The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 19 Pine Ridge Road�i i I i I i ' CAMME-=TT Consulting Engineers = Land Surveyors Landscape ArchitectsE N N E E R N Municipal Planners June 2, 2005 Resolution Properties, Inc. RE,COVE �� 231 Sutton Street, Suite lA North Andover, Ma. 01845 JUN 1 4 2005 Re: Soil and percolation to s at 19 Pine Hill Road TOWN Or NORTH ANDovER p HEALTH DEPARTMENT Dear Mr. Minicucci, In accordance with your request, soil and percolation tests were conducted on the subject lot on 06/02/05 in order to determine the feasibility of subsurface sewage effluent disposal from a single family dwelling. Soil tests were observed and percolation tests were performed in accordance with the enclosed Evaluation Form (11) and Percolation Test Form (12). Soil tests at sites 05-1 and 05-2 meet the minimum requirements of Title 5 of the State Environmental Code for the subsurface disposal of sewage effluent, acceptable percolation rate. However, it is important to note at this time that all other requirements of Title 5 and any local regulations must be met in order g that a sanitary system design can be accepted and approved by the local Board of Health. If you have any questions regarding this matter,please feel free to contact me at this office. Very truly yours, W. C. Cawmett Engineering, Inc. Lee hibodeau, P.E. Job#05057 cc: Board of Health Title: WWinword\2005\05057\soil\05057soilevaluatorform11060205 W.C.Cammett Engineering 297 Elm Street•P.O.Box 329•Amesbury,MA 01913 •Tel:(978)388-2157•FAX:(978)388-0428•www.cammett.com W.C. Cammett Engineering, Inc. FORM 11 - SOIL EVALUATOR FORM 297 Elm St.,Amesbury, MA 019.13 PAGE 1 No. DATE: June 2,2005 Commonwealth of Massachusetts Newburyport, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed by: Lee Thibodeau Job No. 05057 Witnessed by: J. Morris Location Address or Owner's Name Resolution Properties, Inca Lot# 19 Pine Hill Road. Address and 231 Sutton Street, Suite IA Newburyport, Ma. 01950 North Andover, Ma. 01845 Telephone# 978-687-6200 New Construction Repair 0 Office Review Published Soil Survey Available NO Yes 0 Year Published 1981 Publication Scale 1:15840 Soil Map Unit HwE Drainage Class A Soil Limitations Slope Surficial Geologic Report Available NO FR__] Yes Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary NO Yes Within 500 year flood boundary NO 0 Yes Within 100 year flood boundary NO FX__] Yes Wetland Area: National Wetland Inventory Map(map unit) j Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions (USGS): Month June Range: Above Normal Normal FX_7 Below Normal a Other References Reviewed: W.C. Cammett Engineering, Inc. FORM I I - SOIL EVALUATOR FORM 297 Elm St.,Amesbury, MA 01913 PAGE 2 Job.#05057 On-Site Review Deep Hole Number 05-1 Date 06/02/05 Time 7:45 Weather Overcast, 55° Location(identify on site plan) Land Use Residential Slope(%) 0-3 Surface Stones None Vegetation Wooded Landform Outwash Plain Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line > 30 feet Drinking Water Well >100 feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texhue Soil COW Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency, %Gravel) -3"-0" 0 ! 0"—5" A LS 10 YR 4/4 Friable 511-2411 _ B LFS 10 YR 5/6 Friable 24"— 122" C S 2.5 Y 6/4 None Found Friable Fine I I Receiving Layers C Design Class I Parent Material (geologic) Proglacial Outwash Depth to Bedrock None Depth to Groundwater: Standing Water in the Hole: None Weeping from I'it Face: None Estimated Seasonal High Ground-Water: N/F W. C. Cammett Engineering, Inc. FORM 11 -'SOIL EVALUATOR FORM - 297 Elm_St.,Amesbury, MA 01913 PAGE 3 Job#05057 Determination for Seasonal HiLyh Water Table Method Used: Test Hole Number 05-1 Depth observed standing in observation hole inches .Depth weeping standing in observation hole inches 0 Depth to soil mottles None Found inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water 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 j If not, what is the depth of naturally occurring pervious material? Certification I certify that on 11/18/99 1 have passed the examination approved by the Department of the Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience describ 10 CMR 15.017. Signature - Date TA'A1,0 Aac f NOTE: See accompanying cover letter which is part of this report. I W.C. Cammett Engineering, Inc. FORM I1 - SOIL EVALUATOR FORM 297 Elm St.,Amesbury, MA 01913 PAGE 4 Job.#05057 On-Site Review Deep Hole Number 05-2 Date 06/02/05 Time 8:15 Weather Overcast,550 Location(identify on site plan) Land Use Residential Slope(%) 0-3 Surface Stones None Vegetation Wooded Landform Outwash Plain Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way >100 feet Possible Wet Area >100 feet Property Line > 40 feet Drinking Water Well >100 feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Culor Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency, %Gravel -3"—0" 0 0"—8" A LS 10 YR 4/4 Friable 8"—23" B FLS 10 YR 5/6 Friable 23"— 1 17" C S 2.5 Y 6/4 None Found Friable Fine Stratified Layers Receiving Layers C Design Class I Parent Material(geologic) Proglacial Outwash Depth to Bedrock: None Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: N/F—Assumed @ 117" W. C. Cammett Engineering, Inc. FORM 1.1 - SOIL EVALUATOR FORM 297 Elm St., Amesbury, MA 01913 PAGE 5 Job#05057 Determination for Seasonal High Water Table Method Used: Test Hole Number 05-2 Depth observed standing in observation hole inches Depth weeping standing in observation hole inches 0 Depth to soil mottles None Found inches Ground water adjustment feet Index Well Number Reading Date Index well level . Adjustment factor Adjusted ground water 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 j I certify that on 11/18/99 I have passed the examination approved by the Department of the Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described ' 3 R 15.017. Signature Date znems 6. ;0 0,4.X- 4 See accompanying cover letter which is part of this report. W.C.Cammett Engineering, Inc. FORM 12 - PERCOLATION TEST 297 Elm St., Amesbury, MA 01913 Location Address or Lot No. 19 Pine Hill Road Job# 05057 COMMONWEALTH OF MASSACHUSETTS Newburyport,Massachusetts Percolation Test* Date: 06/02/05 Time: Observation Hole# 05-02 i Depth of Perc 28"+ 19" Start Pre-soak 9:13 End Pre-soak 9:28 Time at 12" 9:28 Time at 9" 9:29:30 Time at 6" 9:31:30 Time(9"-6) , 2 min Rate Min./Inch <2 min/in * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed FX Site Failed a Performed By: Lee Thibodeau Witnessed By: J.Monis I li Comments: I DATE ID �avts Ek/9Ya /-- /LO IR41 J G /tot M _ P Z� 1 - —.___,___. PLAN OF LAN - / .� � REFERENCES' e - FOWLe,BY CN ,P /Py \ ` IN SOUTH EYoE Al: } PLAN 364 O PLAN OF LANO J L P Sk REMAINING LAND BY PORT ENG.I \ \ SEVERUY FIocz%mO F I.PIA! REGI:,RY OFC AREA < 3.63 A ,i. :SET COMMONWEAL INTERSTATE R, DEMS AS w 3�, of RECORDED 1N 5 \\ ' 'LAN BK 3'b 1 (�j s Ss..�\ � � � .� 7Ro6=2 DEED�oolr€6 o° I H D N ZM N��TO PARCEL - 1 LR I I. SER. F- MIN.KRON ARe,q S 1.00 Ac—t - r---z ._ ~ 'Z ' MIN REA 3 0 _ d' IO,V P.4RGEL SNOW1, y vIvI Q 1o8ul Q II I n m I i UD. y i. IN N1,_ 2S6 'OLL ✓4MEs S�4 O �N F>A Ap(QA JO, I.PFNO I¢ p� SB �t.qLc Aj Y