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HomeMy WebLinkAbout0205 STONEY POINT ROAD - Health 205 Stoney Point Rd - hmstable. rt; °A'=336 '029 fa�- S�Y� a f /Vol No.c�L413 _�C;L?6 (9v �x d I Fee THE COMMONWEALTH OF MAS€sa,_ETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpritation for JMisposai *petrm Construction Permit Application for a Permit to Construct( ) Repair(=. Upgrade,(/Abandon( ) vc,�omplete System ❑Individual Components Location Address or Lot No. �9h,J;4 W, Owner's Name,Address,and Tel.No.,S_,�Yg 3CQ-35-�1CD Assessor's Map/Parcel (=j Installer's NanW,Address,andj'el.No.7C5;?"Z? 7 GELS S- Designer's Name,Addr s,and Tel.No.S©� ,C),aZcn-\ Type of Building: Dwelling No.of Bedrooms Lot Size AC y2'�efj.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided ��(� gpd Plan Date ! G P Number of sheets f Revision Date Title Size of Septic Tank LS d 0-�;,�Ji, ,Type.of S.A.S. Description of Soil Z c� 5��AS2S4 Nature of Repairs or Alterations(Answer when applicable)`-1-_�,S 17 / '� ���� �6.,�6�or �x4z?Y►I Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date � 3 Application Approved b Date Application Disapproved by Date for the following reasons Permit No. ,Qoz 3 Q 7® Date Issued r 1? Fee t� i ' THE COMMONWEALTH OF 965 CHUSETTS Entered in computer: Yes ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application forisosaYpstem Construction i3ermit Application for a Permit to Construct( ) Repair(Upgrade(/'Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No.Q©5__!5 �,n l l Owner's Name,Address,and Tel.No.riz©?-36�-3 S�2i C7 Assessor's Map/Parcel -: 5 Installer's N Address,and Tel.No.S<5;.' EjdSS ,Designer's Name,Addr s,and Tel. Type of Building: Dwelling No.of Bedrooms �j ` �- �� Lot Size G y'�,,,4,q.ft. Garbage Grinder( ) Other Type of Building No.of Persons v Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided C^/�-/ , �j gpd Plan Date Number of sheets Revision Date ' 0 1 Title Size of Septic Tank I t,-�J 02,Type of S.A.S. S i De cription of Soil l- Nature of Repairs or Alterations(Answer when applicable-)•`- iSl�sx! C /ns a• lrJ���� �6./ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date ohh�d Application Approved b Date d Application Disapproved by Date for the following reasons Permit No. —,,)r-)/ c��]0 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(� Abandoned( )by at ©.K S\Q,�.�.�, c i, has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No.c dated Installer C��-Q, C;qa �,�,,y.� Designer S r #bedrooms 13 Approved design flow J gpd The issuance of this permit shallAfun'ttion7not be co strued as a guarantee that the syste w es gned i .Date Inspector � --------------------------------- ----------------------------------------------------- --------------------------------- ------------- No. QC I -7 d Fee a 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS tom, Vsposai 6pstem Construction Vermit �. Permission is hereby granted to Construct( ) Repair( ) Upgrade(✓� Abandon( ) System located at `� i e ,� �S'a' t�a\ ��-- 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. Provided:Construction musl be completed within three years of the date of this permit. Date � � Approved b\ TOWN OF BARNSTABLE LOCATION p� - �v�,�, ��;v�\ `�.�� SEWAGE#QZ4 -0:70 VILLAGE�'y� �� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO?, ,a#r ,o cx�1�-�- 1s71•(';1ae � ' SEPTIC TANK CAPACITY LEACHING FACILITY:(^^t►►y��pe) size) Qi('X \a`�• a NO.OF BEDROOMS J .CS C'. °�P OWNER i",d Vw.,A PERMIT DATE:Qo� 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 r � a3 , � O O O� c®- -use `( 'Is lz� 0 S, uJ�Vt 1 \`1 1 r ` J / 1 l . f Town of Barnstable �lime Regulatory Services 5R Thomas F.Geiler,Director BAMff'^BM = Public Health Division .`� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ?D Sewage Permit#o?cDC3-070 Assessor'sMap/Parcel 336 29 Installer&Designer Certification Form Designer: �� `1 <e� I (3 arms aller: ig Address: Address: t 61 CJ5 On�9� _ ��� � '�. ' �nwas issued a permit to install a (date) (installer) septic system at 20 5- 5 f OA e rA9f based on a design drawn by (address) ow dated x7 C(fT�2p (designer I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was ins ected and the soils were found satisfactory. CRAOE Cl{.Amn t, w h,lD, 1veY,0 ,v:�.2 VeYv3. I certify that the septic system rc e enced 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. Stripout(if required) ted and the soils were found satisfactory. � �%%OF Ike_ y U A J. c fpnl (Installer's Signature) Ct 0° - na (Designers Signature) (Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE T BE ISSUED UNTIL BOTH THIS FQWM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\desipercertification form.doc Town of Barnstable P# 1401 �VIE Department of Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 0 Date Scheduled 0/3Time / Fee Pd. — 0 tom—. So Suitability Assessment for Se ' e Dis osa P Performed By: Witnessed By: ` p LOCATION& GENERAL INFORMATION Location Address Q<ZC �l `�; � y Owner's Name C r"wvv\yo4�v�� Address C��wv`OG �1M�6o�G3 Assessor's Map/Parcel: �'a�( Engineer's Name CS �� � CD NEW CONSTRUCTION REPAIR Telephone# q &, n 'I4�(.�P_ ^ Land Use 3�Pni`a Slopes(9b) J— go ic' Surface Stones Distances from: Open Water Body > :Zoo ft Possible Wet Area�ft Drinking Water Well �I A ft Drainage Way IPO ft Property Line 33 ft Other A ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Cz --t I •' 3 DwCLLING t.�t ~- 2 --------------- Parent material(geologic) Depth to Bedrock / O Depth to Groundwater. Standing Water in Hole: N! Weeping from Pit Fttee Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH wATIER 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 Weil level Adj,factor Adj.Groundwater level,, o PERCOLATION TEST Date_, ..,_, Thne.� V Observation Hole# q' Time at 9" Depth of Pero U�e y� Time at 6" Start Pre-soak Time @ Chnal S� 1 S- Time(9"-6") End Pre-soak Rate Min./Inch i�ck Site Suitability Assessment: Site Passed 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:\SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Stnucture,Stones;Boulders. onsist_ency.96'Gravel) 0 • ` � _�.� �S� 1oy231� °► - leo 13 LS (o �1 S13 40 - 61.0 C' I© sly DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ©-�-X 11. Consistency.%Gravel) �-y 3�s- 53 C -1M SL C, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. G • I _ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Solf Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency. Flood insurance Rate Map: Above 500 year flood boundary No V Yes Within 500 year boundary No Yes Within 100 year flood bounds No, , Yes Y boundary Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on t5V a— (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 tra. . g,expertise and experience described in 10 CMIt 15.01(7. Signature ~l.� Date 1.3 Q\\EPTiC1PE11CF011M.DOC Cummactuld, MA TOP Of FOUNDATION 24"diameter concrete cover5 House: EL=30.9± 24"diameter concrete covers raised to within 6"of finish grade Cottage: EL=28.9± raised to within 6"of finish grade (or a5 noted) 40 m14 (or as noted) 4"PVC VENT (See Nt0#22)er 11 4CAP BY"SU/EETAIR" MIN VARIANCES REQUESTED 36" EL=27.0(mm) EL=27.D(max) EL=24.0(mm)-28.0 Local Upgrade Approvals: 3 10 CMR 15.403 4' 8.5' (5.5' 4' M 1p Variances: 3 10 CMR 15.22 1 (7) General Construction Reciuireni for All System Components:, LOCUJ` = p 26.2± 23.3 t 1 .) Soil Absorption System > 30" Below Finish Grade - `•' t:Vent o ChambersLi 50 Held 20" Variance Requested cp «) t, rdil 1`9 GEOTExTILEFABR/C of to xcee 72") of to Exceed 36") c� N pNPLACEOf l/4"-l/2"PEA5TONE) (N E d (N E d 24.75 22.67 22.50 s m 3/4'- l-l/2'5TONE G Ln Holl o + -o ! N 22.30 N f 1 U o Gand Ln Route 6A B:27.7_ J C:26.2+ Gas Baffle l 000 GALLONS 500 GALLONS 20.30 N Longest Run TWO(2)5i IOREYPRECA5T 500 T+ D-Box Route 6A A:66-^F �----/le' l6' GALLON LEACH CHAMBERS WITH 4'OF B:62' SZ c:s 1500 GALLON DO-6 5TONEALL AROUND ED /' TWO-COMPARTMENT (H-20 Rated) (ENO VIEW) z EL=l 4.2+Bottom of Test dole g SEPTIC TANK D-BOX LEACH Cl-IAMBERS PLAN VIEW SCALE: I " = 10' (H-20 Loading) 51 T E LO C U 5 F LOW P ISO F I LE NOT TO SCALE NOT TO SCALE Bdrm Kitchen Living I .) A55e55or'5 Map 33G Parcel 29 Kitchen Entry 2.) Deed Book 23293 Page 227 Living Bdrm 3•) Plan Book 282 Page 45 Bth Bth I I l Bdrm 4.) This property 15 not In a Zone II of a Public Water Supply ` Cottage Main House 5.) FloodZone: A * C 5Y5TEM DE51GN CALCULATIONS Map 337 � FLOOR PLAN Parcel 05 SEWAGE DES/GN FLOW REQUIRED:2 BORM DWELLING# l DORM COTTAGE @ l/O NOT TO SCALE GPD/BEDROOM=330 GPO REQUIRED Map 337 SEWAGE DE5/6N FLOW PROI//DED: TWO(2)500 GALLON LEACH CHAMBERS Parcel 18 LEGEND (H-20 RATED) WITH 4'OF 5TONE ALL AROUND Vt =((25.0 x l 2.63) + 2(25.0 + l 2.63)x 21 x,74 ` 24x5 PROPOSED O SPOT GRADE = GRADE 349.3 GPD PROVIDED � I EXISTING CONTOUR 349 GPD PROVIDED> 330 GPD REQUIRED I 24- PROPOSED CONTOUR 5EPT/C TANK CAPAC/TYREQU/RED.• 330 GPDX 200% = 660 GPD REQUIRED I I W WATER SERVICE LINE 0 OVERHEAD UTILITY LINES 5EPT/C TANK CAPACITYPROI/1DED: 1500 GALLON TWO-COMPARTMENT TANK I ' U UNDERGROUND UTILITY LINES 157-COMPARTMENT•330X20095' = 6606ALLON5 I0006ALLON5 G GAS SERVICE LINE 21VOCOMPARTMENT•330X /00% = 330GALLOA15 5006ALLON5 I I - V - TOP OF BANK LIMIT OF WORK GARBAGE 0/5P05AL 15 NOT PERMITTED WITH 7-H/5 DESIGN FLOW I ' �-/` x EDGE OF CLEARING FENCE INSTALLER TO VERIFY THE LOCATION OF ALL Dra'nage Swale TEST HOLE LOCATION I I UNDERGROUND AND OVERHEAD UTILITIES 18 Pipe 5T SEPTIC TANK CONSTRUCTION NOTES I I I PRIOR TO THE START OF ANY EXCAVATION Map 337 DB DISTRIBUTION BOX ACTIVITIES AND RELOCATE AS NECESSARY Parcel 04 SAS SOIL ABSORPTION SYSTEM 1 .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 1 5.000): STANDARD / / I (SEE NOTE #1 5) Reserve RESERVED FOR FUTURE USE REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPAN51ON OF ON-SITE SEWAGE / / I Co.., UTILITY POLE TREATMENT AND DISPOSAL SYSTEMS AND FOR-.HE 7,AN5PORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL / / ' 1 CATCH BASIN BOARD OF HEALTH REGULATIONS. / FIRE HYDRANT 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR / ^ DRINKING WATER WELL HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN / CONCRETE BOUND IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. / ,Vent U. POLE 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE MECHANICALLY-COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE 501E BENCHMARK ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN E"Oi FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER / Map 33G / PARCEL 29 i Top of Hydrant Bolt SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE(1) INSPECTION PORT Parcel 102 / Near Letter"O" in O en CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE 501L ABSORPTION SYSTEM Area= 1 . I G AcreSt >{ p WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3' OF FINAL GRADE. / / gs EL=32.1 (Assumed Datum) TP-2 .9, I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM / DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LE55 THAN I% / N 3 10 CMR I ALY 1 TO CONDUCT SOIL EVALUATIONS AND THAT c U/ e THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT OTHERWISE. / �m / WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE G.) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC(OR / �/ sw DESCRIBED IN 3 0 CMR 15.017. FURTHER CERTIFY THAT THE EQU(VALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. v v o � RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE m/ v ry �o ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL /o c/ W��/ ACCORD CE WITH 3 I 0 CMR 15.100 THROUGH 15.107 ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN D15TRI5UTION. 6.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO o no/ a / Edge°{\a °/O oa; PROVIDE A WATERTIGHT SEAL. / roc O/ m/ �m Map 337 Lin a J. Pinto, Certified Soil Evaluator L h O Parcel 10 002 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE D15POSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. / / / oc 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC �o�r��a�/ Qo`U MARKING TAPE. / / / c�'Q�' (o O• 0 4d THERE ARE NO KNOWN WELLS WITHIN I 00'OF THE PROPOSED 501L ABSORPTION SYSTEM. / 4e hok w 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE I / Components to be ,Q OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT U5E OF THE AREA THAT MAY / I B c/ -� Abandoned(See Q CAUSE DAMAGE TO THE SYSTEM. / / / O� // L----J NoteA2/) 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS / / / 1 7 7 / Water / ���ZT a SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. / / / O I Ori �L-ter Service �Q/ 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF / / N c/o HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS / INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE / c/o c/o NOTICE IS REQUESTED. / 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE / 45°Wye LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUE5T5 TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL / �o WATER DEPARTMENT. oa o ¢: m 5/eeve Waste%ne � •tim �c py, I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING / c/o (See Note,0`23) PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. o //�' 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM / -� �o� COMPONENTS. / �M,H.1 clo Map 6 Parcell 98 Survey )Fork by.* 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED FOR / A & M Lend Services STAKING, OR ANY OTHER PURPOSES. Map 336 818 Route 28, Suite 3 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, Parcel 28 Nest Yarmouth, MA02873 SPECIFICALLY, BUT NOT LIMITED TO, 51DELINF SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER IS Pb. (508) 737-1777 b'm&U.• anmlendicomcast.net RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. 20.) IF SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS OFA9q Prepared for: PRIOR TO PROCEEDING WITH INSTALLATION. LIN!"DAJ. Thomas Sheila Flaherty 2 1 .) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN TEST r1 O LE LOGS IV � t � � � 205 Stoney Point Rd., Cummac(uid, MA 02G37 PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. U.P. SITE PLAN `; � � 22.) INSTALL A 40 and HDPE LINER FOR BREAKOUT FROM EL=23.8± TO EL=1 9.6± AS SHOWN ON PLAN (5EE PLAN Test Hole#I (EL=27.3±) Test Hole#2 (EL=27.9±) FGST ¢ �a�' Proposed Sewage D15pc5al System VIEW). SCALE: 1 " = 20' r` lcv,L 205 Stoney Point Rd., Cummaquld, MA Depth Layer Soil Class Soil Color Comments Depth Layer Soil Class Soil Color Comments 23.) WATER/5EWER CROSSING: 4" PVC WASTELINE SHALL BE SLEEVED IN A 20'SECTION OF G" PVC PIPE CENTERED OVER THE WATER LINE TO MAXIMIZE D15TANCE TO JOINTS. 0"-26," Fill 0"-22" Fill Prepared by: 2G"-29" A Fine Sandy Loam I OYR 3/2 22"-24" A Fine Sandy Loam I OYR 3/2 29"-GO" B Fine Loamy Sand I OYR 5/3 24-38" B Fine Loamy Sand I OYR 5/3 GO"-15G" C I Medium Loamy Sand I OYR 5/G 38'-53" C I Fine-Medium Loamy Sand I OYR 5/G Al 'F 53'-1 32" C2 Fine-Medium Loamy Sand I OYR GIG ��� DATE OF TESTING: OG12GI1 3 INSPECTION NOTE: SOIL EVALUATOR: LINDA J. PINTO, P.E., C5N ENGINEERING BOARD OF HEALTH AGENT: DONNA MIORANDI, BARNSTABLE HEALTH DEPARTMENT 0 20 40 GO PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM PERCOLATION RATE: CLASS I SOILS - LESS THAN 5 MIN/INCH IN "C" LAYERS PER 51EVE ANALYSIS P.O.Box201 Phone:(608)299-3250 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. Brewster,MA 02831 Fax:(508)898-1783 NO GROUNDWATER ENCOUNTERED SCALE 1 "=20' C:\C5N\RR-5toney Point\RR-Stoney Point-SDS Pian.dwg Date: 07/1 9/1 3 1 Scale: As Shown I By: LIP Check: MTA I Project No. C5NO3G3