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HomeMy WebLinkAbout0989 MAIN STREET (COTUIT) - Health 989 MAIN STREET COTUIT A= 034 - 029 r I i TOWN OF BARNSTABLE LOCATION 9A Mh?A Stre2il SEWAGE# VILLAGE C —co t 77r ASSESSOR'S MAP&PARCEL 3 / INSTALLER'S NAME&PHONE NO. lL)✓P.' �`�cS 0611 19- SEPTIC TANK CAPACITY IV[10, LEACHING FACILITY:(type) rRCAd2 (size) L� ZS�2- NO.OF BEDROOMS-' \3 OWNER PERMIT DATE: 2-01 0 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) V Feet Edge of Wetland and Leaching Facility(I� / �f any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �.%\ MQ. At-#Z. AL,66 A3, 4� dz . P 6 =e2-7 No I DZ y `� Fee G(/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Xj Abandon( ) Complete System ❑Individual Components Location Address or Lot No. qi F► Ikec rq 57re-e-7� Ca+✓� Owner's Name,Address,and Tel.No. �yS on FC�Q L( Assessor's Map/Parcel 3 Y/2-1 014 4A s _ Co 4v i Installer's Name,Address,and Tel.No. ' Designer's Name,Address,and Tel.No. $re,lf- tiS /DoAd e..4-,C,4+ 4eKC Sc()v�gat( 54-4,- d Sb F�-F Zip '3'XZY28 "A-s ee_ 77-h6- 37:70ei7 Type of Building: Dwelling No.of Bedrooms Lot Size 2. I!o ( sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3-n gpd Design flow provided 735 Z gpd Plan Date f 2. ( —12 Number of sheets - Revision Date A o vk.e Title Size of Septic Tank I . U Type of S.A.S. k> P✓C.(,:et-3 7 C��►'h, e�5 Description of Soil S-Q 2�p(✓�-,� Nature of Repairs or Alterations(Answer when applicable) (Zk 0 (4-c..t. Lam$S p6c� f Sbo TAvr X a, -2— b-k-S 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 -7 Si L Date —tS Application Approved by Date J Application Disapproved by Date for the following reasons Permit No.2�Tgcoz!] Date Issued `7,p J . No Vl V D(/ 1 .7 t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitatlon for ;Disposal 6pstetn Construction VPrmit Application for a Permit to Construct( ) Repair( ) Upgrade(}� Abandon( ) [ Complete System ❑Individual Components Location Address or Lot No. �1 M 4�.r S7re e.7 r cry v owner's Name,Address,and Tel.No. / Assessor's Map/Parcel ! Z S-7- C 0"- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. $it # ot k,�,4 F" •F'Yc-. M C,C 60 5C,(� I'I� Zgc-- t3ok ZY2P_ "AA ftaEe '7-74t-37.- ob t7 Type of Building: l` Dwelling No.of Bedrooms Lot Size Z�� e 6 1 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 5 Z gpd Plan Date ( 2 ` / Number of sheets Revision Date e Title Size of Septic Tank `��0 Type of S.A.S. P✓Cf C-n S�Z C�'a="tk.4—S Description of Soil 5J•"e ✓-I", i Nature of Repairs'orAlterations(Answer when applicable) (1 (4 C SS p°O i } w {-4 l 5'00 7Aw 16 4 Z. Sbo CV1 ,v W-t-.- S 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 Heal 2-1 17— I� Si e" Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2.0 r?7r Date Issued i -------------------- ------ L. _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS i yCertificate of Compliance THIS IS TO CERTIFY,,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(X) Abandoned( )by at ©� /��'/l�/.7 S /C-�` Q?- / ?� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /p`I dated x -7 reys l Installer �)i{- E�t s Designer M4 C j s-9 ej l #bedrooms 3 Approved des'- flow © gpd The issuance of this7, ',7/ inot be construed as a guarantee that the syste will now igne,. Date 91 Inspector ------------- ------ ---------- ------------=------------------------- No. 20 0?_1 - Fee °• THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstent Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( � Abandon( ) System located at / 6 5 Ik,4 71•-4A 7 " 1:�'6 7'L/"7 t 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:Const ction T ust be completed within three years of the date of this permit. Date Approved by r Town of Barnstable OFTHE h�. Regulatory Services Richard V. Scali, Interim Director * snaxseABM Mom• g Public Health Division i639. ♦� 'OIF039 of Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: � 1 f3 Sewage Permit# ?�1 k- ©Zq Assessor's Map\Parcel Designer: /�'` e- 7%ye, �1Jlz✓ >P-09" Installer: ���,uf � Lj lCC�74✓ Address: Address: ,(j o k b b 9 d q X4-40W1CA//7 /11 9 On d-"-7- 1 gr ;2964 6_ aV.was issued a permit to install a (date) �// (installer) septic system at 9g 9 A 1,2 :5 CzTIV/% based on a design drawn by (address) [Z-S dated 1211 117 (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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance.with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i liance with the terms of the I\A approval letters (if applicable) 4 GLEN � (Installer' Signature) HARRINGTOM (Desi ner's Signature) (Affix Desk . `p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q P Sn :\Se tic�Desi er Certification Form Rev 8-14-13.doc I TREES \ PARCEL ID: \ 34/29 \\A AREA=23,161t S.F. \�O CO S INV.=39.9 0 5 \ BUSHES INV.=40.6 \�O \ // 28"P \ INV.=41.1 LP COVER \ 0 EL=44.16 \ Sy CP 1 INV.=41.4 36"M \ CID A ro\ INV.=41.4 6 10� 1 G 9cF B \ C G INVERT A B C \ \\ =43.47 1 26.6 25.9 40.5 2 31.9 33.5 45.0 \\ A/Y \\ 3 33.7 43.4 60.9 \\ 0,A/�\\ 989 / 4 41.4 51.6 67.2 F 5 39.3 46.4 59.0 \\ !y9} \\ INVERT \\ \\ 43.66 < GQO� GRAPHIC SCALE 0 10 20 40 \ \ W \ \ \ \ 1"=20' SEPTIC SYSTEM SEPTIC AS- BUILT PLAN DATE: 05/07/18 SCALE: 1"=20' AS-BUILT PLAN PLAN REF: NO PLAN LOCATED AT: q>;1t}F TITLE REF: 26025/207 MacDougall Surveying 989 MAIN STREET � NOPARrCN ZONE AP 34 PAR. 29 & ASSOCIateS 11 ZONING: "RF" P.O. Box 2428 COTU I T, MA. R :SALT WATER ESTUARY Mashpee, Ma. 02649 PREPARED FOR 10 FLOOD ZONE: "x" ph. (508)419-1086 QUO COM DATED:PAN: 25001 O756J fax. (508)419-1087 GiS'[E J A S O N TWI TC H E LL '� iTAR�P email: macdaut.Survey JOB# 1970SC ®comcast.net L Town of Barnstable P# Department of Regulatory Services 6 .MNIMAZiA Public Health Division Date ' ' ti MAHS, te39• 200 Main Street,Hyannis MA 02601 ' rEp A Date Scheduled e • Time J® Fee Pd._ ob Soil Suitability Assessment for Se=eDisposal Performed By: Witnessed By: LOCATION&.GENERAL INFORMATION Location Address OWner's Name ?-e 9',�$)ti � J d15b� �G�r 7-«►� (f r Address — Assessor's Map/Parcel: Js Engineer's Name NEW CONSTRUCTION REPAIR Tele hbne#. Z•7 C>6 j 7 Land Use Sl es(96) Surface Stones Distances firm: Open Water Body IOfC Possible Wet,Aren N'A ft Drinking Water Well Drainage Way ft Property Line aL_ • P Y ft Other SIKETCH:(Street name,dimensions of lot,exact locations of test holes&Para testa,looato wetlands-inn proximity to holes) Z � • y Parent material(geologic) 1 Zg 1 C • a v am Dapth to Dedrook .d �Y =� Depth to Groundwater: Sta ding Water In Hole: ��.� Weeping 11•oln Pit Paea •�� Estimated Seasonal High Groundwater U ow P'¢'7Z11Y O DETERMINATION FOR SEAS ONAL'IIGH'WATER TABLE Method Used: Depth Observed standing in obs.hole: In, depth to svll mottlest Delith to eeping from side of obs.bola: In. Groundwater djusttnoe t ' ,1-4 fk. Index Well-# Ali Roading Date,-_ &/ index Wall 1mMol :� Acj,•thatbr,� Adj.Groundwat v.Lavol '1/T,��F— tJ rg T�i,Y�rJ PERCOLATION TEST We ii ,5 ,7 Timt+_.P-6*rf Observation Hole# �f— Z_ Tinto at 9" N- Depth of Pero 1 Ad Time at 6" Start Pro-soak Time @ AP /7- ! l Timo(911•6") End Pre-soak L ' Rota Min./InchAl Site Suitability Assessment. Sitb Passed Sitp Felled: Additional Testing Nodded(YIN) i 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:ISEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Shcl Color Soil. Other Surface(in.) , (USDA) (Munsell) Mottling (Structure,Stoned;Boulders. • rstetancy.96'Oravell • YA 22.,�ZG,� e cv S4P/� 4° Z. �-y r • f DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. /Z v Cva lQ n /G —12W 7 Y DEEP OBSERVATION HOLE LOG Holt,# Depth from Sall Horizon Soil Texture Sall Color Sall Other Surface(ln.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Sall Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stapes;Boulders. It'lood Insurance Rate Maa: / Above 500 year Mood boundary No— Yes ✓___ Within 500 year boundary No_ Yes, Within 100 year flood boundary No.,,-- Yea penth of Naturally occurring Pervious Material Does at least four feet of naturally occurring pervio s mtiterial exist in all areas observed thrpughout the area proposed for the soil absorption system? �5 If not,what is the depth of naturally occurring pe vious material? Certl.-- o I certify►that on Yr . S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection an at the above analysts was performed by ma consistent with . the required traini r e e e cc described in 410 CMR 15.017. Signature Datb Q;\RHML\PBRCPORM.DOC A J 1 i1 COTUIT ,l. i y PARCEL ID: N N o5sT . 35/01 LQ \ COTUIT HARBOR GAS VALVE EL=39.70 LOCUS PARCEL 291D: p �g40 POPONERoP� AREA=23,161t S.F. \ UPOLE \ b1 TREES LOCUS MAP 42 O PLAN REF: NO PLAN TITLE REF: 26025/207 \X�, (1 L PARCEL ID: MAP 34 PAR. 29 \ S� NOT IN ZONE II \ ZONING: RF" SALT WATER ESTUARY " 4� ��. \ . �� FLOOD ZONE: "X" PARCEL ID: 43 \ 34/28 — 42 aj, \ems 4 �9,� ^� COMMUNITY PANEL:-25001C0756J DATED:07/16/14 <\'�FSF�\� SEPTIC SYSTEM \ `� O^(�43.4 Fo \ REPAIR PLAN UPOLE LOCATED AT: \� BUSHES X \s B.M. \ O \ 4 p. ,�k28"RI LP COVER \ 989 MAIN STREET Cb / 36 M PROPOSED INVERT=42.5 COTUIT, M A. �R Ati 4� (CONTRACTOR TO.VERIFY) PREPARED FOR �OF `~• �Gss. G \\F JASON TWI TCH ELL F\ q .�o goo��.o� \,o • �oFF I \� '' INVERT G \ DECEMBER 1, 2017 \ 44 =43.47 \ PUMP & SANDFILL' \ \�' \ c \ OLD LEACHPIT \\ 'PROP?N� of MassAcy MA OLD PER TITLE V \\-43.22 #989 EDWARD INVERT STON y HA R No.2 8 0 LINE 1 \\ � / 1%� ,p �p E FCiPSTEQ` \\ \ \\�L9y �/ N L LANO q�/TA��P PARCEL ID: �\ \ MacDougall Surveying 34/27 W / Gj R \ ` & Associates GRAPHIC SCALE \\ ,� \ J0 P. O. Box 2428 30 0 15 30 • ;` 60 120 Q • !� o Mashpee, Ma. 02649 \ y P PH. (508)419-1086 ( IN FEET ) / CELL: 774-327-0617 1 inch = 30 ft. email: macdougalIsurvey0com cost.net SHEET 1 OF 2 J#1970 2" LAYER OF r 1/8" - 1/2" 4" SCHEDULE 40 P.V.C. DOUBLE WASHED STONE HOUSE MIN. PITCH 1/8" PER FOOT OR FILTER FABRIC 60' ® S=.045 CLEAN SAND FILL PER 310 CMR 15.255 43.5 44.3 44.0 44.0 44.0 44.0 RISER RISER 4" SCHEDULE 40 P.V.C. RISER RISER 'N I RISER ' MIN. PITCH 1/8" PER FOOT, 41.0 7' ® S=.02 �` LEVEL 4' 4' 4' �s LIQUID LEVEL FOR 2' 13' ® S=.01 a1Az 40.94 10 14" 40.69 s• SUMP ® ® ® 0 . ® ® ® ° ® ® ® 0 ® ® ® ° 3.66 -i� 43.22 INV. a INV. MIN. INV. °° ® ® ® ® ® ® ® 00 ® ® ® ® ® ® 00 EXIST. INV. 40.55 6 BASE OF 40.38 0 0 0 r " INV. MECHANICALLY INV. ° ® ® ® ® ® ® ® ° ° ® ® ® ® ® ® ® ° N J .•. 48 'ADD COMPACTED SAND ° ° ' z o n z GAS PROP. D63 40•25 4 ° ° 4' 38.25 �c Zo BAFFLE (H-20) INV. 3/4" TO 1&1/2" DOUBLE WASHED STONE 3 DISTRIBUTION 25' _:1 'o r 3 BOX i m a 6" BASE OF MECHANICALLY COMPACTED SAND 2-500 GAL. (H-10) CHAMBERS _ • � � PROPOSED WIGGINS PRECAST OR . EQUAL (4'-8"W X 81_611 X 2, 9"H)�1,500 GALLON TANK SOIL ABSORBTION (TRENCH FORMATION) } SYSTEM (S.A.S.) 13' X 25' PROFILE O rc BOTTOM OF TEST PIT #2 ELEV.= 32.9 . SEWAGE DISPOSAL" SYSTEM -DESIGN NUMBER OF BEDROOMS......... 3-=__ (NOT TO SCALE) GARBAGE DISPOSAL................. NO DATA: TOTAL ESTIMATED FLOW (110 GAL./BR./DAY X 3 BR.) __330 330GPD X 200% = 660 GAL GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF USE NEW 1 500 GALLON TANK ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM T0,D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED INSTALL: 2(H-10) 500GAL CHAMBERS (W/4' CRUSHED STONE TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY ON THE SIDES AND ENDS) AND BACKFILL FOR SUBSURFACE DISPOSAL OF SEWERAGE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE ARE ACCURATE ND N ACCO D 310 CMR 15.1007HROUGH 15.107. WITH CLEAN SAND FILL PER 310 CMR 15.255 ACCESSIBLE WITHIN 6" OF FINISH GRADE. _ - SOIL CLASSIFICATION........... . 3. ALL COMPONENTS THE SANITARY SYSTEM SHALL BE EDWARf�. sT NE, PLS,`ERTIFIED SOIL EVALUATOR - DESIGN PERCOLATION RATE <2 MIN. IN. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE � ' UNDER OR -WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EFFLUENT LOADING RATE.........__74___ MUST WITHSTAND H-20 LOADING. REQUIRED LEACHING CAPACITY.....330 GAfDAY 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION LEACHING CAPACITY PROVIDED.....352 GAL/DAY OF ALL UTILITIES PRIOR TO ANY EXCAVATION. TEST PIT RESULTS: P #15524 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE a SIDEWALL: (13' + 25')x2x(2 SIDES)(.74)= 112 GAL/DAY OR WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE.SHALL HAVE.A MINIMUM OF 2% GRADE SOIL TEST DATE: NOVEMBER 3, 2017 _ BOTTOM: (13' x 25')(.74)= 240 GAL/DAY OVER THE S.A.S. AND DISTRIBUTION Box. B.O.H. AGENT: DON' DESMARAIS TOTAL= 352 GAL DAY 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF / SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SOIL EVALUATOR: EDWARD A. STONE 352' GPD PROVIDED - 330 GPD REQUIRED 22 GPD RESERVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. BACKHOE: BRET ELLIS 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN SEPTIC SYSTEM DETAIL PAGE 2 INCHES NOR MORE INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE TH#1 E L.= 43.6 #9 8 9 MAIN STREET 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. . 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH.A GAS ELEV. DEPTH (IN ) HORIZON TEXTURE COLOR MOTTLING OTHER COTU I T, M A. BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 42.8 0"-10" A LOAMY SAND 10YR4/3 N/A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND ' 8. LOAMY SAND 10YR6/6 N/A D E C E M B E R 2017 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 41 10"-22" B BE LEVEL. 33.1 22"-126" C COARSE SAND 2.5Y7/6 N/A 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION NO MOTTLES NO GROUNDWATER TO MACDOUGALL SURVEYING FOR B.O.H._AND DESIGN ENGINEERS REVIEW , MacDougall Surveying AND APPROVAL. CSC 13. PROPERTY NOT WITHIN ZONE II TH 2 EL.- 43.4 PERC C� 40 <2 MPI ��NOF Associates MA p CONSTRUCTION NOTES: - � C3�� �n P. O. Box x 2428 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER M a s h p e e, M a. 02649 1070 ELEVATIONS AND SITE CONDITIONS PRIOR ?0 COMMENCING 42.4 0"-12" A LOAMY SAND 10YR4 3 N/A HA T �' WORK ON THE SITE. PH.. 508 419-1086 2. NO'DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 41.4 12"-24" B LOAMY SAND 10YR6/6 N/A s �0 ( ) WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 32.9 24"-126" C COARSE SAND 2.5Y7/6 N/A S F�►S1 r� CELL: 774-327-0617 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. '9N,//TARP macdou gall survey©comcast.net S. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING NO MOTTLES, NO GROUNDWATER TAPE OR A COMPARABLE MEANS. SHEET 2 OF 2 #1970 �': I