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Home My WebLink About0088 CAMMETT WAY - Health r 'L®t-82 thru 88 Cammett C'`'Q-uf MarstonsMills d�s�'Aa,ti°� A.. 100-060 thru 066 Y' t Pa FORM 11 - SOIL EVALUATO Page 1 of 4 No. P#10,924 Date: Feb. 14, 2005 Commonwealth of Massachusetts Barnstable, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Raul Lizardi Rivera Date: February 11, 2005 Witnessed By: Donald Desmarais Location Address: Lot 82 thru 88 Cammett Way Owner's Name: Mr.Fred Mosser Marstons Mills,MA 138 Stage Island Rd. Assessors Number: 100-060 thru 066 Chatham,MA 02633 New Construction ❑x Repair ❑ Telephone: Office Review Published Soil Survey Available: No ❑ Yes rx-1 Year Published 1993 Publication Scale 1:25,000 Soil Map unit: MeA Drainage Class: Excessively Drained Soil Limitations: Surficial Geologic Report Available: No ❑ Yes Year Published 1986 Publication Scale 1:100,000 Geologic Material (Map Unit) : Qmp Landform : Mashpee Pitted Plain Deposits Flood Insurance Rate Map: 250001 0015 C Above 500 year flood boundary No ❑ Yes N Within 500 year flood boundary No ❑O Yes❑ Within 100 year flood boundary No ED Yes ❑ Wetland Area: N/A National Wetland Inventory Map (map unit) Wetland Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month: January, 2005 Range: Above Normal ❑ Normal 0 Below Normal ❑ i Other References Reviewed: Town Assessors Map, Fema Maps, Town Topography Maps DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 4 Location Address or Lot No. #Lots 82 thru 88 Commett Way,Marstons Mills, MA On-site Review Deep Hole Number 1 Date: 2/11/05 Time: 1:00 PM Weather: 32°F sunny Location (identify on site plan) Land Use: Residential Slope (%): 0-3 Surface Stones: No Vegetation:Wooded (oaks and pitch pines) Landform : Outwash plain Position on landscape (sketch on the back) Distances from: Open Water Body >500 feet Drainage way n/a feet Possible Wet Area >500 feet Property Line 15' +/- Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0" - 6" O/A Sandy Loam 6" - 45" B Sandy 10 YR 5/8 Loam 45" - 93" Cl Coarse 7 .5YR 5/6 None Roots depth Sand 93" - 120" C2 Medium 10 YR 6/4 None 30% gravel Sand * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic):Outwash Depth to Bedrock:>100' Depth to Groundwater: 35 ft.+/- Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water Elev.40 DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 4 Location Address or Lot No. #Lots 82 thru 88 Commett Way, Marstons Mills, MA On-site Review Deep Hole Number 2 Date: 2/11/05 Time: 1:30 PM Weather: 320F sunny Location (identify on site plan) Land Use: Residential Slope (%): 0-3 Surface Stones: No Vegetation: Wooded (oaks and pitch pines) Landform : Outwash plain Position on landscape (sketch on the back) Distances from: Open Water Body >500 feet Drainage way n/a feet Possible Wet Area >500 feet Property Line 15' +/- Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) 0" - 6" O/A Sandy Loam 6" - 45" B Sandy 10 YR 5/8 Loam 45" - 94" Cl Coarse 7 . 5YR 5/6 None Roots depth Sand 94" - 130" C2 Medium 10 YR 6/4 None 30% gravel Sand * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic):Outwash Depth to Bedrock:>100' Depth to Groundwater: 35 ft.+/- Standing Water in the Hole: NO Weeping from Pit Face: NO Estimated Seasonal High Ground Water Elev.40 DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 4 of 4 Location Address or Lot No. #Lots 82 thru 88 Commett Way, Marstons Mills, MA Determination for Seasonal High Water Table MethodsUsed: ❑ Depth observed in observation well on adjacent property ❑ Depth of standing water in observation hole inches ❑ Depth to soil mottles inches o Town topography, Cape Cod Ground Water Map & previous work in the area Index Well Number: Reading Date : Index well level: Adjustment factor: Adjusted ground water level: Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not, what is the depth of naturally occurring pervious material? Certification I certify that in November of 2002, 1 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 training, expertise and experience described in 310 CMR 15.127. Signature Date: February 14, 2005 DEP APPROVED FORM-12/07/95 r FORM 12 -PERCOLATION TEST Location Address dd ess or Lot No.: #Lots 82 thru 88 Commett Way, Marstons A Mills,> COMMONWEALTH OF MASSACHUSETTS <Barnstable> Massachusetts Percolation Test* Date: 2/11/05 Time : 2 : 50 PM Observation Hole # 1 2 Depth of Perc 48" Start Pre-soak 2 : 52 : 3 8 End Pre-soak 2 : 59 :45 Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch < 2 Min./Inch * MINIMUM of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed x❑ Site Failed ❑ ---------------------------------------------------------------- Performed By: Raul Lizardi Rivera Witnessed By: Donald Desmarais Comments: Percolation rate of< 2 min/inch in layer C1 and C2 after 25 gallons in 7 minutes. Stripout required approximately 46" down to Sand layer (C1) DEP APPROVED FORM-12/07/95 i t ! t • -�+ M/F N/F I THRESA PELLETIER TRUST .y . N/F + NA ANTHONY&DEBORAH POLSEW N/F N A. . C.N/F NATALIE MOLEMAN j .PLYMOUTH SAVINGS BANK KATHLEEN A.DUNCAN STEPHEN A.CAPUTO STEPHEN A. CAPUTO N/F MICHAEL L HALLORAN ' KAUKO G. &MARY HAVANKA f N 89'32'43'. E 1033:47 : {j z j j `�' .? { ' L_'t,1 80 i LIM Im c",01 S' { ! 1 _.•.)�V C'a.. ..�.. ' raj DENT$M. PINA TOTAL j G, z j "- Rr'" s , (3.76t Ac.) i ` ;c { 0. 10 S. , s TOTAL FLOW = 330 GPD to 0 r t I N co i=36.11' R=25.00 f 0y0 3.7. S F. SA La S3632'43"W �o CAMMETT coo' WIDE) WAY Rs.o 0 9.69' . S36'32'43 W 879.38 roost' t_. ;.; I Gv 17^. � I zfi• VN89-32-43-E ` T _5 ~ 24.69' E V T T p P 30 yy !I._t 813 J,I.. n Q LL N _ 1,J,.z2.1 ,� { �. En Ol )tD t.IL.lf.,_ S.I 1 � LOT 89 TOTAL ' 7 O `" I (3.29t Ac.) i_C?1 :,.,,.> LEONARD&LOIS R.MENDES - t TOTAL FLOW = 220 GPD _ i ``�'rV{'jf,'": `"'4='1 i • j! 125.00' ,,lu- �-,,. _•..{., __._._ . . ... ..... .___ .. -. 'Wit} S36'32'43"W =';: 887.43' N/F N/F BRYAN J.BURNHAM JEFFERY R&SARITA SM7FT N/F YAWAM B. &THERESA G.KOMAR 7 1� �F