \\\ \\\ \ 7 9EDROOM % APPROX 196 --____-- t--•----- Perc 1 HOUSE ,I LO�;S #7 & #8 �� ��`---- i I ���9 iM -t \ ► \ #245 t \ � ______________________ I I 6' Depth to Perc: 40" to 58" �, ,I ; \ , (1_ 12'_f80 Tqua•'re Feet +� �, I ; Perc Rate= Less Than 2 MPI 6 HOLE DISTRIBUTION B 0 X y I I - _ I -� L_ ADJUSTMENT C- 2.7DFEET 7.7 for 3 08 Provide Risen !-sr MAIL AOOM YYHaa _ DIRT DRIVEWAY / _ / I / 1 i EXIST. ____ ►�1 I o ; ; I / 1500 GALLON / SEPTIC TANK -- _�- ----_-_- OBSERVED H2O Elev. 84 be ELEV. 91.00 =_20• R ,� to bring IN um amber cover + ----- --- ADJUSTED H2O Elev. - 4.3' below Grade per Frlmpter or ELEV 93.70 MAMtOLE CavERs wrtHIN to grade and cover to gra I + + / ' I - - ------------ ------------- _----------------- - 1 e•OF FlNISF#D GRADE finished FI WEED r-r ------------------ --.- -- RESTORE TO FINISHED GRADE M. f iit.�.✓ •�: •^`..s., ' e IT ----------------- _-� -- ___ -�- _ ---_ �� ` \\ `\�� IaJ<T ------ --____- --- __--__ ------ �3 _ B U OA N C Y CALCULATIONS 1 FOR THE I / \ _--------___ __-____-__ -_ __ --}I \ ��\ `��`` LIFT OUT CiMN \ 1 OUTLET DISTR THE IBUTION BOX AID LEACHING COMPONENT ------- _-___= = - == ____----- _- of a_ RAINAGL 41T�H_-_-' �\ .\ - �T DEEPER TNAN e• BELOW FINISHED __ -_ \ \\ \\ INLET INVERT OUTLET INVERT�r . ? FINISHED GRADE. `\ \ �4L\r.�.Sd, b 1_�EEPE1(E°CHECK VALVE + , '!F ' GRADE°HALL eE RAISED 10 NATr11N e' OF Q ------------------- - _----- H, ---- ____ __-------------- ( __��,� y Weight of Septic Tank: 8,250 lbs. p R OE '__-_ - \ �' ��' Weight of Soil Above Tank 4,722 lbs. W. 2• selNc CHECK VALVE-P.V.C. STEEL REINFORCED PRECAST CONCRETE OL � r II � ���� �.� PLAN VIEW --_- , -- T� 1 ` r1 \ ���.\ Total Weight Down: 12,972 lbs. e,• 2s r �s-s.•lorw�aaoa� r ED E OF t , ,� 1�' f�CVe Uf ��` Weight of Water Displaced: 6,842 lbs. ��'r...p. ear? 'Lr,�ww.-r.,..� aunsT ���� �A * No Ballast Required For Septic Tank _P_'"`�"_""_°E1_EL�''' °0'9b I �, ' ` >, TT Weight of Pump Chamber: 8,250 lbs. Weight of Soil Above Tank 4, 722 lbs. ` Total Weight Down: 12,972 lbs. PUMP to DPwTAIL rd 4•-1� 9 �\ CROSS-SECTION END-SECTION Weight of Water Displaced: 6,842 lbs. PUMP NOTES & SPECIFICATION 1000 GALLON H-10 SEPTIC TANK USEp AS PUMP CHAMBER NOT TO SCALE _ * No Ballast Required For _Pump Chamber 1. PUMP Shall BE INSTALLED IN STRICT COMPL.NNCE - WrTH A4WUFACTUREX'S SPECIFICATIONS. Number of Bedrooms: 3 Equivalent to 330 Gal. Do 330 Gal./Da Min. per Title V ?' ALARM srrut �OF��TA IN U I Y ( Y � RED WARNING LLCM TO BE INSTALLED NV BUIL.DINC Garbage Grinder: No AND POtt•ERED BY SEPARATE GTRcU?FRow PUMP SPECIFICA TION CALCULATIONS Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) CIRCUITS TO PUMP. Se tic Tank = 2 x 330 Gal. Da - 650 USE EXIST. 1.000 GAL. Septic Tank. J. 350DOS a SCHEDULE- Septic / y P JJo �ccoNs/s MSEs'-a2s0 G411oN5/DosE STATIC HEAD CALCULA710N SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 490.88 sq. ft. - 363.25 gallons 69.77' - Elev or D-Box In Design Calculations Sidewall Area: NOT USED FLOAT LOCATION CALCULATIONS 90.95' - Elevation of Bottom of Pump Chamber Providing: - 363.25 gallons 99.77 - 90.95' - B.B2' Stack Hood 82.5 Gallons/ 7.4d CAL/Cu P � 11.OJ Cu Ft►I5G 4 ROWS OD 6-OUICK4 STANDARD CHAMBER UNITS WITH NO Area of Bottom of Chamber - °'x 5' - 40 Sq. Ft. DYNAMIC HEAD STONE FOR AN SAS HAVING THE DIMENSIONS: 12,83' x 26.0' Noipht of water for Ons Do" (H) - 11.03 Cu. R. /40 Sq. Ft. Frfction Hood For J'SCH 40 PVC Pipe H - 0.37 FL - 0.275' or 5.3 INCHES Bottom Area: (General Use Approval for 4.72 SF/LF of INFITRATOR _ *to GPM - 0.005 Ft./100 Fr. 6 UNITS + 2 END CAPS per ROW - 26.0 FT Pump On - 1a5' 050 GPM - 0.01 FI:/too FL Use Gould Abdol JBE7(WSO511BF) Pump 4 ROWS x 26.0 x 4.72 SF/LF = 490.88 Pump Off - 7.2' *too GPM - a40 Ft./fo0 Ft. 2J0 Volt 2*So / 1/2 HP ?'Solids Hondltny DESIGN FLOW PROVIDED: 0.74(490.88 S.F.) = 363.25 GPD Alarm - 17.0' Total Dynamic Hood - 9.22' 0 100 GPM OR EQUIVAIPNT 0 20 40 50 EXISTING SAS TO BE PUMPED DRY & PUMP PERFORMANCE DATA REMOVED TO FACILITATE INSTALLATION OF NEW SAS THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN ENTITLED GENERAL NOTES SUPPLEMENTARY PLAN OF LOTS IN HYANNIS, MA NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHATE DATED MAY 19, 1933, BY NELSON BEARSE, SURVEYOR SCALE: 1"=20' FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 40 1. Contractor is responsible for Digsafe notification IT SHOULD BE USED FOR NO PURPOSE OTHER THAN and protection of all underground utilities and pipes. OF AS PER BOARD OF HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. 2. The septic tank a distri union box shall be set level on 6 of 3�4 -1 1p2 stone. 3. Backfill should be clean sand or gravel with no 3MAd bf�i� •, w_ r------ i } it stones over 3" in size. 1 ' - �'� ? ► i ; LEGEND 40 4. This system is subject to inspection during installation i �.. ti 4k } r T i by CARMEN E. SHAY - Environmental PROFILE OF SEPTIC SYSTEM ;-. �... -�' : i + 1 - I 5. The contractor shall install this system in accordance �• '' �;A'1�'`, -1j; --- with Title V of the Massachusetts state code, the approved plan 1 8XO DENOTES PROPOSED v and Local Regulations. BaFnsfalFile � 0 9 - SPOT GRADE _ 6. If, during installation the contractor encounters any 20 soil conditions or site conditions that are different NOTE: PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. -- ' r DENOTES EXISTING E NOTE: BREAKOUT ELEVATION OF LEACH FIELD - Elevation 99.75 1 ti, 104X46 o from those shown on the soil log or in our design �'-4 !` ` SPOT-GRADE c installation must halt do immediate notification be GRADE OVER SAS TO EXTEND 15 FEET BEYOND SIDES OF SYSTEM a *NOTE.- INSTALL TUF-T/TE GAS QAFFLES OR EQUALS ON ALL OUTLET TEE ENDS. pL PROPERTY LINE a made to CARMEN E. SHAY - Environmental Y 7. No vehicle or heavy machinery shall drive over the g sY slope y f' ;' r' 10 septic system unless noted as H-20 septic components. Fnished rode over stem-2X slo awe , Provide Risen if necessary PROVIDE EFFLUENT TEE FILTER to brio D-Box cover Finished grade over system- 100.50 'a 1 a� .*s4zN PROPOSED CONTOUR B. Install Tuf-Tito gas baffles or equals on all outlet tee ends. ZABEL MODEL A18DO qq t " " OR EQUIVALENT W/Gas Baffle within 6' of finished grade �� t< 1. I {Y - - 9. All Distribution Lines shall be 4 diameter Schedule 40 NSF PVC pipes. 10' min. from Provide a..n DBOXx�:• 97- - - -97 EXISTING CONTOUR . EXIST. House house to septic tank Provide Risers if necessary to bring INLET Pump Chamber cover 10. All solid piping, tees k fittings shall be 4' diameter 4 , 3j7 to brin Se tic tank covers to grade and OUTLET cover to --� r Schedule 40 NSF PVC pipes with water tight joints. qq p I DEEP TEST HOLE & within 8' of finished grad• finished grade 3' Mazlmum Cover - �` -_ _--- 0 20 40 60 ISO 100 120 140 ._:} .- 11. Municipal Water is Available And All Houses Within 150 Feet s- 1/e per foot 4• PVC(CAPPED)NSPECTi PORT To BE "- - - -, PERCOLATION TEST LOCATION Level for 2' INSTALLED AND TO BE WITHI e• OF GRADE s �_...y- are Connected. S- 1/4•Pk 1N o "' , ; ~� Capacity - US G.P.M. - -- '' STOCKADE FENCE ! root S• 1/s• k FORCE MA r- MkettR COro�QDo7 N�UTEQ,IYOJO r11M Apt,elt. P foo EXIST. PIPE to 10. FROM EXIST, p ` n FOUNDATION 5'� 1 II obi 4 ROWS OF a UNITS AT 4'/UNIT+ 2 END CAPS- 2e.00' 14• soh 40 Pi EXIST. 1,000 GALL N PUMP Cam" S' so A 40 PPPiiiGCC'------"' II PROPOSED i SEPTIC TANK ui rn 5' STRIPOUT ALL AROUND REVISIONS R CONCRETE FOUNDATION FOUNDATION g It a, H-10 0) ; iu �Obs. Groundwater - Test Hole 1 Elev.- 91.00 PREPAREDFO • FULL FouNOAnoN v H-10 II g v, c �ADJ. Groundwater - Test Hole 1 Elev.- 93.70 (Adj Per CAPE COD COMMISSION - 2.7') r• c �. . 6' of 3/4"-11/2' STONE 3i u m 6' OF 3/4'-11/2- STONE ` SUBSURFACE SEWAGE DISPOSAL SYSTEM c ' 6" OF 3/4'-111/2' STONE - ' c CHPUMPAMBER Note: Remove soil down to med - coarse sand layer do replace with ��, I NO. DATE: DEFINITION of SYSTEM PROFILE (elev. 95.00 Estimated) do replace with clean coarse sand w/perc. ESTABLISHED VEGETATIVE COVER rate less than or equal to 2 min./in. before & after placement #245 M ITC H E LL'S WAY Note: All leach lines to be capped at ends w/PVC caps. M R . FR E D R I C K MYC 0 C K HYANNIS, MA �, „h , �,,?• ,. :�,•r, BACKFlLL WITH CLEAN SANG ASSESSORS MAP 290 PARCEL - 039-002 "'r">;,'. '.o:i ,,,' ; •' 4 �.'..•'r,' (NATIVE OR PERc SAND) P . O . B 0 X 643 �.•,:; •'�`• '.•,•.;: ,Y..\�.,•' ''\�•� ',•;'•:• , :�,.; , •, PREPARED BY: �� , ELEVATION - 99.75•' I' '`• .rA. ,, ,•�i•' ;t- ::v� ,. � .. ?•• .I,::�:`::•.,, '.::. { �M: VVVr TOP OF UNIT I ,;',:,. �..::.::';:> .'"•, ;�„"�` <• 'ti:,, ,• . C�4 RHEY E. SHA Y ���' �;,:`,;: :�� :LT .:��•,'. ,',;> ��;: , , .,.::•., BARNSTABLE, MA 02630 % � `ICI' I'a ate" ,.,;: INV. ELEVATION - 99.50 BOTTOM ELEVATION - 98.75 `x ENVIRONMENTAL SERVICES, INC. N 185 ASHUMET ROAD \EXISTING t • MASHPEE, MA 02649 5' MIN ABOVE BOTTOM OF .46 4 TEST PR OR GROUND WATER SUITABLE MATERIAL Sq l TAR�P� 'rt EFF. WIDTH 12,.89' TEL/FAX 508-i548 0796 ADJ. GROUNDWATER = ELEV. 93.70 S❑IL ABS❑RPTI❑N SYSTEM (SECTION) BOTTOM OF TP-2.: = 88.00 INFILTATR❑R QUICK 4 (H-10 LOADING)/ GE❑RGE D'BRIEN SCALE: 1 "=20' DRAWN BY: CES DATE: APRIL 9, 2008 (OR EQUIVALENT) PROJECT#SD-1084 FILENAME: SD1084PP.DWG SHEET 1 OF 1 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12"